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Home My WebLink AboutPermit D19-0198 - GOLDEN DAISY BBQ - TENANT IMPROVEMENTGOLDEN DAISY BBQ 243 MINKLER BLVD FINALED 05/28/2020 D19-0198 Parcel No: Address: C) ��^�»x ^�� Tukwila °�U~� uvo o ��onw��oa Department of Community Development 63nOSouthcenterBoulevard, Suite #1OV Tukwila ,VVauhington981W8 Phone:3D6'431'367O Inspection Request Line: 2U6'438'9350 Web site; http://www.Tubm/i|aVV4.mmu DEVELOPMENT PERMIT 2623049110 173489OUTH[ENTERPKVVY Project Name: GOLDEN DAISY BBQ Permit Number: O19'0198 Issue Date: 9/27/2019 Permit Expires On: 3/25/2020 Owner: Address: 3333NEW HYD[PARK RD#1UUC/O K|N1[OREALTY CORP, POBOX 50Z0 NEW HYD[PK,WA, 11042 Contact Person: Name: Contractor: A]NGUYEN Address: ll8278ENTONAVE 5.SEA7TLE,WA, 98178 License No: [C|rGLLL~84OU Lender: Name: K|N1NMUNGMARKETPLACE INC Phone: (206)375'1428 Phone: Expiration Date: DESCRIPTION OrWORK: TENANT IMPROVEMENT FOR 472SQ FT FOOD KJOSK. Project Valuation: $30,000.00 Type ofFire Protection: Sprinklers: Y25 Fire Alarm: YES Type ufConstruction: Electrical Service Provided by: TUKWILA Fees Collected: $1,199.04 Occupancy per IBC: A-2 Water District: H|GHUNE'TUKVV|LA Sewer District: TVKVV|LA Current Codes adopted bythe City cfTukwila; international Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVACZ96-46B: WA State Energy Code: 2017 20172017 2015 Public Works Activities: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hau|ing/Oveoi/eina± Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: 0 Number 0 Permit Center Authorized Signature: 0 Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compiled with, whether specified herein or not. The granting ofthis permit does not presume togive authority tnviolate cvcancel the provisions ofany other state orlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Date: 4�_2_7_/ 7 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'PUBLIC WORKS PERMIT CONDITIONS' Z: As part of the required Plumbing Permit for this project the Applicant will need to submit; (1) grease interceptor sizing calculations (Z}grease interceptor cut sheet(s)that provide specifications including installation and maintenance requirements (3) provide grease interceptor information (sizp/n`anufacturer/mode|number) onaplan sheet. 6: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each l,5OOsq. ft. ofarea, The exdnUuisher(s)should beofthe "All Purpose" (3A,40g:Qdry chemical type, Travel distance tuany fire extinguisher must be75'orless. (|F[ 9063}(NFPA1(\5.4) 7: Portable fire extinguishers shall be provided within n 30-foot(9144 mm)trave| distance ofcommercial-type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class Krated portable extinguisher. (|FC904.lZ.5) 3: Portable fire extinguishers, not housed |ncabinets, shall beinstalled onthe hangers orbrackets supplied. Hangers orbrackets shall besecurely anchored tothe mounting surface inaccordance with the manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 4O pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable flire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top isnot more than 3.5feet (lD67mm)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 rr.m), (|F[g06Jand |FC 9O6�g) 4: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|F[9O6.5) 5: Fire extinguishers require monthly and yearly inspections. They must have atag orlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tnthe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe 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, 73) 8: Maintain fire extinguisher coverage throughout. 9: All new automatic fire -extinguishing systems and all modifications toexisting automatic fire -extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. lU: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|FC1UlO.1.9) 11: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatical� retracted when the door handle isengaged from inside the tenant space. (|FCChapter 1U) 12: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 13: 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 tooperate. (|FC1O1U.1.9.1) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building isaltered, remodeled mradded to. Alterations tofire protection systems shall bedone |naccordance with applicable standards. (|FC9OI.4) 15: Sprinklers shall beinstalled under fixed obstructions over, 4feet (l2m)wide. (NFPA13'8.6.l33) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications tosprinkler systems involving more than S0heads shall have the written approval ofFactory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work s1haUcommence without approved drawings. (City Ordinance No. Z4]6). 18: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A.72and City Ordinance #Z437. 20: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition ofaudib|e/visua| notification devices. (City Ordinance #2437) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained. (City Ordinance #2437)(|FC9O12) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 8UI11ofthe International Building Code. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ufsuch condition urviolation. 24: These plans were reviewed byInspector 511. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(2O6)575'44O7. 25: 'BUILDING PERMIT [OND[T0NS*** 26: VVorkahaUbeinstaUedinaccordancewiththeappmvedcnnstructiondncuments,and'anychangpsmade during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 27: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 28: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstr»ctvraicomponents, ASCE7,Chapter l3. 29: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall helaterally braced tothe building structure. Such bracing shall beindependent ofany ceiling splay bracing. 30: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 31: 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 orbracing shall beprepared byaregistered professional engineer licensed inthe State ufWashington. Periodic special inspection isrequired during anchorage ofstorage racks 8feet orgreater inheight. 32: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception, 33: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based nnsatisfactory completion ofthis requirement, 34: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (ZO6'43l'367O). 35: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 36: VALIDITY OFPERMIT: 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 ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 37: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (ZOG/431,3670). 38: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior toopening ordoing any food processing. Arrangements for final Health Department inspection shall bemade bycalling Seattle/King County Department ofPublic Health, (l'8O[-3J5'616Sext9'566)'atleast three working days prior todesired 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: <20a 4389350 1700 BU|L0NGF|NAL*~ 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUK44 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. Project No. Date Application Accepted: ie Date Application Expires: la -1 t9 (For office use onl ogg' CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Site Address: Tenant Name: PROPERTY OWNER Name: tf Address:106 c ift7op4- s-m-oymilacE City: ie./,e, State:a/ Zip:Va6 CONTACT PERSON — person receiving all project communication Name: AV Ae*-1/.7,,,tivie/.74/6,ce)-7/p. A-C&-N Address: Arr - City: .,W4.77 State: a/Af— ZipMick Phone: 7063:7-s-7971, Fax: 73.27e re,re. Email. GENERAL CONTRACTOR INFORMATION 0-,,,) Company Name: 7-0 8.1,,,,,,0 Address: City: State: ,..- Zip: / Phone: Fax: .." Contr Reg No.: Exp Date: Tukwila Business License No.: EA, Kin&Co Assessor's Tax No.: Suite Number: Floor: New Tenant: Sr Yes rj..No ARCHITECT OF RECORD Company Name: /6,-; ..-76/71/ Architect Name: 4t.i Az./5/..") Address:/ Sr ..-7;i'v 577 City: State: /:41-- Zip../Syt 4.774,e, Phone:,-*375./9zer Fax:.x370 yzu Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: - State: - Zip: /- Phone: .V. Fax: / 7 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: ' City: State: Zip: City: HAApplicationsWorms-Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page I of 4 BUILDING PERMIT INFORMATIOT 206-431-3670 Valuation of Project (contractor's bid price): $ Describe the scope of work (please provide detailed in o 777/02e4i7e-r-z Q f 1 IvutOire 1)//14-5/14 I A( Will there be new rack storage? fl Yes pr.,. No Existing Building Valuation: $ F-Le(0,5L,‘F-P-1///vcii c)-(5 rola 74-c,e ovr If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing InteriorRemode1 Addition to Existing Structure New Type of Construction per IBC Type Occupancy per IBC 1'1 Floor 2"d Floor 3rdFloor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (arca of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El Yes L No If "yes", explain: FIRE PROTECT1ON/HAZARDOUS MATERIALS: 18 Sprinklers 71 ..... _Automatic Fire Alarm Li..... ..None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? EL._ 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 1-lealth Department. H:\Applica1ionsWorms-AppIicatons0n Line \2011 ApplicationsTerrnit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOCA) TION - 206-433-0179 cope of Work (please provide detailed information): 7-Iff411/7' Mfie-4 Ve7V/I'vr F710 Call before you Dig: 811 413 k 7 d-07 err Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District _Tukwila 0...Water District #125 Tg..„.Water Availability Provided Sewer District .Tukwila Valley View .. Renton ...Sewer Use Certificate Ej ...Sewer Availability Provided Highline • Renton .. • Seattle Septic System: O 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): El ...Civil Plans (Maximum Paper Size — 22" x 34") ...Technical Information Report (Storm Drainage) 0 ...Bond Insurance Elj 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 0 Non Right-of-way 0 ...Total Cut ..• .Total Fill cubic yards cubic yards Geotechnical Report .. • Maintenance Agreement(s) 0 ...Traffic Impact Analysis El ...Hold Harmless — (SAO) ...Hold Harmless — (ROW) .. • Right-of-way Use - Profit for less than 72 hours El .. Right-of-way Use — Potential Disturbance .. Work in Flood Zone .. • Storm Drainage 0 ...Sanitary Side Sewer Abandon Septic Tank Ej ...Cap or Remove Utilities .. Curb Cut 0 ...Frontage Improvements .. Pavement Cut 0 ...Traffic Control 0 .. Looped Fire Line 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water 31 13 0 ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # 0 ...Sewer Main Extension Public Ej Private 0 0 ...Water Main Extension ....... Public Ej Private 0 O .. Grease Interceptor Channelization O .. Trench Excavation D .. Utility Undergrounding II ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water n ...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 HAApplicationsTorms-Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-11 hiocx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Print Name: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: Tie)z.179,AGENT: Date: 40.611/7,0/1 Day Telephone: 37S-192, 4-7 Mailing Address: f:7/ C 4/4/ -57,7 66, 9cP/WL City State Zip HAApplicationsWorms-Applications On Line \2011 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS P&niitTRAK imp Cash Register Receipt City of Tukwila ACCOUNT QUANTITY MCA PAID :11r4% ,• 587.' 19-01 ress:143'MINKLER,BI n2623049110 v-, Credit Card Fee Credit Card Fee R000.369.908.00.00 0.00 $3.00 FIRE ALARM 04/06/2020 AAJO $100.00 FIRE ALARM 04/06/2020 AAJO R000.342.400.02.00 0.00 $100.00 D19-0200 -'Add r'etst243.M I N KLER BLVD Apn:.262304911 • 72.10 Credit Card Fee $2.10 Credit Card Fee 1 R000.369.908.00.00 0.00 DEVELOPMENT • $2.10 $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 19;02Address: 241M IN KLEW,BLVOL'.,' Ann:?26230491 Credit Card Fee $3.00 Credit Card Fee R000.369.908.00.00 0.00 $3.00 FIRE ALARM 04/06/2020 AAA) $100.0o FIRE ALARM 04/06/2020 AAJO R000.342.400.02.00 0.00 $100.00 M20-0049 Address:,',;243iM IN BLVD n: 2623049110 309.00- Credit Card Fee 4 $9.00 Credit Card Fee R000.369.908.00.00 0.00 $9.00 , - MECHANICAL $300.00 MECHANICAL FIRE - COMM TOTAL FEES PAID BY RECEIPT: R20827 R000.342,400.01.11 0.00 $300.00 $587.10 Date Paid: Wednesday, May 27, 2020 Paid By: DANNY CHAU Pay Method: CREDIT CARD 00735G Printed: Wednesday, May 27, 2020 1:53 PM 1 of 1 CRWSYSTEMS 5/27/2020 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 05/27/2020 01:53:00 PM VISA CARD NUMBER: CREDIT CARD SALE ********** TOTAL AMOUNT: $587.10 APPROVAL CD: 00735G RECORD #: 000 CLERK ID: Elisa I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy 1/2 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID D19-0198 Address: 243 MINKLER BLVD Apn: 2623049110 $70.00 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 D19-0199 Address: 243 MINKLER BLVD Apn: 2623049110 $70.00 DEVELOPMENT ADDITIONAL PLAN REVIEW 1 ---I1000.345.830.00.08 $70.00 1.00 $70.00 D19-0200 Address: 243 MINKLER BLVD Apn: 2623049110 $70.00 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 D19-0201 Address: 243 KINKIER BLVD Apn: 2623049110 $70.00 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 D19-0255 Address: 243 MINKLER BLVD Apn: 2623049110 70.00 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 TOTAL FEES PAID BY RECEIPT: R20035 $350.00 Date Paid: Wednesday, February 05, 2020 Paid By: CHAU CONSTRUCTION LLC Pay Method: CHECK 5349 Printed: Wednesday, February 05, 2020 4:20 PM 1 of 1 DESCRIPTIONS I ACCOUNT 1 QUANTITY PAID PermitTRAK 439.99 D19-0198 Address: 17348 SOUTHCENTER PKWY Apn: 2623049110 439.99 DEVELOPMENT PLAN CHECK FEE $439.99 R000.345.830.00.00 0.00 $439.99 TOTAL FEES PAID BY RECEIPT: R17918 $439.99 Date Paid: Tuesday, June 18, 2019 Paid By: SUPING LIU Pay Method: CHECK 1124 Printed: Tuesday, June 18, 2019 11:48 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK 1 ACCOUNT QUANTITY PAID $749.98 D19-0198 Address: 17348 SOUTHCENTER PKWY Apn: 2623049110 $749.98 DEVELOPMENT $715.46 PERMIT FEE R000.322.100.00.00 0.00 $690.46 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $34.52 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18694 R000.322.900.04.00 0.00 $34.52 $749.98 Date Paid: Friday, September 27, 2019 Paid By: CHAU CONSTRUCTION Pay Method: CHECK 5317 Printed: Friday, September 27, 2019 9:10 AM 1 of 1 Y T Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $9.07 D19-0198 Address: 17348 SOUTHCENTER PKWY Apn: 2623049110 $9.07 Credit Card Fee $0.26 Credit Card Fee R000.369.908.00.00 0.00 $0.26 DEVELOPMENT $8.81 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17919 R000.345.830.00.00 0.00 $8.81 $9.07 Date Paid: Tuesday, June 18, 2019 Paid By: AL DANG NGUYEN Pay Method: CREDIT CARD 02438G Printed: Tuesday, June 18, 2019 11:50 AM 1 of 1 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/18/2019 11:50:13 AM CARD SALE VISA CARD NUMBER: ********** TRAN AMOUNT: $9.07 APPROVAL CD: 02438G RECORD #: 000 CLERK ID: kandace 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 NWCB Technical Document SUSPENDED CEILINGS 401 Suspension Systems for AcousticalUay~^n Ceilings Seismic Design Categories Dv E & F This document has been revised based on current Building Code standards. In all buildings, other than structures classified as essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of this document are deemed mocomply with the current building code interpretation. This document provides the IBC-201 5 referenced standards for the installation of suspension systems for acoustical lay -in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This document is designed to accomplish the intent of the International Building Code (IBC) with regard to the requirements for seismic design category D. E and F for suspended ceilings and related items. Unless supported by engineering, the suspension system shall be installed per these requirements and those nfthe referenced documents. Manufacturers' recommendations should befollowed where applicable, General Recommendations FOR COMPLIANCE APPROVED AN 30 2020 _-^ of Tukwila" BUILDING DIVISION ^ Referenced sources per hierarchy: 2015 International Building Code (IBC), American Society of Civil Engineers (ASCE7-1O).American Society ofTesting Materials (4ST[WC035.ASTMCG3G.AST[WE58O0E58UM).and Ceilings and Interior Systems Construction Association (C|5CA). , Partitions that are tied to the ceiling and all partitions greater than 6 ft in height shall be laterally braced to the structure, Bracing shall be independent of the ceiling splay bracing system. Souice: ASCE 1-16 Sectici? 13-5-8.1 ^ For further information on bracing of non -load bearing partitions, refer to NWCB Technical Document #200-501. ~ All main beams are \obeHeavy Duty (HO).u,./ ~ Ceilings less than orequal to 144 ft' and surrounded by walls connected to the structure above are exempt from the seismic design requirements. om"xe Aonwes30 x^*ioc,_4 ° These recommendations are intended for suspended ceilings and related components in areas that require resistance to the effects of earthquake motions. ;�oeASnwsn80xe=tio:3.z ~ All wire ties are Vnbe three tight turns around themselves within three inches, Twelve - gauge hangorwi,espaoed4ftonconkar(Figura12,3,4 ^ Changes inceiling planes will require positive bracing. 5.2.8.6 Build tomHigher Standard. xs«nooAnrsnS �g"5 EasUake �-\,; ESte I50| Seattle, vvA9EnO2 wwxunwcb.org in oREsON ud5O3'295'O-333 omai|oegon,,_,_1nwcbo'g PAGE I OF 4 Figure Lateral -Force Bracing «'~°°' 45' .' J \ ^ / /°,.1~~ rigure 3 Maximum Recommended Lengths for Vertical Struts EMT CONDUIT '/�"EMT conduit +rEMT conduit 1^EMT conduit vpm51o^ vpmr8" . vpm9'yr METAL STUDS Single `%" metal stud (2o-gauo*) o=ck-x`uac*1%rmetal stud <zooavge> vpm1rO^ vpm15'n^ Single 2�2"metal stud (2n-gnvga) upm13'6" ' Back-to-backz,2" metal stud (2n-ga"uo) upm15'0" o"vs° p"xmma"�i,7;9o^=*^*, Note: Pienum, areas nmaoermp /s'n^will revuirvonginmerhig Figure 4a Attached Wall Molding Requirements .� Figure 4u Unattached Wall Molding Requirements ` __,^(20a 1 Lateral -Force Bracing (Figures zand 3) ^ Ceilings constructed nfscrew- ornail-attached gypsum board on one level that are surrounded byand connected &owalls nrsoffits that are laterally braced 10the structure above are exempt from seismic design requirements. So'rcu.Ascs7-/oSection Qa5.AonweaooSection u ` Ceiling areas of1O00ftzorless shall beexempt from lateral -force bracing requirements. oo'nm.ASnms;ara^o'm^/.x ^ Lateral -force bracing inthe use ofvertical struts (compression posts) and splay wires (see Figure 2), ` Lateral -force bracing shall be 12fton center (maximum)and begin nofarther than 8 8Mnm woUn.so'"re»onwe000xevm".yzo.� ~ Seismic splay wires are tobefour 12'gaugewires attached Vr the main beam. Wires are arrayed 90,from each other and atan angle not exceeding 45^from the plane ofthe ceiling. oovrce.ASnw sueon5zu2 ^ Seismic splay wires shall beattached tothe grid and tothe structure insuch umanner that they can support uminimum design load of2UU|borthe actual design load, with asafety factor of2. whichever is greater (Figure Gb). «u.mw: CIocA z»opsy'* ` Power -actuated fasteners inconcrete orsteel shall not beused for sustained tension loads or for brace applications in Seismic Design Categories O. E or F unless approved for seismic loading. Power - actuated fasteners in masonry are not permitted unless approved for seismic loading. Exceptions: 1 Power -actuated fasteners in concrete, used for support of acoustical tile orlay-in panel suspended ceiling applications and distributed nyatemswhere the service load anany individual fastener does not exceed &0lb. 2. Power -actuated fasteners insteel where the service load on any individual fastener does not exceed 250|b(1 112N)�nn'me: xocs7-15,a�a ^ Splay wires are bzbowithin 2inches ofthe connection ofthe vertical strut tosuspended ceiling, Source. Aunus580 Sectmnsr.o.c ^ Rigid bracing maybe used in lieu ofsplay wires. s""rcn:Axnwso80 o°c�im,n�u� ` Ceilings with plenums less than 12inches tostructure are not required to have lateral -force bracing. o^.~z.pav we"amoovpa^"mv ` Vertical struts must bepositively attached mthe suspension systems and the structure above, owrceAynwewoSection ozu.2 ^ The vertical strut may be EMT conduit, mo1o| studs or proprietary compression post (see Figure 3). Wall Moldings (Figures 4a anmw) ^ VVoU moldings (perimeter closure angles) are required to have a horizontal flange 2inches wide. One end ofthe ceiling grid shall heattached <othe wall molding, and the other end shall have u 1/,inclearance from the wall and free 10slide. umrcsAsnwcs60so*m. 5.2.2.o°-m,"5_7,3 ~ Where substantiating documentation has been provided tothe local jurisdiction, perimeter clips may be used to satisfy the requirements for the 2-in closure angle, Source: State oforeuo"Building PAGE 2 OF 4 Build tmuHigher Standard. ° / Figure 5a Figure 5b^Counmrsloping Figure Sa Vertical hanger wire attachment Shotin anchor Structural concrete — ,; Ceiling clip n Vertical hanger Wire Figure 6b Splayed seismic bracing wire attachment drill -in expansion anchor Structural concrete —� Steel strap 1 in wide ,2wlong " 12-gauge minimum 3wms Splayed seismic bracing wire ^ Perimeter sappurtingclips shall beattached Aothe supporting closure angle orchannel with aminimum oftwo screws per clip and shall be installed around the entire ceiling perimeter. Scurce:A3CE 7-76. Section 13,5.6.2,2a ^ The grid shall beattached ut two adjacent walls (pop rivets orapproved method). Soffits extending toapoint sk least level with the bottom plane ofthe grid and independently supported and laterally braced tothe structure above are deemed to be equivalent to walls. Source: State mOregon, Spreader Bars (Figure 4b) ^ Terminal ends ofmain runners and cross members shall betied together orhave some other approved means to prevent their spreading. So"�e:,5,onwlc580,'-�o��5.2.4 ^ Spreader bars are not required otperimeters where runners are attached directly tuclosure angles. ` Spreader bars are not required ifaUO^intersecting cross ormain |o within 8inches ofthe perimeter wall. ~ Where substantiating documentation has been provided tothe local /uriadiotion, perimeter clips may be used to satisfy the requirements for spreader bars. SaWce: Stafc of Oregon, Building Codes Divislorl Hanger (Suspension)Wires (Figures o°and 5b) ^ Hanger and perimeter wires must boplumb within i:Gunless (Figure 5a) counter sloping wires are provided (Figure 5b).unv��^Srmco36 Section z/,4 ^ Hanger wires shall bo12'gaugeand spaced 4ftoncenter. ou"I'Co/*xnw csaoSection z/aAanwsauSection a2.r./ ~ Any connection device mt the supporting construction shall becapable ofcarrying not less than 1OOlb. Source: ciSo*zones 3-4 ~ Powder Actuated Fasteners (PAFo)are anapproved method of attachment for hanger wires. Source: Aucs7-/a1z.4.aException /&zState of Oregon, B'fl'-YinpCodes Division ^ Terminal ends of each main beam and cross toe must be supported within 8inches ofeach wall with aperimeter wire orapproved wall support (see Figures 4o& 5a). xn"mo.ASnwsoaoSection s-zs ~ Wires shall not attach toorbend around interfering material or equipment. Atrapeze orequivalent device shall boused where obstructions preclude direct suspension. Trapeze suspensions shall basized toresist the dead load and lateral forces appropriate for the Electrical Fixtures ~ Light fixtures weighing less than 1U|bshall have one 12'Qaugehanger wire connected from the fixture kxthe structure above, This wire may be slack. x,s=°.xxm/snucs°c,.;p/ax.* ~ Light fixtures weighing more than 1O|band less than 5G|bshall have two 12'gaugowires attached atopposing corners ofthe light fixture tothe structure above. These wires may heslack. ao,,ve;,Acnwe5000acoma3.n ~ Light fixtures weighing more than 5GK/shall besupported directly from the structure above byapproved hangers. Source: *xrwes60Section 53.6 ~ Pendant -hung fixtures shall bedirectly supported from the structure above using aQ'gaugowire oranapproved alternate support without using the ceiling suspension system for direct support. aw"reAonwc5aooe=iio"a3.r Build toaHigher Standard. wwvxnwcb.org PAGE 3 OF 4 �,� � Figurer i supported directly from the structure above byapproved ` Pp Mechanical Services ` Terminals orservices weighing less than 2O|bshall ba positively attached tothe ceiling suspension main runners ortocross runners that have the same carrying capacity aothem ainrun ners.o*urre:xunwE5mnSerw"s,4�, ` Terminals orservices weighing 2O|bbut not more than 56 |hshall have, inaddition to 5.4.1.two 12'gauge wires connecting them \othe ceiling system hangers or the structure above, These wires may beslack. source: Asnwsomxc0i,:/s4.2 ` Terminals orservices weighing more than 5S|bshall bn Seismic Separation Joints (Figure 7) ~ All continuous ceiling areas exceeding 250Ofp(232m'). shall have a seismic separation joint, bulkhead hnuoed tothe structure o/full-height partition that breaks the ceiling into areas nfnomore than 25OOft'(232m')and eratio ofthe long toshort dimension less than orequal to four. Each area shall be capable of allowing + or — 3/4 in (19 mm) axial movement. Areas surrounded by bulkheads orfull height partitions shall baprovided with closure angles. Each area with mseismic separation joint, bulkhead orfull-height partition shall have horizontal bracing orrestraints. �uu�wxsc�;,sao��, Sprinklers ^ For ceilings without rigid bracing, sprinkler head penetrations shall have a2-inoversize ring, sleeve or adapter through the ceiling tile tuallow free movement of atleast one inch inall horizontal directions. Flexible head design that can accommodate 1 inch free movement shall be permitted as an alternate. '-'Zo(jjce:.-IS,M,-�5BOSectiof?5.2.8.5 Glossary for this Document (regional terminology may vary) CROSS TEE The cross member that interlocks with the main beams, also known asmcross runner o,cross T-bar. DIFFUSER Acircular orrectangular metal grill used for the passage ofair from aducted system. ESSENTIAL SERVICE BUILDING Any building designed uz heused bypublic agencies osafire station, police station, emergency operations center, State Patrol office, sheriff's office, oremergency communication dispatch center. GRID The main beams and cross tees o(the suspension system, HANGER WIRE 10-or12'gaugesoft annealed wire used ao primary support for the grid system. Also called asuspension BRACING The bracing method used to prevent ceiling uplift orrestrict lateral movement during a seismic event. Lateral -force bracing consists ofvertical struts and splay wires. MAIN BEAM The primary suspension member supported by hanger wires, also known asthe main runner orcarrying tee, carrying runner ormains. MOLDING/CLOSURE ANGLE Alight-gauge metal angle o, channel fastened ^othe perimeter wall orpartition bzsupport the perimeter ends qfanoncpvshca|ceiling grid, PERIMETER CLIP Aproprietary angle bracket attached directly to ,he wan molding/closure angle which allows for 1/�i"movement inthe event ofseismic activity and interlocks properly with ends o[grid system. PERIMETER WIRE Ahanger wire placed within 0inof the surrounding walls. PLENUM The space above asuspended ceiling, SLACK WIRE Al2'gavgewire that innot tight o,taut. SPREADER n,SPACER BAR Abar with notches tuprevent the suspension system from separating, also called ostahi|izer bar. SPLAY WIRE Awire installed auanangle rather than perpendicular vothe grid. VERTICAL STRUT The rigid vertical member used inlateral- force bracngnfthesuapansionoyotem.A|snknownan compression post, seismic pod orseismic strut. Common materials are electrical conduit (EMT).metal studs or proprietary products. The NWC8 has been serving the construction industry since 1950. It is recognized as a technical authority. educationalspokesperson for the wall and ceiling industry. It provides servicts to architects and the construction community on all matters relating to the diversified wall and ceiling industry -As the industry's development and coordination organization, the NWC13 saw the need to establish this document to provide clarification and the intent of NEHRP (National Earthquake Hazards Reduction Program) an agency of FEMA (Federal Emergency lVanagement Agency). It is meant to serve as a set of recommendations and is not intended for any specific. construction project. NWCB makes no express or implied warranty or guarantee of the techniques. construction methods or materials identified herein. PAGE 4 OF 4 Build tma Higher Standard. www.nwcb/o,g Environmental Health Services Division «Oz Fifth Avenue, Suite 1100 Seattle, wn9a1u*'oy1m 206'263'e566 n,xuna'zea-o1on nYRelay: 71z July 8.201S Ai Nguyen Nguyen Group Design 1221 S. King Street Seattle, WA 98144 Public -Health _ Seattle & King County Transmitted via electronic mail and US Mail CORRECI-ION LTRA ED C/TN OF TUKVV/y A ��P "� w� ��' �= �� Re: PLANS AND SPECIFICATIONS FOR: '3��T�� (�o|danDaisy BBQ|Lann'sSeafood hNmrkmt.17348 SomthoenterPmrkmmy.~[bNVVD�'v��','~~^. 98188 Dear Ms. Nguyen: The plans and specifications for the proposed new project has been reviewed and, inaccordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: � As discussed, most of the food preparation will take place at the Seattle location which address the concern about cooler space. ° As discussed, the mop/janitorial sink will be provided by the market at all times. ° Hot water generation and distribution systems must be sufficient to meet the peak hot water demands throughout the food establishment. ° Any specialized menu processes must beapproved prior. ° Reotnoomsfor customers and employees must bewithin 20Ofeet mtall times. ° Lockers orequivalent will have hobeprovided for storage of employee's personal belongings. ° All prep sinks, espresso machine, and ice machine must be indirectly plumbed. Plumbing systems must bedesigned, con,tructed, and installed according to law (applicable local, state, and federal statutes, regulations, and onjinancmn). � No changes to layout, scope of service, or menu shall be made without Health Department approval. Your establishment has been assigned the following plan review service number (SR1427500). Please use this GRnumber inall future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator/owner shall: 1� Complete an application for the annual operations permit if you do not have a currentpermit. Include acopy nythis letter when applying for the annual permit. Please call meprior hopaying for your permit boverify the correct fee amount and process. Please beadvised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain m pre -operational inspection approval. Contact meot2UG-2G3-O531 at least one week in advance toschedule apre-operational inspection. Besure all other inspections (p|umbing. building, etc.) are done before you call the Health Department for an inspection. This approval letter only addresses the equipment, plumbing fixture locations and finishes.bdoes not include piping, grease traps, back flow prevention or other piping systems. Your application for a food service establishment permit from Public Health - Seattle & King County may be approved during this inspection; however, it is the responsibility of the food service establishment operator/owner to obtain all necessary permits and approvals from other agencies. For example, Dlqov olqr Page Golden Daisy 880(Lxm`xSeafood K;urku)-8R\42750O applicants inthe City ofSeattle must gotoSeattle Department ofPlanning and Development (DPC)bn check ifobuilding permit is required. Operating the establishment without these required permits or approvals may subject the operator/owner tolegal action bythe appropriate agencies. If the establishment is opened without the Health Department pre -operational inspection, it may be subject to closure. Failed pre -operational inspections will require a$444fee (plus $222.0Uper hour after two hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and pre -operational inspection goes beyond the base four (4) hours for this proposed new operation. Aninvoice will bosent to you after the pre -operational inspection and must be paid immediately. Please also be advised that, once your plans are approved, you will be charged for a plan resubmittal fee of $222.00 per hour should you decide to subsequently change the equipment floor plan. Contact your local building department cvwater district ifpre-treatment facilities are required when wastewater contains more than 100 parts per million byweight offat, oil orgrease ofanimal, vegetable or mineral petroleum origin. Ifyou have any questions, please dunot hesitate tocontact me. Thank you for your compliance inthis matter and I look forward to working with you. John Shin, R.S. Food/School Plan Reviewer Health & Environmental Investigator III Environmental Health Services Division Public Health Seattle -King County CNK'PH-1100 401 Fifth Avenue, Suite 11OO Seattle, VVA381A4-1818 Direct: 286'263'8531 Emai|:John.Qhin(cD_kinqcuunty.qov JLS Enclosures Cc: 8upingLiu, Owner City of Tukwila Department of Community Development July 18, 2019 AI NGUYEN 1221 S KING ST SEATTLE, WA 98144 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0198 GOLDEN DAISY BBQ - 17348 SOUTHCENTER PKWY Dear AI NGUYEN, 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 SUBMI I 1 ALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seaUstamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Application for King County Department of Public Health (KCDPH) permit shall be required prior to receiving a building permit however KCDPH permit shall not hold up building permit approval. Final building inspection and approval shall occur after KCDPH has approved their final inspections. Show application for (KCDPH). 2. Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Form for Commercial. Buildings, available online at: https://wseccompliancedocuments.com/index.php on the right side you will see the link "WSEC Documents". Click on that and if you haven't already, you will need to create an account. Sign into the account and there you will find the forms. 3. Sheet N-2 General Notes #2 refers to 2009 codes. Revise to show compliance with 2015 codes. 4. Sheet N-3 Equipment Notes indicate to provide an employee locker where the tankless water heater and 4 tier storage rack is located. It appears the locker would block the water heater for service and the location may not be large enough for the locker. Please clarify or provide an elevation view detail. 5. Sheet N-3 also shows a counter and cabinet in the location of the power panel. Please verify or provide an elevation detail to show the electrical panel shall have sufficient clearance for access. 6. Sheet N-6 has wall section details. However, I could not find any floor -plan sheets with wall types indicated. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please clarify. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation, The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 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, 46€ Ka dace Nichols Permit Technician File No, D19-0198 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Lams SeaFood Asian Market 1221 S King Street Seattle, WA 98144 Phone: 206.957.7006 Email: info@Lamseafood.com 6/5/2019 City of Tukwila Building Services Community Development Public Works Department Re: Lam's Seafood Asian Market Tenants Ref: Project No. 18010 Operation Hours/Public Restroom Access To whom it may concern: RECEIVED CITY OF TUKWILA .. , • 1 ' 14..`, j u tui4 PERMIT CENTER Lams Seafood Asian Market has a Common Area with 5 tenants who will be occupying the west side of the building, 243 Minkler Boulevard, Tukwila, WA 98188. Their open hours will have different business hours from the market area. The tenants are: Tenant T1-Vietnam House Restaurant Tenant T2-Mia Saigon Sugar Cane Drink Shop Tenant T3-Golden Daisy BBQ Tenant T4-Go Poke & Japanese Donuts Tenant T5-Lam's Bakery & Common Area The 5 tenants above will have: 1) Flexible business hours beyond open hours on the weekend and for special events, community programs & activities. 2) Access to the public restrooms located on the ground floor of the building. These restrooms will be kept open during all business hours to accommodate Lam's Market as well all Tenants business hours. Please contact me at 206.957.7006 or by e-mail teizi.mersai@lamseafood.com if you have any questions about these issues. Sincerely, Teizi Mersai Business Operations Manager Lam's Seafood Market 1221 S King St Seattle, WA 98144 P: 206.957.7006 teizi.mersai@Lamseafood.com r City of Tukwi a Department of Community Development December 26, 2019 AI NGUYEN 1221 S KING ST SEATTLE, WA 98144 RE: Correction Letter # 1 to Revision #1 DEVELOPMENT Permit Application Number D19-0198 GOLDEN DAISY BBQ - 17348 SOUTHCENTER PKWY Dear Al NGUYEN, 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. 1 have enclosed comments from the following departments: BUILDING - R DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. Plan sheets with correct clouded changes are required. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D19-0198 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 f PENT WORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0198 PROJECT NAME: GOLDEN DAISY BBQ SITE ADDRESS: 243 MINKLER BLVD Original Plan Submittal X Response to Correction Letter # DATE: 01/10/2020 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: OC/ Building Division Public Works Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator DATE: 01/14/2020 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/25/2020 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire El Ping 0 PW 0 Staff Initials: 12/18/2013 N -PL:FIM!T MORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0198 DATE: 12/11/2019 PROJECT NAME: GOLDEN DAISY BBQ SITE ADDRESS: 17348 SOUTHCENTER PKWY Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: ?31-.s (brisk 1)--).3 Building Division Pubiic AtAtk s 1114 Fire Prevention Structural r tot Planning Division Permit Coordinator LI u PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 12/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved LI Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE; 1/9/2020 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 1)%24 Bldg Fire El Ping 0 PW El Staff Initials: 12/16/2013 v"ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0198 DATE: 09/10/2019 PROJECT NAME: GOLDEN DAISY BBO SITE ADDRESS: 17348 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter #1 Revision # after Permit Issued DEPARTMENTS: uilding Division • 4141 C, Public Works Fire Prevention Structural Planning Division Permit Coordinator El • PRELIMINARY REVIEW: Not Applicable LJ (no approval/review required) DATE: 09/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved P Approved with Conditions Corrections Required J Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 10/10/2019 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Q Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0198 PROJECT NAME: GOLDEN DAISY BBQ SITE ADDRESS: 17348 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # DATE: 06/1.8/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: k3 COW 61 CI Building Division by\ Avc 17 Public Works W1 P\N(i Fire Prevention Structural Planning Division Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/20/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required P Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/18/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire D Ping 1:3 PW 0 Staff Initials: 12/18/2013 1 PROJECT NAME: b (g1 D ou 5 213a PERMIT NO: ( -- O 1 q S SITE ADDRESS: aLL3 nh,vikter, 51vel ORIGINAL ISSUE DATE: q/.27/(9 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: \ jrt.L TA e, upd i,,� ( Q ya,I h� /d g,4td [s 73- t - acl�.l_3A 1 r T".3 - a.c, Received by: c„ M /Vt u CYAQ 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 b (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVI SION SUBMITTAL 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: 1/6/2020 Plan Check/Permit Number: D19-0198 E1 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 1 after Permit is Issued 1] Revision requested by a City Building Inspector or Plans Exa El Deferred Submittal # e Project Name: Golden Daisey BBQ Project Address: 243 Minkler Blvd Contact Person: Freeman Fonq Phone Number: 206.399.3071 Summary of Revision: On Sheet N-3, corrected WALL PLAN to show actual partitions constructed in the field and called out partitions under separate permit. Modified WALL LEGEND to show wall construction used in the field. On Sheet N-4, update REFLECTED CEILING PLAN. RECEIVED CITY OF TUKWILP. 2020 PEI:111111T CENTER Sheet Number(s): N-3, N-4 "Cloud" or highlight all areas of revision including date of revio Received at the City ofTukwila Permit Center by: ER'Entered in TRAKiT on C:\UsersbiIl-r\DesktopRevison Submittal Forni,doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: littp://www.Tu!zwila A.cov REVISION SUBMITTAL Revision submittals must be submitled in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1;re-161I t101 ID Response to Incomplete Letter # [11 Response to Correction Letter # Revision # before Permit is Issued Plan Check/Permit Number: Revision # 1 after Permit is Issued Ei Revision requested by a City Building Inspector or Plans Examiner 111 Deferred Submittal # Project Name: ort91/64/1\) pAds-i-r 136? () # I Project Address: I-134 9 sponec4-31442_ i1/4-pAm1kt-r1ile1444*-el(cez, Contact Person: .1 .1\ii/"fee+) Phone Number: 7-e 3-15— I 47-f5 Summary of Revision: PAgM.fr'l C-4A-(1 '7-00 3 '4 7-'°1 21e5 Wklit11-1' per4 u9m--79 112-1) ctVP--4.4, N 0-145/T:)006,4A-S -t-3-fAviA/A-w/A) 0-1.44 [7101-0Fib RECEIVED CITY OF TUKWILA DEC 0 9 2019 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of -revision including date ofrevision Received at the City of Tukwila Permit Center by: Ej Entered in TRAKiT on CALIsers\Kandece-MAppData N.LocallMicrosoft WindowskINetCache1ContentOutlook \QB5 I BYWC0/..evision Submival Form.doc Revised: August 2019 Date: Li Li LJ City of Tukwila REVISION SUBMITTAL 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. Plan Check/Permit Number: Diey og2 Response to Incomplete Letter # Response to Correction Letter # Revision # Revision # before Permit is Issued after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: RECEIVED CITY OF TUKWILA SEP 10 2019 PERMIT CENTER (2-7297/1S/Nire) 4soip1/ egco Project Address: /7.3 c?"-t? ,S() -I/tog gp(Z2- /05/ ‘7(C7/065 Contact Person: Ai (174 Phone Number: 24,637c 79-P---e3 Summary of Revision: me0444-7/- 11/4-1 -S7-1171-02757TO 1.11" /6fl-e-m\/6-7 ,WeS - 7v2E(170.04we ro gAtziST proviii7 :#1goi0 ,t'77f t i'_A9415M,(WIE7-7/A> TaVP E-rCA12,14.5Y-9 CAD 0/ Cer--P--W74m/ 2?k7/9-- capc_S' S/Ve 22CA 7 0 A/I,07/)1, 157%. e 920p) 07 op EX;e:-. 794-411-1- ; 4 (4A-0 I* Tkz,. c-i-1-19 45 fi,(77942. Sheet Number(s): N "Cloud" or highlight all areas of revision including date of evision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 10 9 CAUsers Wandace-bRAppDate,LocaRMicrosoftlWindows\INetCache Content.Outlook\QB5 I SYWC \ Revision Submittal Form.doe Revised: August 2019 TTG LLC kvanol C;ontact Page 1 of 2 Safety & Health Claims & Insurance Washington State Department of Labor & Industries ;Search L&I A-Z lulix Boll] My Workplace Rights Trades & Licensing TTG LLC Owner or tradesperson THOMAS, TED ALAN Principals THOMAS, TED ALAN, MANAGER WA UBI No. 603 584 400 PO BOX 13313 SEATTLE, WA 98198 206-391-1025 KING County Business type Limited Liability Company License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. TTGLLL*840JJ Effective — expiration 04/11/2016— 06/08/2020 Bond Wesco Insurance Co Bond account no. 46WB074575 $12,000.00 Received by L&I Effective date 04/11/2016 03/30/2016 Expiration date Until Canceled Insurance Western World Ins Co Policy no. NPP8492587 $1,000,000.00 Received by L&I Effective date 01/10/2019 01/04/2019 Expiration date 01/04/2020 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 No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements Help us improve haps://secure.lni.wa.gov/verify/Detail.aspx?UB1-603584400&LIC=TTGLLL*84011&SAW= 9/27/2019 TTG LLC OMWBE Certifications No active certifications exist for this business. Page 2 of 2 Apprentice Training Agent Not allowed to have apprentices. Workers' comp No active workers' comp accounts during the previous 6 year period. Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1, 2019 Needs to complete training. Contractor Strikes No strikes have been issued against this contractor, Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Washington State Dept. of t-aboi & Industries. Use of this site is subleer to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603584400&LIC=TTGLLL* 840JJ&SAW= 9/27/2019 DIVISION OF WORK FOODSERVICE EQUIPMENT 8c FIXTURES UITLITY REQUIREMENTS PROVIDE PLACED to z 0 0 5 ix E.C. Li c3 OWNER E.0 U ci OWNER ITEM QTY. DESCRIPTION MANUFACTURER/MODEL DIMENSION UTILITY REQUIREMENT PLUMBING REQUIREMENT INSTALLATION DETAILS REMARKS OPEN SERVICE COUNTER 0 0 El 1 ea POS system — — 110V/5amps — — — 0 0 E1A 1 ea Menu LED Samsung 60" dia 110V/lamps — — — 0 0 E1B 1 ea Scale with label Globe/GS30 17"x16"x6.5" 110V/0.1Amps — — — 0 0 E2 1 ea Dimsum 3 well buffet warmer 22.63"x27.36" 22.36"x27.36"x10.43" 110V/850watts Drain to FS Ceiling mounted With bracket 0 0 E3 1 ea BBQ display s/s, glass Custom—fab 48"Lx23"Dx84"HT 115V/9Amps — — — 0 0 E4 1 ea Refrigerator display case Techtongda 32"x30"x48"H 110V/11Amps — — — 0 0 E5 1 ea Hot water urn 100 cups Protor—Silex/401000 6.5"Wx10-3/4"Dx17"HT 120V/16Amps — — — 0 0 E6 1 ea Ice maker air cooled/half dice 125 lbs. Berg/KA4125/BC125H 22"Wx21-3/8"Dx32-1/2"HT 120V/11.8Amps Drain to FS — — 0 0 E7 1 ea Hand sink drop —in w/ faucet — — — HW/CW direct drain — — 0 0 E8 1 ea Ice cream freezer HB6—HCD 28.5"Dx27.5"LX32"HT 115V/1.3Amps/1 phase Bottom mounted — — 0 0 E9 1 ea Cutting station/stainless Custom—fab/wood top — — — _ — 0 0 E10 1 ea 1—hole Chinese wok w/ tip jet burner Chinese Wok/Custom—fab 32"LX42"Dx62"HT Gas/130,000 BTU Included water faucet _ _ 0 0 Ell 1 ea 4—Burners top with oven Cookrite/ATO-4B 24"LX34"Dx59.5"HT Gas/124,000 BTU, 1" inlet _ — — 0 0 E12 1 ea Gas oven BBQ with legs BBQ OVENS, Custom—fab 36"x36"x82" Gas/63,000 BTU, 1" inlet — 0 0 E13 1 ea Work table s/s Custom—fab 18"x48" — — — — 0 0 E14 1 ea Rice cooker 28 cups Cuchen/CJE— B2801US 18"x19"x16" 120V/60 hz/1600watts — — — 0 0 E15 2 ea Rice warmer 30 cups — 120V/60 hz/1600watts _ — — 0 0 E16 1 ea Microwave with wallmounted shelf Magic Chef/MCD11E3B — 120V/1.4KW — _ _ 0 0 E17 1 ea 1 door ref. 8 pans prep sandw. Berg/753127 27"Lx32D 115V/9Amps _ _ _ 0 0 E18 1 ea 1 Door refrigerator slide Berg/with glass door 27"Lx32D 115V/9Amps _ — — 0 0 E19 1 ea Soup warmer Sentinel/KX0065 Verify 120V/12000 watts — — _ 0 0 E20 1 ea 2 door ref. underc. ® back counter Berg/752460 60"Lx32D 115V, 6.7Amps — — — 0 0 E21 1 ea Exhaust hood type 1/20 gauge s/s Great Sun Custom—fab 8'-0"x54"x24" MEP by Great Sun — MEP by Great Sun — 0 0 E21A 1 ea Exhaust fans 2,4000 CFM Dayton/5PV07 MEP by Owner 115V, 208-230/1 Phase — MEP by Great Sun — 0 0 E21B 1 ea Makeup air Essik/7AC30 MEP by Owner 115V-230/1 Phase — MEP by Great Sun — 0 0 E21C 1 Lot Stainless steel flashing Great Sun Great Sun Great Sun — MEP by Great Sun — 0 0 E22 1 ea Fire suppression system MEP by Owner MEP by Owner MEP by Owner — — — 0 0 E23 1 ea Hot Water 80 gal, tankless Rheem/180000 BTU 25-5/8HTx10"Lx14"D Gas/3/4" inlet Direct drain Verify Verify 0 0 E24 1 ea 1—Comp prep sink w/1 db with faucet Sauber 3'-9"Lx2'-6"W CW/HW Indirect to FS — — 0 0 E25 1 ea 3—Comp pot sink w/1 db with faucet Sauber 6'-5""Lx2'-6"W CW/HW/DW Direct drain Connect grease trap — 0 0 E26 1 ea Grease trap/75 GPM/Indoor Shier/GB-75, 75 lbs. 28"Dx37"Wx15"HT DW/Direct drain Connect to 3—C sink Above grade By plumber 0 0 E27 1 Lot Dry storage rack 4—tier aluminum Metro Shelving 24"x36"x74"HT — — — — 0 0 E28 1 Lot Dispos counter for (3) trashes Custom fab — — _ — — 0 0 E29 1 ea Pot filler Fisher/double swing — CW only — _ _ 0 0 E30 1 ea Waffle maker _ — _ _ _ _ 0 0 E30 1 ea Hand sink wall mounted — — — — — — 0 0 E31 — Spare — _ _ — — — 0 0 E32 — Spare _ _ _ — — — 0 0 E33 — Spare — _ _ — — — 0 0 E34 — Spare — — — — — — 0 0 E35 — Spare _ — — — — FINISHED MATERIALS SCHEDULE AREA WALL CEILING FLOOR BASE 6" MANUF. COLOR INSTALLATION NOTES FRONT AREA PAINT/TILES PAINT/WASH. TILES SEALED CONCRETE CERAMIC TBD TBD BACK AREA FRP/QUARRY TILES PAINT/WASH. TILES SEALED CONCRETE CERAMIC TBD TBD BACK AREA ® COOKLINE STAINLESS STEEL WALL FLASJING PAINT/WASH. TILES SEALED CONCRETE CERAMIC TBD TBD FIXTURES, CASEWORK SCHEDULE AREA ITEMS BASE CABINET TOP SURFACE DIMENSIONS BASE 6" MANUFACTURER INSTALLATION NOTES FRONT AREA SALES COUNTER/SNEEZE GUARD PLYWOOD GRANITE/QUARTZ SEALED CONCRETE CERAMIC TOE KICK TBD BACK AREA BACK COUNTER PLYWOOD PAINT/WASH. TILES SEALED CONCRETE CERAMIC TBD BACK AREA ® COOKLINE STAINLESS STEEL WALL FLASHING PLYWOOD PAINT/WASH. TILES SEALED CONCRETE CERAMIC TBD LOCKER FOR STAFF 12"X12"X60" METAL BY PARAMOUNT LOCKER MANUF: GLOBAL INDUSTRIES WALL LEGEND EXIST. DEMISING WALL PER LAM'S PERMIT #D19-0034 ALL NEW WALLS ARE 10'-0" & 12'-0" HT AFF 3-5/8" X 20 GAUGE METAL STUDS ® 24" O.C. W/ 5/8" GWB, BOTH SIDES LOW WALL ® 36" & 42" HT/CABINET WALL WITH OR WITHOUT 42" HT VERTICAL GLASS (N/A) i" TEMPERED, SINGLE GLAZED GLASS SNEEZE CUSTOM-FAB GUARD/SHELVING SECURITY GATES BY ALUMATEC 10'-0" HT AFF X WIDTH VARIES EA. TENANT WALL NOTES: ® POCKET WALL FOR SECURITY GATES/MOBI-FLEX ® COLUMNS (1 OF 2) DECORATIVE FOR POST 1 ® DIM. COLUMNS (2 OF 2) DECORATIVE AS PAIR ® EXISTING COLUMN. POST TO REMAIN ® PONY WALL ® 42" HT. AFF/GLASS ABOVE (2 LOTS) ® PONY WALL WITH GLASS ABOVE OD 38'-1 " 38'-1 " 3' 3' E9 EQUIPMENT PLAN SCALE: 1/4" = 1'-0" CUTTING STATION E3 E7 ElB E18 BACK CNTR.j FRONT AREA PAY/ORDER PICKUP 4 E P EC. NEL 3'-2" 13'-4" S2 E17 E18 FLIP UP CNTR. ACCESS 3' 4SSE SIBLE CNTR. 3' 16'-10" E2 2'-9" 3' CLR. 5'-4" E28 BACK AREA E21 COOKLINE TYPE 1 EXH. HOOD E12 SEPARATE PERMIT RE9UIRED FOR: Mechanical Electrical Plumbing d Gas Piping City of Tukwila BUILDING DIVISION E23 E27 10 E22 1'-6" , 31'-9" EQUIPMENT NOTES Qi PROVIDE SNEEZE GUARD GLASS WITH SHOP DRAWINGS O ALL SERVICE COUNTER HEIGHT IP 34" HT AFF 0 2-TIER LOW FLOOR RACK CHEMICAL CLEANING SUPPLIES ® PROVIDE LOCKER FOR STAFFS - SEE SPECS 15'-1" - NEW LOCATION 12'-6" ELEC. PANEL 8'-11" PROJECT DESIGNER: m O 1 CD OFFICE: ASIA PACIFIC CULTURAL CENTER 4851 SOUTH TACOMA WAY, TACOMA, WA 98409 P: 206.375.1428 F: 253.270.8888 PROJECT ARCHITECT: FILE >( P.mHt No. jr— (Act( Plan review apprcvai is omissions Approval of consu,c:, for authorize the vioial cn c• ordinance Receipt ei acc _Qindiuons s a-, By l)o. Date /5t BL REVISIONS Nor sr.a;' ' ;le to toe scope of worn 3.:1:1`val J' toe Tukwila Building ID.,iision NOTE: Revisions will reauire a new plan submittal and may include aaddional plan review. 5'-11" • N o) • PLUMBING REQUIREMENTS PLAN SCALE: 1/4" = 1'-0" _ FS3 FS4 IMP :;T 2 AR EA COOK 0 PLUMBING NOTES: _IN TArP L H0i- WA7FR \ \ • u) ® FLOOR DRAINS (2) TOTAL; FLOOR SINKS (5) TOTAL ® QUARRY TILE 8'X8" 0 STAINLESS STEEL WALL FLASHING ® PROVIDE GAS & WATER INLET IN THIS AREA I® EXIST. METAL POST TO REMAIN TOTAL GAS BT,: /97,000 LA\DL0D TO DRu`✓DE 1" WATHR VAVIStONNO; 1„�0�;=,PM�,�� o'aP9a L�� B \G PXTHES - 27DP, 26P , � f° T ° R'142150p \ FD2 \ REVIEWED FOR CODE COMPLIANCE APPROVED JAN 30 2020 City of Tukwila a BUILDING DIVISION 0, r#1 C/3 IL 111 W COL._ W a) Li- 0 U to 0 N LL O N X Q< u I a�'- W cc a LU w 3547 REGISTERED AR9ECT OWNER/TENANT 3: 17348 SOUTHCENTER PARKWAY SUITE 103 TUKWILA, WA 98188 ELEC. PANEL EXISTING DEMISING WALL WALL PLAN AL.) SCALE: 1/4" = 1'-0" _ FRONT AREA 16'-10" GATES 31 —9 CO 13'-4" BACK AREA COOKLINE TANKL HOT WATER CORRECTION LTR# 1 CY OF i (JK V LA JAN 10 2020 PERMIT CENTER EXISTING PER LAMS'S TI D19-0034, TYP., U.O.N. LAM'S SEAFOOD ASIAN MARKET © PARKWAY SUPERCENTER CORRECTION #1 PER TUKWILA BUILDING DEPART AUG 22, 2019 CITY OF TUKWILA CORR JAN. 6, 2020 RAWN BY AN/NGD HECKED BY FFA ATE JUN 14, 2019 RAWING NAME: 3 OF 6 EQ RAWING NAME: 3 WAL © NGUYEN GROUP LLC, 2019 12' EXIST. NEW SMALER AREA WAITING WALL LA\ CUT TABLE J� T 38'-7" BBQ UNIT DISPLAY NIC FREE STANDING POST LOCKING FOR GATES DETAIL B PER STRUCTURAL NOTES ATTACHED 16'-10" GATES 31'-9" WALL TV D FJ SCALE: 1/4" = 1'-0" -YpP.5.44,o-n4le-t. o✓Ek, S €x , :015 T w f 69)*t0'3EA...016r 1116AP C.7"-//3 2- SJp& SAC4d AtiG,i /4 57" . , r II/ar A77"Aci Troeelt�. T/ (TY ) 4T A. t c?o/J /1-71/eft ¢ Low /PA0o0J,.2,00 -sy io/ .2xZ Waj x3" cL//,t- EA ENd? 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PANEL 13'-4" COOKLINE 8 HOOD BACK AREA COOKLINE 8' HOOD EXISTING PER LAMS'S TI D19-0038 ALL PERIMETERS WALL TANKL HOT WATER 0 WALL TYPES UPDATE tK. - 4 G'I%t- (& */o, 7yP r . /Bra 5r✓a Z. /01 572,,D dij P.4,2 /444,72e1a ..„0 STHCLHAL DFTA C. lj`pNT bpof24o"S34 1 400I/4Z-'3 G /4 "7_ 7,G 1 a4,iv e.,4c,7i©.e) G4 4'%' It- Gx, L%x PvRc,d 62) /poo r b, 34e peg," £A £"r3 r.— hoo s /6 2 - 93 a /cm 9 'Sdx!e J c./c4, t! r E4 LS \OTHS Lam, 5 4y REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 9 2019 PERMIT CENTER PROJECT DESIGNER: ASIA PACIFIC CULTURAL CENTER rn 0 CO rn 4851 SOUTH TACOMA WAY, TACOMA, P: 206.375.1428 F: 253.270.8888 w PROJECT ARCHITECT: ■t A § z I cf.) 40.1L H iro OWNER/TENANT 3: m m Lil U LAM'S SEAFOOD ASIAN MARKET © PARKWAY SUPERCENTER 17348 SOUTHCENTER PARKWAY SUITE 103 TUKWILA, WA 98188 PROJECT NO. 18010 BUILDING PERMIT NO. D19-0198 HEALTH PERMIT NO. 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LIGHTS 2'X4' TPE EDGELIT LED TROFFER LEMENS 900 120V/34.4 WATTS INSTALL ® 12'-O" HT AFF 4 172 WATTS (5)x34.4WATTS GC/ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING SUMMARY WITH PERMIT/ PRIOR TO FIELD INSPECTION TENANT 5 HALLWAY STORFRONT TREATMENT SHOWN FOR ALL TENANTS © EXISTING STEEL POST TO REMAIN -CORRECTED 8" WOOD COLUMN TO REMAIN INCLUD. SHEET ROCK NOT IN THIS PERMIT Lams -Font. t4)tz UNDERS. OF ROOF DECK EXIST. 18'-O" HT AFF (SLOPING) SOFFIT ENDS © 12'-0" HT AFF 10'-0" HT AFF STOREFRONT OPENING REVIEWED FOR CODE COMPLIANCE APPROVED JAN 30 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF "CU1:►1 ILA JAN 10 2020 PERMIT CENTER PROJECT DESIGNER: PROJECT ARCHITECT: OFFICE: ASIA PACIFIC CULTURAL CENTER P: 206.375.1428 F: 253.270.8888 ai@nguyengroup.us W: www.nguyengroup.us OWNER/TENANT 3: ICI (::::) LAM'S SEAFOOD ASIAN MARKET @ PARKWAY SUPERCENTER SOUTHCENTER PARKWAY SUITE 103 CO N) TUKWILA, WA 98188 PROJECT NO. 18010 BUILDING PERMIT NO. D19-0198 HEALTH PERMIT NO. SR-1427500 CORRECTION #1 PER TUKWILA BUILDING DEPART AUG 22, 2019 REV. 2 BY OWNER CONSTRUCTION SET OCT. 8, 20198 DRAWN BY AN/NGD CHECKED BY FFA DATE JUN 14, 2019 DRAWING NAME: 4 OF 6 13- WALL DRAWING NAME: SCALE: 1/4" = 1'-0" 6'-11" 19'-7" OBLIQ. VIEW 26'-6" GATES TOTAL ©NGUYEN GROUP LLC, 2019 4 UNDERSIDE OF STRUCTURE CEILING WHERE SHOWN FLOOR LINE AFULL HEIGHT STUDS TO STRUCTURE FULL HEIGHT GWB EACH SIDE UNDERSIDE OF STRUCTURE CEILING WHERE SHOWN SPLAY WIRES,SEE FLOOR LINE BSTUDS TO SUSPENDED CEILING, GWB TO SUSPENDED CEIILING EACH SIDE PARTITION CONFIGURATIONS UNDERSIDE OF STRUCTURE BOTTOM OF RAFTER FLOOR LINE CEXISTING OR NEW WALL FULL HEIGHT TO STRUCTURE UNDERSIDE OF STRUCTURE CEILING WHERE SHOWN 10'-0" AFF FLOOR LINE DSOFFIT WALL TO STRUCTURE -NO SCALE- 5/4" 4 1' ALL TI' S 4" X 20 GA. MTL. STUDS @ 16" O.C. 5/8" TYPE "X" GYPSUM WALL BOARD, EA SIDE 1A 6" PLUMBING WALL SCALE: 1-1/2" =1'-0" 5 /" 4 4" X 20 GA. MTL. STUDS @ 16" O.C. 5/8" TYPE "X" GYPSUM WALL BOARD, EA SIDE ACOUSTICAL INSULATION OR R-21 BATT INSULATION @ "SIM" DETAIL ALL TI' S 2 PARTITION SCALE: 1-1/2" =1'-0" 6 Y" 4" X 20 GA. MTL. STUDS @ 16" O.C. 2 LAYERS 5/8" TYPE "X" GYPSUM WALL BOARD, EA SIDE /A 3 PARTITION SCALE: 1-1/2" =1'-0" .41 6Y" 4" X 20 GA. MTL. STUDS @ 16" O.C. 2 LAYERS 5/8" TYPE "X" GYPSUM WALL BOARD, EA SIDE ACOUSTICAL INSULATION OR R-21 BATT INSULATION @ "SIM" DETAIL \/A PARTITION SCALE: 1-1/2" = 1'-0" PARTITION TYPE PLAN SYMBOL LEGEND 1B \A FURRING SCALE: 1-1/2" =1'-0" A 4 2H 60"� 4" X 20 GA. MTL. STUDS @ 16" O.C. 5/8" TYPE "X" GYPSUM WALL BOARD OR CEMENTITIOUS BOARD IN WET AREAS EXIST. 2-HR DEMISING PARTITION ACOUSTICAL INSULATION OR R-21 BATT INSULATION @ "SIM" DETAIL PARTITION TYPE SYMBOL LOCATION INDICATES SIDE OF PARTITION w/ PARTIAL HEIGHT GYPSUM BNATOPT j'M )-Y WRVOTOPLICABLE w/ A NUMBER PARTITION CONFIGURATION INDICATED P'AAtIflUIgI TUD SIZE MODIFIER INTERIOR PARTITION ASSEMBLY MODIFIER EXTERIOR PARTITION ASSEMBLY MODIFIER LOW HEIGHT PARTITION SYMBOL INDICATES HEIGHT OF PARTITION AFF FOR LAv S v AR INTERIOR ASSEMBLY MODIFIERS 1A 1A PROVIDE WATER-RESISTANT GYPSUM BOARD, IN LIEU OF GYPSUM BOARD AS 1 SHOWN, @ "WET" AREAS AS DESCRIBED UNDER THE SPECIFICATIONS. PROVIDE BACKER BOARD, IN LIEU OF GYPSUM BOARD AS SHOWN, @ CERAMIC TILE 2 AREAS AS DESCRIBED WITHIN THE DRAWINGS AND SPECIFICATIONS. PARTITION TYPE - GENERAL NOTES 01. STUD SPACING 16" O.C. UNLESS OTHERWISE NOTED WITH A INTERIOR MODIFIER. 02. FIRE RATED SEALANT IS REQUIRED @ HEAD OF PARTITION OF FIRE -RATED WALLS AS REQUIRED FOR THE TESTED ASSEMBLY. 03. FIRE -RATED SEALANT IS REQUIRED @ FIRE -RATED PARTITIONS WHERE PARTITION JAMB CONDITIONS INTERFACE W/ DISSIMILAR MATERIALS OR WHERE FIRE TAPING @ INTERFACE OF MATERIALS IS NOT PRACTICAL. 3 5/8" X 20 GA. MTL. STUDS @ 16" 0.C. 5/8" TYPE "X" GYPSUM WALL BOARD OR CEMENTITIOUS BOARD IN WET AREAS R-10 RIGID INSULATION EXIST. TILT -UP CONC. PANELS R-11 BATT INSULATION 1-HR PARTITIO <ET EXISTING EXTERIOR SCALE: 1-1/2" =1'-0" \A 6" MTL. STUDS PER STRUCTURAL 5/8" TYPE "X" GYPSUM WALL BOARD OUTSULATION PLUS MD DRYVIT OR APPROVED EQUAL R-21 BATT INSULATION NEW EXTERIOR SCALE: 1-1/2" =1'-0" WALL TYPES UPDATE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 092019 PERMIT CENTER PROJECT DESIGNER: ASIA PACIFIC CULTURAL CENTER SOUTH TACOMA WAY, TACOMA, WA 98409 ao P: 206.375.1428 F: 253.270.8888 .6 w PROJECT ARCHITECT: OWNER/TENANT 3: LAM'S SEAFOOD ASIAN MARKET (4 PARKWAY SUPERCENTER TUKWILA, WA 98188 PROJECT N0. 18010 BUILDING PERMIT N0. D19-0198 HEALTH PERMIT NO. SR-1427500 CORRECTION #1 PER TUKWILA BUILDING DEPT AUG 22, 2019 REV. 2 BY OWNER CONSTRUCTION SET OCT. 8, 20198 REV. 3 BY OWNER WALL TYPES UPDATE DEC. 9, 2019 DRAWN BY AN/NGD CHECKED BY FFA DATE JUN 14, 2019 DRAWING NAME: TD DRAWING NAME: \-6 TA. OF 6 LS STRUCTURAL \OTES & DETAILS ©NGUYEN GROUP LLC, 2019 SITE PLAN VICINITY MAP PERMIT NO. 18010 LAM'S SEAFOOD MARKET PERMIT NO. 18010 ® SHEET INDEX SHEET NO. SHEET NAME N-1 T3—COVER N-2 T3—KEY PLAN N-3 T3—EQUIPMENT PLAN N-4 T3—WALL/CEILING PLAN N-5 T4—DOOR DETAILS N-6 T5—WALL DETAILS ai REVISIONS DATE SITE PLAN NOTES 0 EXISTING COMPOST (20 YARD) FOR ALL TENANTS & LAMS MARKET (z EXISTING GREASE TRAP AND MAIN DRAIN CONNECTION TO SEWER ( RECYLE FOR ALL TENANTS & LAMS MARKET 01. GARBAGE DISPOSE FOR ALL TENANTS (1 YARD) CONCEPTUAL STOREFRONT INTENT FOR DISCUSSION ONLY PROJECT DATA: EXISTING PERMIT NO.: BUSINESS NAME: OCCUPANT: PROJECT AREA: CONSTRUCTION TYPE: PERMITS: PROPERTY OWNER: PROPERTY/BUILDING EXTERIOR ARCHITECT: STRUCTURAL ENGINEER: REFERENCE PERMIT NO. 18010 BUILDING PERMIT INCLUDING FIRE REVEW TENANT IMPROVEMENT & HEALTH PERMIT GOLDEN DAISY BBQ A-2 RESTAURANT 472 SQ FT TOTAL III—B OTHER PERMITS BY SEPARATE SUBMITTAL MECHANICAL PLUMBING ELECTRICAL HOOD ARE ALARM ARE SPRINKLERS EXTERIOR SIGNAGE KIMCO REALTY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 CONTACT: PETER PEMSKY TEL: 425.373.3509 EMAIL: pemskyOkimcorealty.com JACKSON MAIN ARCHITECTURE 311 1ST AVE SOUTH SEATTLE, WA 98104 CONTACT: DAN RASMUSSON RA LEED AP TEL 206.324.4800 EMAIL dan.rasmussonOjacksonmain.com SWENSON SAY FAG€T ENGINEERS 2124 3RD AVE. SUITE 100 SEATTLE, WA 98104 CONTACT: BLAZE BRESKO PE SE TEL• 206.443.6212 EMAIL infoOssfengineers.com T PROJECT TEAM FOR LANDLORD: OWNER/LANDLOR: PROJECT DESIGNER: PROJECT ARCHITECT: LAM'S SEAFOOD ASIAN MARKET SEATTLE, WA 98144 CONTACT: TEIZI MERSAI EMAIL: teizi®lamsseafood.com TEL 206.957.7006 NGUYEN GROUP DESIGN LLC 4528 SOUTH TACOMA WAY TACOMA, WA 98409 CONTACT: Al NGUYEN EMAIL: ndaOainguyen.com TEL 206.375.1428 GOLDEN DAISY BBQ FREEMAN ARCHITECTS, INC. PO BOX 19296 SEATTLE, WA 98109-1296 CONTACT: FREEMAN FONG EMAIL: freemanfOfreemanfong.com TEL 206.399.3017 GENERAL CONTRACTOR: TTG CONSTRUCTION PO BOX 13313 SEATtLE, WA 98198 CONTACT: TED THOMAS EMAIL thomasgroup@comcast.net TEL: 206.391.1025 PROJECT TEAM FOR TENANT 3: SCOPE OF WORK: OWNER: PROJECT DESIGNER: GENERAL CONTRACTOR: BUILDING PERMIT INCLUDING ARE REVEW TENANT IMPROVEMENT & HEALTH PERMIT FOR A ROTISSERIE BBQ SHOP: PORK, DUCK, CHICKEN & DIM SUM STEAMED PRODUCTS SUPING UU 2518 BEACON AVE. SOUTH SEATTLE, WA 98144 CONTACT: SUPING LIEU EMAIL: florasuping®gmail.co TEL: 206.240.5178 NGUYEN GROUP DESIGN 4528 SOUTH TACOMA WAY TACOMA, WA 98409 CONTACT: Al NGUYEN EMAIL nda®ainguyen.com TEL: 206.375.1428 CHAU CONSTRUCTION 5028 HIGLAND DR. SE AUBURN, WA 98092 CONTACT: DANNY CHAU EMAIL: CHAUDANNY100YAHOO.COM TEL: 206.304.2918 REVIEWED FOR CODE COMPLIANCE PPR©VEE EP 17 201 `. IIY of TukwU U L NG' DIVISION t�RATE PERMIT 7iRECi EOR, El,ctr Plurr,oin; G pry nq City of Tukwila DINO DIV1 sIO9 MECHANICAL FABRICATOR GREAT SUN CORP. & METAL FABRIICATION & FOOSDERVICE EQUIPMENT 505 S. LANDER SUPPLIER/CONTRACTOR: SEATTLE, WA 98134 STATE LICENSE# GREATSC95101 CONTACT: KEITH TA EMAIL: kta©greatsun.com TEL 206.683.1414 INTERIOR SIGNAGE: DESIGN BY NGUYEN GROUP DESIGN UNDER ELECTRICAL PERMIT PROJECT DESIGNE CD LiJ o_ 0 C) N 4- ASIA PACIFIC CULTURAL CENTER TACOMA WAY, TACOMA, WA 98409 .1428 F: 253.270.8888 3547 REGISTERED ARii^►ECT m z U LAM'S SEAFOOD ASIAN MARKET CP PARKWAY SUPERCENTER TUKWILA, WA 98188 243 MINKLER BL PROJECT NO. 8C1 C DRAWN BY AN/NGD CHECKED BY FFA DATE JUN 14, 2019 DRAWING NAME: 1 OF 6 13-COVER DRAWING NO.: © NGUYEN GROUP LLC, 2019 el 0 C/ GENERAL CONTRACTOR NOTES: CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON DRAWINGS IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS: NOTIFY ARCHITECT IMMEDIATELY. DO NOT SCALE DRAWINGS UF&ESS OTHERWISE DIRECTED_ 2, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND NOTIFY ARCHITECT OFR ANY DISCREPANCIES WI DRAWINGS TO ACTUAL FIELD CONDITIONS_ CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AT SITE AND PROTECT FROM DAMAGE. REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING WITH WORK. UNLESS NOTED OTHERWISE, DIMENSIONS INDICATED ARE: 4.1. TO THE FACE OF CONCRETE; 42. TO THE FACE OF FINISH IN EXISTING STUDS; 4.3_ TO THE FACE OF EXISTING CONCRETE MASONRY UNITS (CMU},' 4.4. TO THE FACE OF FINISH IN NEW METAL STUD WALLS (ASSUME 6" TOTAL WIDTH WALLS); 4.5. TO THE CENTERLINE OF COLUMNS_ UNLESS OTHERWISE NOTED, DOORS WITHOUT DIMENSIONS SHALL BE 4" OM CORNER OR CENTERED IN BETWEEN PARTITIONS. SEE SHEET A4 D FOR PARTITION TYPES_ ENTRY 3 Ti GENERAL INFORMATION FOYER ASSESSORS PARCEL NO.: LEGAL DESCRIPTION cOUES: LOT AREA: TENANT IM E UffA A 2 (RESTAURANTS): B (OFFICES S-1 (STORAGE) hi (GROCERY) CON TRfJCTIONTYPE: PARKING ANALYSIS: SEATINGS C VIETNAM HOUSE RESTAURANT DINE -IN 1,451 SQ FT (NOT ON THIS PERMIT) 4111111111, n 262304-9079 & 262304-9110 W' 140.16 FT OF SW 34OF SE 3, OF SECTION 26-2304 LESS PORTION WITH MINKLER DIVOF TGW W140.16FTCIF NWYaOFNEXsOFSECTION 35:23- LESS S430FT. PI ON OFSEX OFSW- BEGIN P COMM. TH S 01-12-25 IN TOSECORNER OFSW Y TH WLY ALONG S L&E TO A UNE 6 FEET DISTANT NELY, MEAS AT RA FROM ELY MARGIN OF, SOUTH( TER PARKWAY TO NWLY ALONG SAID UNE TO POINT WLY OF POINT OF BEGIIING TH ELY m POINT OF 1363041.8t4C I FRS PORTION IN #M &ER BLVD. TUKWILA MUNICIPAL COOE - TITLE 18 2015 WITS NATK)NAL BUILDING CODE WI WA AMENDMENTS 2rl#5 BITEMATIOt+4AL EXISTING 13UILDING CODE Wi WA AMEKIMENTS 2015 IN18*iATIONAL PLUMBING CODE. Wt WA AMENDMENTS 2015 WIERAIATIONAL /ECHANK AL CODE WI WA Ak£M EVENTS 2015 PRERNATKIIIAL ELECTRICAL CODE Wi WA AMEM3MENTS 2015 INTERNA11ONAL FETE COOE WI WA AMENDAK34TS 21315 WAS E4GTON STATE ENERGY CODE 2010 ADA STAN: AI + 2009 ICCJANSI a 117.1 21015 INTENATIONAL GREY! BURDE40 STAM))ARDS (OI7F TUC-Ti)ItWILA URBAN CENTER 6,319 SF 29,563 SF (I UI AL): 26,385 SF NET 4,594 SF 853SF 8,281 SF 12,651 SF SEE JACK9Q44 ( MPJN GENERAL NOTES: 01 ALL NEW WORK WILL BE STARTING FROM DEMIZING WALLS 02 PER HEALTH DEPT. STAFFS MUST MEET 200 FT ONE WAY TOTAL DISTANCE TO THE NEAREST RESTROOMS - SHOWN PER BUILDING CODE 2015 VERSION - (P) 2902.3.3 EXIST. PUBLIC RESTROOMS FOR BOTH MENS & WOMENS MAXIMUM TRAVEL DISTANCE TO EXIT ALLOWED 300 SQ FT [P] 290233 Location of toilet facilities in malls. In cov- ered - and open mall buildings, the required public and employee toilet facilities shall be located not more than one story above or below the space tequired to be provided with toilet facilities, and the path of travel to such facilities shall not exceed a distance of 300 feet (91 mm). In mall buildings, the required facilities shall be based on total square footage (m2) within a covered mall building or within the perimeter line of an open mall building, and facilities shall be installed in each individual store or in a central toilet area located in accordance with this section.. The maximum distance of travel to central toilet facilities in mall buildings shall be measured from the main entrance of any store or tenant space. In mall buildings, where employees' toilet facilities are not provided m the individual stone, the maximum distance of travel shall be measured frown the employees' wane area of the store or tenant space. 03 ATTACHED LANDLORD AUTHORIZATION FOR ACCESSING HALLAWAY TO RESTROOMS AFTER HOURS & ON WEEKENDS WITH NEW HOURS OF OPERATION 0 EXISTING CEILING T-BAR GRID © 12'-0"HT. AFF TO REMAIN IN THE TENANT TI SPACES 0 EXISITNG T-BAR GRID TO BE REMOVED IN THE CORRIDOR/ HALLWAY © UTILITY ROOM WITH MOP SINK FOR T2, T3, T4, T5 TO SHARE SITE SHEET A1:00. T3 / GOLDEN DAISY BBQ � 472 SQ FT // f 0 0 WOMENS 0 DRINK. 0 FOUNTAIN CORRIDOR T5 LAMS BAKERY & DELI 1,022 SQ FT (NOT ON THIS PERMIT) RAILING ABOVE, T2 MIA SAIGON DRINK SHOP 550 SQ FT (NOT ON THIS PERMIT) n EXIT FROM MARKET KEY PLAN LAM'S SEAFOOD MARKET NOT TO SCALE ♦ PERMIT NO. 18 010 FOODCOURT FINISH SCHEDULE AREA WALL CEILING FLOOR BASE 6" MANUF. EXIST. FOYER GLASS PAINT SEALED CONCRETE CERAMIC TBD CORRIDOR PAINT/TILE PAINT SEALED CONCRETE CERAMIC TBD RESTROOMS PAINT/TILE PAINT SEALED CONCRETE CERAMIC TBD HALLWAY PAINT PAINT SEALED CONCRETE CERAMIC TBD UTILITY AREA FRP/TILE PAINT SEALED CONCRETE CERAMIC TBD SEATINGS A PAINT PAINT SEALED CONCRETE CERAMIC TBD SEATINGS B PAINT PAINT SEALED CONCRETE CERAMIC TBD FINISH NOTES: WALLS: WALL BASE: FOOD PREP. AREA: CEILING: COUNTER/CABINETS: FLOORS: ALL PAINT BY SHERWIN WILLIAMS COMMERCIAL ALL SEMI -GLOSS WASHABLE PAINT EXCEPT NOTED ALL BASES ARE CERAMIC/PORCELAIN: 6" © ALL AREAS AROUND WITH 3/8" RADIUS COVE. BEHIND WASH SINKS: FRP PLASTIC BOARDS, TILES. CERAMIC BASE: 6" © ALL AREAS EXISTING 2'X4' T-BAR GRID TO HAVE NEW WASHABLE LAY -IN TILES FOOD PREP CEILING: SMOOTH SURFACE WASHABLE TYPE ALL WASHABLE SMOOTH SURFACE ADA COMPLIANCE PRODUCTS COMMERCIAL SEALED/CONCRETE STAINED T4 GO POKE & JAPANESE DONUTS 650 SQ FT (NOT ON THIS PERMIT) SEATINGS A ENTRY 2 ;' ENTRY - FRON MARKET EXIT 2 EXIT 1 LEGEND .EXHAUST HOODS TYPE 1 (4) TOTAL EXHAUST HOODS TYPE 2 (1) TOTAL SECURITY GATES - - - AWNING DECORATIVE SIGNAGE ABOVE INDIVIDUAL DISPOSABLE COUNTER (3) RECYCLE, COMPOST, TRASH AS REQUIRED FOR EACH TENANT (5), (8) TOTAL DRINKING FOUNTAIN PUBLIC ASSESSIBLE SEATINGS AREA A & B ELEC PANEL NEW PANEL IN UTILITY FOR T2, T3, T4, T5 INN trot RECYCLE FOR TENANTS FIRE EXTINGUISHER LOCATIONS SEATINGS B (EXTERIOR) REVIEWED FOR CODE COMPLIANCE APPROVED SEP 17 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 1 0 2019 PERMIT CENTER CORRE TION LTR#��, b\q• DIG" g PROJECT DESIGNER: 0_ C_D LU >- CULTURAL CENTER U 0 0 TACOMA, WA 98409 4851 SOUTH TACOMA 206.375.1428 F: 253.270.8888 www.nguyengroup.us PROJECT ARCHITECT: a c l r cti 24 E(73 co 2.3 OWNER/TENANT 3: m Lai Cn CD LAM'S SEAFOOD ASIAN MARKET @ PARKWAY SUPERCENTER 17348 SOUTHCENTER PARKWAY SUITE 103 TUKWILA, WA 98188 PROJECT NO. 18010 BUILDING PERMIT NO. D19-0198 HEALTH PERMIT NO. SR-1427500 CORRECTION #1 PER TUKWILA BUILDING DEPART AUG 22, 2019 DRAWN BY AN/NGD CHECKED BY FFA DATE JUN 14, 2019 DRAWING NAME: T3 DRAWING NO. KFV 2 OF 6 0 NGUYEN GROUP LLC, 2019 DIVISION OF WORK FOODSERVICE EQUIPMENT 8c FIXTURES UITLITY REQUIREMENTS PROVIDE PLACED REVISIONS ti w d d OWNER o w Li c- OWNER ITEM QTY. DESCRIPTION MANUFACTURER/MODEL DIMENSION UTILITY REQUIREMENT PLUMBING REQUIREMENT INSTALLATION DETAILS REMARKS OPEN SERVICE COUNTER 0 0 El 1 ea POS system - - 110V/5amps - - - 0 0 E1A 1 ea Menu LED Samsung 6D" dia 110V/lamps — — — 0 0 E1B 1 ea Scale with label Globe/GS30 17"x16"x6.5" 110V/0.1Amps — — — 0 0 E2 1 ea Dimsum 3 well buffet warmer 22.63"x27.36" 22.36"x27.36"x10.43" 110V/850watts Drain to FS Ceiling mounted With bracket 0 0 E3 1 ea BBQ display s/s, glass Custom—fab 48"Lx23"Dx84"HT 115V/9Amps — — — 0 0 E4 1 ea Refrigerator display case Techtongda 32"x30"x48"H 110V/11Amps — — — 0 0 E5 1 ea Hot water urn 100 cups Protor—Silex/401000 6.5"Wx10-3/4"Dx17"HT 120V/16Amps — — — 0 0 E6 1 ea Ice maker air cooled/half dice 125 lbs. Berg/KA4125/BC125H 22"Wx21-3/8"Dx32-1/2"HT 120V/11.8Amps Drain to FS — — 0 0 E7 1 ea Hand sink drop —in w/ faucet — — — HW/CW direct drain — — 0 0 E8 1 ea Ice cream freezer HB6—HCD 28.5"Dx27.5"LX32"HT 115V/1.3Amps/1 phase Bottom mounted — — 0 0 E9 1 ea Cutting station/stainless Custom—fab/wood top — — — _ _ 0 0 E10 1 ea 1—hole Chinese wok w/ tip jet burner Chinese Wok/Custom—fab 32"LX42"Dx62"HT Gas/130,000 BTU Included water faucet _ _ 0 0 Ell 1 ea 4—Burners top with oven Cookrite/ATO-4B 24"LX34"Dx59.5"HT Gas/124,000 BTU, 1" inlet — — — 0 0 E12 1 ea Gas oven BBQ with legs BBQ OVENS, Custom—fab 36"x36"x82" Gas/63,000 BTU, 1" inlet — — — 0 0 E13 1 ea Work table s/s Custom—fab 18"x48" — — — — 0 0 E14 1 ea Rice cooker 28 cups Cuchen/CJE—B2801US 18"x19"x16" 120V/60 hz/1600watts — — — 0 0 E15 2 ea Rice warmer 30 cups — 120V/60 hz/1600watts — — — 0 0 E16 1 ea Microwave with wallmounted shelf Ma is Chef/MCD11E3B — 120V/1.4KW — _ _ 0`K-1 ea oor ref. s prep s Berg/75\ 27"Lx 115V/9Amps _ _ _ ( 0 0 E18 1 ea 1 Door refrigerator slide Berg/with glass door 27"Lx32D 115V/9Amps — — — 0 0 E19 ea So w.lazner en ' el/KX ify 120V/12000 watts — _ _ 0 0 E20 1 ea 2 door ref. underc. back counter Berg/752460 60"Lx32D 115V, 6.7Amps — — — 0 0 E21 1 ea Exhaust hood type 1/20 gauge s/s Great Sun Custom—fab 8'-0"x54"x24" MEP by Great Sun — MEP by Great Sun — 0 0 E21A 1 ea Exhaust fans 2,4000 CFM Dayton/5PV07 MEP by Owner 115V, 208-230/1 Phase — MEP by Great Sun _ 0 0 E21B 1 ea Makeup air Essik/7AC30 MEP by Owner 115V-230/1 Phase — MEP by Great Sun — 0 0 E21C 1 Lot Stainless steel flashing Great Sun Great Sun Great Sun — MEP by Great Sun _ 0 0 E22 1 ea Fire suppression system MEP by Owner MEP by Owner MEP by Owner — — — 0 0 E23 1 ea Hot Water 80 gal, tankless Rheem/180000 BTU 25-5/8HTx10"Lx14"D Gas/3/4" inlet Direct drain Verify Verify 0 0 E24 1 ea 1—Comp prep sink w/1 db with faucet Sauber 3'-9"Lx2'-6"W CW/HW Indirect to FS — — 0 0 E25 1 ea 3—Comp pot sink w/1 db with faucet Sauber 6'-5"Lx2'-6"W CW/HW/DW Direct drain Connect grease trap — 0 0 E26 1 ea Grease trap/75 GPM/Indoor Shier/GB-75, 75 lbs. 28"Dx37"Wx15"HT DW/Direct drain Connect to 3—C sink Above grade By plumber 0 0 E27 1 Lot Dry storage rack 4—tier aluminum Metro Shelving 24"x36"x74"HT — — — — 0 0 E28 1 Lot Dispos counter for (3) trashes Custom fab — — — — — 0 0 E29 1 ea Pot filler Fisher/double swing _ CW only — — _ 0 0 E30 1 ea Waffle maker _ — _ _ _ — 0 0 E30 1 ea Hand sink wall mounted _ _ _ — — — 0 0 E31 — Spare _ _ _ — — — 0 0 E32 — Spare _ _ _ — — — 0 0 E33 — Spare _ _ _ — — — 0 0 E34 — Spare _ _ _ — — — 0 0 E35 — Spare _ _ _ — — — FINISHED MATERIALS SCHEDULE AREA WALL CEILING FLOOR BASE 6" MANUF. COLOR INSTALLATION NOTES FRONT AREA PAINT/TILES PAINT/WASH. TILES SEALED CONCRETE CERAMIC TBD TBD BACK AREA FRP/QUARRY TILES PAINT/WASH. TILES SEALED CONCRETE CERAMIC TBD TBD BACK AREA © COOKLINE STAINLESS STEEL WALL FLASJING PAINT/WASH. TILES SEALED CONCRETE CERAMIC TBD TBD FIXTURES, CASEWORK SCHEDULE AREA ITEMS BASE CABINET TOP SURFACE DIMENSIONS BASE 6" MANUFACTURER INSTALLATION NOTES FRONT AREA SALES COUNTER/SNEEZE GUARD PLYWOOD GRANITE/QUARTZ SEALED CONCRETE CERAMIC TOE KICK TBD BACK AREA BACK COUNTER PLYWOOD PAINT/WASH. TILES SEALED CONCRETE CERAMIC TBD BACK AREA ® COOKLINE STAINLESS STEEL WALL FLASHING PLYWOOD PAINT/WASH. TILES SEALED CONCRETE CERAMIC TBD LOCKER FOR STAFFS 12"X12"X60" METAL BY PARAMOUNT LOCKER MANUF: GLOBAL INDUSTRIES WALL LEGEND EXIST. DEMISING WALL TO REMAIN ALL NEW WALLS ARE 10'-0" & 12'-0" HT AFF 3-5/8" METL. STUDS © 24" O.C. W/ 5/8" GWB, BOTH SIDES '////// LOW WALL © 36" & 42" HT/CABINET WALL WITH OR WITHOUT 42" HT VERTICAL GLASS (N/A) " TEMPERED, SINGLE GLAZED GLASS SNEEZE CUSTOM—FAB GUARD/SHELVING SECURITY GATES BY ALUMATEC 10'-0" HT AFF X WIDTH VARIES EA. TENANT WALL NOTES: ® POCKET WALL FOR SECURITY GATES/MOBI—FLEX ® COLUMNS (1 OF 2) DECORATIVE FOR POST 1 ® DIM. COLUMNS (2 OF 2) DECORATIVE AS PAIR • EXISTING COLUMN. POST TO REMAIN ® PONY WALL © 42" HT. AFF/GLASS ABOVE (2 LOTS) ® PONY WALL WITH GLASS ABOVE 3' EQUIPMENT PLAN SCALE: 1/4" = 1'-0" 3' CUTTING STATION E19 FLIP UP CNTR. ACCESS E5 BACK CNTR_� FRONT AREA ASSESSSIBLE CNTR. PAY/ORDER PICKUP 16'-10" 38'-1' 38'-1' E8 E30 FS ELEC. PANEL EQUIPMENT NOTES 0 PROVIDE SNEEZE GUARD GLASS WITH SHOP DRAWINGS L VI 0 R H 3 11 0 BACK AREA 0 2—TIER LOW FLOOR RACK CHEMICAL CLEANING SUPPLIES — NEW LOCATION ® PROVIDE LOCKER FOR STAFFS — SEE SPECS FD 5'-1' \c- 0) FS3 FS4 12'-6" ELEC. PANEL BtCK AR EA 8'-11" :,T F 2 C00 K _IN d } Si 0 \ FD2 PLUMBING REQUIREMENTS PLAN 4 SCALE: 1/4" = 1 '-0" WALL PLAN AI) SCALE: 1/4" = 1'—O" 16'-10" GATES PLUMBING NOTES: Ol FLOOR DRAINS (2) TOTAL; FLOOR SINKS (5) TOTAL 0 QUARRY TILE 8'X8" 0 STAINLESS STEEL WALL FLASHING ® PROVIDE GAS & WATER INLET IN THIS AREA ® EXIST. METAL POST TO REMAIN ELEC. PANEL 2'-9" / 3' 31.-9" TANKL HOT WATER REVIEWED FOR CODE COMPLIANCE APPROVED yEp 17 2019 1 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 1 0 2019 PERMIT CENTER c4q bt'19t PROJECT DESIGNER: a_ c LLJ >- CD 4851 SOUTH TACOMA WAY, TACOMA, WA 98409 P: 206.375.1428 F: 253.270.8888 w 1- U w r- t1— U Q ■ i_c73 lik J awe 1 0 g E cri {. OWNER/TENANT 3: LAM'S SEAFOOD ASIAN MARKET @ PARKWAY SUPERCENTER TUKWILA, WA 98188 PROJECT NO. 18010 BUILDING PERMIT NO. D19-0198 HEALTH PERMIT NO. SR-1427500 CORRECTION #1 PER TUKWILA BUILDING DEPART AUG 22, 2019 DRAWN BY AN/NGD CHECKED BY FFA DATE JUN 14, 2019 DRAWING NAME: T3-LQJI DRAWING NAME: \ 3 3 OF 6 D 0 NGUYEN GROUP LLC, 2019 ENTIRE FACADE MATCHING WITH SAME PAINT T3 STOREFRONT WITH GATES SCALE: 1/4" = 1'-0" TPE 2x4 Edge11t LED Troffer Product Description The ultra dem aa: panel' -PE Et-atmn b anodem. clean ansttett yht ce�I g spacer, nuking et an ideal replacer t.:; t.:. -- .. . c x:ure•„andykbudes 1aRiET NdPsforamnreseaaekutslatkn and added sgety.7he1PErannebk es hen 2azaad2ramifguatexa@ adha optimal aOEssmlesl ssurfaceawuta recessed f anntappenllaasredasamargenshal.Mybsdap_. aalrrmrm -6bvdedaterenmion emenp.ndee mar** -Yoe W r0a k.kcnors6eu. 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MOO i1dhlMlit7oe d.atelu.'W NM17707POS2I.fi293F revives arlgiagoarrl Cementer 14E5.179,47AMIMire osieh . 1It 16`-9" 15'-5" FULL CLOSURE WITH POST Shard / u:71e NICOR LED COOKLINE FULL HEIGHT WALL TO ROOF Photometric Data TPE102454000K intanszty 5urvnary eCerNla -ln.rr "ebuwt�v: IlleonnaO --- ..btu Mu YgLa eecwwress aaa WFIOdOeu tar ra eta Nl 77115 ail ]vi MA. a▪ rt NU area Oda Y OM rue sot was r .elretlWe.an..a.ei ar:ra.ri"a...t..n".traa.ua r.rwryr�••i.0 "„7 ,,,.e lamxmtbss 1115100450016 1151030541010 1011011511100 4210 eta 314 358 ureorlr 1210 tar 17V lepreana3+T 911o0010111811. 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VIEW GATES TOTAL HALO ti1t1E Melon CEILING NOTES: 01 SOFFIT @ 10'-0" HT AFF TO UNDERSID. O FULL HT. WALL TO UNDERS. OF ROOF 03 EXISTING FIRE SPRINKLERS 0 PONY WALL BELOW WITH SINGLE GLAZED GLASS 0 LOCKING POST FOR SECURTIY GATES © ITEM L5: LOGO WITH DIGITAL FILM ART ON GLASS 07 DECOR. SCREENS .1/2" THICKN LIGHT WEIGHT 0 SOFFIT FOR RAIL/GATES + 2.5" RAIL + ITEM 8A REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" 1R3..a,.. rr ta.r tom ORDERING INTODMA1ION • tam* L__ etw Ill aMllan.aa. Hlaearraa3earr nis> .Lea rfraaan LED v.apw.rg.eq0 ran4 otter, wren MIOTONETRK DATA elassns Naas caeeer.N 1E ravevY, LE 0.TE 1.01040414 I sar•ermcrael j mama s%anmag star Roos or aw=rams ••'s" ws'"re.em 100. art.+ Ear ' 4000040110410400516 •MOM saaraentelmGSWM.raRaub mman Esl�� R.rar.luuerwe Tim E•15 «'sO i Marti:, MIN COIGN Coal CET -Sew dl7ae.-iC AA t1 - rim HUI CCf 2100K Lades 10373 1.terttrl 16 LW 619 3000K t061 16 86.3 39316 10769 16 67A 44 u ( 10869 15 ®.l 5000K 1Nf3A 16 f6 RECESSED CAN ELEC. PANEL FRONT AREA DESSWITION The HL°e Is a 0 mth ulrsitin LED Its dow*ignt with somata driver I NSNen box vearhla for nnwwcorarWplan lad remodelappDCEDora.. Field adecashlemlor temperature and NO color nmMmg provide mmalentwiorperfonnanne. Simpifad*Sonatina in*roll or.. sop anded=iwgs ekarsees ree.aso4ewe inning time and money 1otNNN from bdow tiiewillg in al teals w 2"�*R in height be. Iced it drr=iaea=i W arteaomd is airtight. enirtig t. Use for general area ligMmg in =a to medium lingtdceinalinfra menargy long 31•and seenorny Ere required arECIFICATION. SEATORia CEILING' 0 12'-0" HT AFF SOFFIT 010'-p HT AFF Q 16'-10" HALO 4d.4, Lary.... HOMING Die east shiseinum mounting Erato. with Mktg=Ilass pansdes gwnm eal o achieving IMat ODOM MINS in IC and madC .ppineliwa • High impact Elmo Ma provides dmdesg be the Debt rids minimizing pixilation. 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Bede select 2700. z0OO. *Meats ENEMY Stain color snobs usidersaihr d a C• pree in - wENCITE =PAM r Jt111CT1014 SDK •Aluarinuoi driver fenctim1 born with repass hinged junction box saver • Lsd3d k r10t12 MAC WCapfare conductor bra. sate Aka. 0f ground •!2} vs- conduit Artoam • 124 Slide-N-Side"' 1mmrmlesBic LSD/knife traps Midi slows urging • Ample 14-0.14.3.1i412-3 thS. and 142.14 3. 12.4 Carsdsa MI cabin • {3$ 4-pnetpash sum ruts awh deirts=1., pndt and ridable mama value* connections • Wag= ka, nt. mounting fate f iidednact mounting to taiga= iilltneire Man coneleucti0n mounmarp frame DIMS • 120V 00 Hz convent curr®t driver provides nonagon operation • Continuous, Ecksr fcea cramming frost Town to e16 W gb select leading or trading edge l2OV • I> eater .1 triton wed GOMMMpnwdge Iuw connacuon la ileum elw2/gfoN • Clam installed in 1n n 1-1/4" tick cawngs • Cate9 adore. standard mud holes= eizs, cutout mmpYle prorated • Fled bawd springs hod fmawe fining m mlydy in Mrceili g .Oakiting IWWOle= . Hamm is lea dun is" Mid and can spin a It': nominal bunion mambas • Can be monad ran below Is coifing for sriine or npb=esat OPTIDNAER10NMINIC FIUfE • Proframe locates nanun linings daring aincnirat rough in Ned provcutout guidancafor dismal inin • Provides .dries a7sehreemof onto diserijlealnnhas COMPUANCV cant notified type IC finned@ Lot din&gormdoath Olt permeable imtit= • Not room mended for sae in =act contact ash spray foam insulation, ndaren= DEMM LSOOT-4n13 • Mle1 tease a Rabid •• lefel use is cleans daeats when imd7nld s ametence with we NEC 410.n .gran° EMUFIFl Minns pas FCC41CRI Pot l0c ere tiler Ohms • Contains is ror1T 07 lead and Hole compliant • pinbaekw teadrg is. accords= wan ESlitt4e-Oe • Liman maintanancoorojactione in a cordrts with ES LM-Eaae aldit41-11 • Can to used for 9bile01 Cdrlemw1ele 24hl97, elbow LEDivOlpgae= wide ma. 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LIGHTS 2'X4' TPE EDGELIT LED TROFFER LEMENS 900 120V/34.4 WATTS INSTALL @ 12'-0" HT AFF 4 172 WATTS (5)x34.4WATTS GC/ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING SUMMARY WITH PERMIT/ PRIOR TO FIELD INSPECTION TENANT 5 HALLWAY STORFRONT TREATMENT SHOWN FOR ALL TENANTS 0 EXISTING STEEL POST TO REMAIN NOT IN THIS PERMIT � J OG L 23'-3" BEAM REQUIRED UNDERS. OF ROOF DECK EXIST. 18'-0" HT AFF (SLOPING) OPENINGS WITH NO COVER SOFFIT ENDS Q 12'-0" HT AFF 1C-0" HT AFF STOREFRONT OP 2X4 CEIL. GRID STARTS IN BACK 0 lA BALCONY DECORATIVE SLATS FOAM/PLYWOOD FRAME 24" VERTICAL WITH 2X6 HEADER 2X6 FRAME; GC TO PROVIDE SHOP DRAWINGS PROJECT DESIGNER: 0_ TD O CD LU CD OFFICE: ASIA PACIFIC CULTURAL CENTER 4851 SOUTH TACOMA WAY, TACOMA, WA 98409 P: 206.375.1428 F: 253.270.8888 E: oi@nnguyengroup.us W: www.nguyengroup.us PROJECT ARCHITECT: OWNER/TENANT 3 � i E C° CHI\ESE 3BQ LAM'S SEAFOOD ASIAN MARKET @ PARKWAY SUPERCENTER 17348 SOUTHCENTER PARKWAY SUITE 103 TUKWILA, WA 98188 PROJECT NO. 18010 BUILDING PERMIT NO. D19-0198 HEALTH PERMIT NO. SR-1427500 CORRECTION #1 PER TUKWILA BUILDING DEPART AUG 22, 2019 REVIEWED FOR CODE COMPLIANCE APPROVED N G SEP 17 2019 )RAWN BY City of Tukwila )UILDING DIVISION CHECKED BY }�;ECEIVED CITY OF TUKWILA SEP 1 0 2019 PERMIT CENTER 0 UNDERS. OF LED MENU 7'--10"HT AFF 0 SECURITY GATES/POCKET WALL AN/NGD FFA DATE JUN 14, 2019 DRAWING NAME: 3-WALL DRAWING NAME: - / 4 OF 6 7' 26' 6" © NGUYEN GROUP LLC, 2019 cart V Fro!t Section View. • PLAASt CPIKK M.M.t ORAVIISOAS ANC WI FQR AFIPROVA4, Prim Norm GE.NERAL CONTRACTOR INSIALLAT1ON REA:URI:MD/TS y„),Tf„); i• cy# •6,yN) Atly»; •)•Tly Ty)Ter4 ;zoo •••,,,Ang PRCOUCTICN COMMENTS V, 3 SV •vril 7,4v:14, 1 T3 SECURITY GATES 252 LBS TOTAL Department of Justice 4.3 Accessible Route Pt36, App. A • • 48 ia) IIIFonvarrl Reach Unlit. 1. 48 $2;40 48 1420 flOTI., »at ri [t;,): mrrc, '4?)en -<• 2-4 In [5", 0 m171.:k k4r, y k4It" bc 45 ri 11220 MIN rnckkr,uhrl; When A 2C; r,z• Z.1In (510 to t3! rr-1:•, :her, y xrtnii he 44 In rAmknuirt Forwito Re.ocn ov4r en CtiCh0C1tryn Flg. 5 Forward Roach is 3 ASSESSIBLE DETAIL 'Section View • MOCEL # ST- 2 , Cu-WES A.A1-4-LA, A' 4,, A • y 'Tel Etir lAY;q-4L, SurdUi hrt5 S • J.,!,;sy-, yoy IA4.4 t..0 C' • T1T),A kr04 .1.1* )1A)T1 14)•••'• Dopr (X) 1 . _ _ _ • Job # 1 4-Y));),T• M13 444 ) #1 #2 #3 #4 #5 ws matePacifiG Products 115 We,•0 N..:) ft 1.`• Ce.nt eq.vJ11, Li7 f4,10141 ,,,,v•tc, SD 244ti• SO 2 - 090 5 PROJECT III ITIEW0 Serial #S DOOR NOTES 0 ALL SPECS SHOWN ON SHOP DRAWING TO BE PROVIDED BY MANUFACTURER 1X8 MAPLE 1X2 MAPLE GWB 5/8" 2X4 OR 2X6 METAL ON WOOD 4 VARIES 2'-6" 4' (MAX) 114' STEEL PLATE 18" -; Tro. PONY WALL SCALE: 1 /2"=V-0" 1/4" STEEL PLATE 2X4 BTM, PLATE 112'X4' EXPANSION BOLT 2 EACH PER SET 3-5/8" STEEL STUDS OR 6" STEEL STUDS WHERE APPLY CONC. SLAB 4 Aturristec Pak Products •. 1); ), fey-i„) "y • Ty.).-r, Ant. 44 A 4,34,•44, 2 T3—HEADER PONY WALL STAND ALONE & CABNINET 5 ALUMATEC ALUMINUM SECURITY GATES 44 II „TY i 44•Y;y),Y;,,y));;.4 TY,,)1y; x:1,444 *FRAMING 2X6 AS REQUIRED SHOWN: WITH COVER/OPEN PATTERN REVIEWED FOR CODE COMPLIANC PPROVED SEP 17 2019 City of Tukwila UILDING DIVISION ' : ••• • ) - PROJECT DESIGNER: CD (f) LiJ CL CD CD LU >- CD OFFICE: ASIA PACIFIC CULTURAL CENTER 4851 SOUTH TACOMA WAY, TACOMA, WA 98409 nda0ainguyen.com W: www.ainguyen.com 3547 REGISTERED AR ECT OWNER/TENANT 3: L.LJ z L.LJ L.LJ CL V) >— a_ L.L.J 0 LJ— uJ (/) 00 00 CO C) F— CO N) CN1 PROJECT NO. 18010 DRAWN BY AN/NGD CHECKED BY FFA DATE JUN 14, 2019 DRAWING NAME: 5 OF 6 T DOOR DRAWING NAME: NGUYEN GROUP LLC, 2019 r142.-coosintritter) mach ST TILT T 'f YORE A S Zak. 5171.110( WIRES a nw PLANE :Cf" CA- 1141.1114441 idri„ Of 41 T1,Gi1r TU-474 AiP I 7TrIP MAIN, R1.0414t7t- - - C.EXING STUMM BRACIOIG DETNL SUSPENDED ACOUSTICAL FRAME BRACING VAlitiAl314LIACPC% FR41.16 rritt r.:7FR L3rLoum 104,3 CZ.LING tIU SPACMG LAYOUT PLAN mo 70 sr-.:ALIZ LIKE; SEE CC FRIATJE :4114c; vet* A HILL, + 11111 fitt2 tiL ar.77,FE 11.3, OC.117.447 1104 'at UNCEFSID E C( ST9 — SPLP WM LE, I 2 kV! ;WI FLOOR. 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"g1 CIPSIN 113/110 aulla._AT 10h P'_LiS CgrO IT OR APPRONM tri &tort 14.111.4.1p. \ /A 'EW EXTERIOR is4: LE 1 Cr 14 1 '11' SEP 1 0 2019 PEM/liT CENTER REVIEWED FOR CODE COMPLIANCE PPROVED „.. SEP 17 2,019 Ctv of Tukwil' PROJECT DESIGNER: a_ CD C) CL I I CC LU UI C.) F- LU ASIA PACIFIC LU Cr) OC CS) 4851 SOUTH TACOMA WAY, TACOMA, 206.375.1428 F: 253.270.8888 0 PROJECT ARCHITECT: X *I H- z z L,1 LU C.0 0 ED GD CO DO CO o H— PROJECT NO, 18010 BUILDING PERMIT NO. D1 9- 01 98 HEALTH PERMIT NO. SR-1427500 A CORRECTION #1 PER //j. \ TUKWILA BUILDING DEPT AUG 22, 2019 DRAWN BY CHECKED BY AN/NGD EPA DATE JUN 14, 2019 DRAWING NAME: D DRAWING NAME: 6 OF 6 S ()NGUYEN GROUP LLC, 2019