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HomeMy WebLinkAboutPermit PG19-0150 - MIA - PLUMBING ROUGH-IN AND HOOK-UPMIA 243 MINKLER BLVD FINALED 5/20/2020 PGI 9-0150 Parcel No: City of Tukwila Department of Community Development 630nSmuthcenterBoulevard, Suitu#1OO Tukwila, Washington 9Q1OQ Phmne:206'431'367O Inspection Request Line: 3V6'4]Q'g3SU Web site: http://wWw.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 2623049110 Permit Number: PG19-0150 Issue Date: 11/18/2019 Permit Expires On: 5/16/2020 Project Name: MIA Owner: Name: Address: NRTUKVV|L4O5OLLC J3J3NEW HYDEPARK RD#10OC/O NK8[OREALTY CORP, POBOX 5U20 NEW HYDEPK,WA, 12042 Contact Person: Name: N4MDAO Address: 39395GRAHAM ST'SEATTLE VVA' 98118 Contractor: Name: STAR PLUMBING & MECHANICAL LL[ Address: 3939SGRAHAM 5T'SEATTLEWA, 98118 License No: STARPPM83105 Lender: Name: '~' Phone: (206)719-7546 Expiration Date: 9/27/2021 DESCRIPTION OF WORK: TENANT IMPROVEMENT PLUMBING ROUGH -IN AND HOOK-UP PER PLANS Valuation of Work: $9,000.00 Water District: H|GHUNEJUKVV|LA Sewer District: TUKVV|LA Fees Collected: $309.40 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[296'46B: VVAState Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: 0A �� Date: � � " 11 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to tions attached to this permit. Signature:, Print Name: Mk U C— `cA.Ln Date: it/ 18/ /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: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWIrli Community DevelopmeVepartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.g,ov Plumbing7G 'Project No. Date Application Date Application Expires (For office use only) PLUMBING / GAS PIPING 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** � / King Co Assessor's Tax No.: 6— Site Address: 5 / :1/iler 4l1'L5 f WA1.52irf Suite Number: Floor: Tenant Name: AAA New Tenant: Yes ❑.. No PROPERTY OWNER Name: r(...414 ii--t/ AddressJvx.4.eArto co,,Y©Q !/1/1C? /. g City: (Jn,ii�i/a State:( u _ Zip: /y Lh CONTACT PERSON — person receiving' communication PLUMBING CONTRACTOR INFORMATION' Company Name: 771 n i pLoizitz /I /fi6/R s ice` Address:67.66 City:vState: 1..... Zip: ez/g �11� _1 Phone: ax: p4i Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: 1-1:1Applications\Forms-Applications tan Line1201 I Applications\Plumbing Permit Application Revised 8-9-I I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures andblas piping outlets being installed and the quarl, below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 1 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving I-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing 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 RyAU ORIZED AGENT: /N`L Signature: Print Name: ,%/,//�/'%—%� Mailing Address: -/e eo Day Telephone: gd-al City Date: 49_ / 0- q -S23aF State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-I l.docx Revised: August 2011 bh Page 2 of 2 11, Cash Register Receipt City of Tukwila Receipt Number i DESCRIPTIONS ACCOUNT QUANTITY : PermitTRAK PAID $1,104.10 PG19-0150 Address: 243 MINKLER BLVD Apn: 2623049110 $244.15 PLUMBING $232.25 PERMIT FEE R000.322.100.00.00 0.00 $197.25 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0,00 $35.00 TECHNOLOGY FEE $11.90 TECHNOLOGY FEE R000.322,900.04.00 0,00 $11,90 PG19-0151 Address: 243 MINKLER BLVD Apn: 2623049110 $265.65 PLUMBING $253.00 PERMIT FEE R000.322.100.00.00 0.00 $218.00 PERMIT ISSUANCE BASE FEE R000,322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $12.65 TECHNOLOGY FEE R000.322.900.04.00 0.00 $12,65 PG19-0152 Address: 243 MINKLER BLVD Apn: 262 049110 $312.90 PLUMBING , $298.00 PERMIT FEE R000.322.100.00.00 0.00 . $263.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $14.90 TECHNOLOGY FEE R000,322.900.04.00 0.00 $14.90 PG19-0153 Address: 243 MINKLER BLVD Apn: 2623049110 $281.40 PLUMBING $268.00 PERMIT FEE R000.322.100.00.00 0.00 $233.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $13.40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19100 R000.322.900.04.00 0.00 - $13.40 $10104.10 Date Paid: Monday, November 18, 2019 Paid By: CHAU CONSTRUCTION Pay Method: CHECK 5327 11/1"rtrinve Alritinr-rtheir 1 Ct 1(11 '1•/g DIU 1 rif 'WM/ DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT I QUANTITY PAID 270 00' PG19-0150 Address: 243 MINKLER BLVD Apn: 2623049110 $65 25 PLUMBING $65.25 PERMIT FEE R000.322.100.00.00 0.00 $5.75 PLAN CHECK FEE R000.322.103.00.00 0.00 $59.50 PG19-0151 Address: 243 MINK ER BLVD Apn: 2623049110 ' . $63.25 PLUMBING $63.25 PLAN CHECK FEE R000.322.103.00.00 0.00 $63.25 PG19-0152 Address: 243 MINKLER BLVD Apn: 2623049110 $74.50 PLUMBING $74.50 PLAN CHECK FEE R000.322.103.00.00 0.00 $74.50 PG19-0153 Address: 243 MINKLER BLVD Apn: 2623049110 $67.00 PLUMBING $67.00 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18795 R000.322.103.00.00 0.00 $67.00 $270.00 Date Paid: Thursday, October 10, 2019 Paid By: BINH TRAN Pay Method: CASH Printed: Thursday, October 10, 2019 9:20 AM 1 of 1 C Y M5 'SPECIFICATION AND SUBMITTAL GB-50 50 GPM Grease Interceptor for Indoor / Outdoor Use This unit is certified to ASME A112.14.3 (Type C) and CSA B481.1and includes an internal flow control External flow control with vent not required. SUBMITTAL Standard Location: indoor outdoor Installation: above/below grade Flow Rates / Grease Capacities: 50 GPM (3.2 Lis) / 249 lbs. Solids Capacity:12,5 gal. Liquid Capacity: 52 gal. Weight 92 lbs. Connections: 4' (100 mm) plain end Cover: bolted gas/water tight composite with 16,000 lb. load rating Approval Signature: City of Tukwila optiorsBUILDING DIVISION FIL RECEIVED CITY OF TUKWILA OCT 10 2019 PERMIT CENTER 0 PLAIN-EA-24: 2° (50 mm) plain end fitting 0 PLAIN-EA-34: 3' (75 mm) plain end fitting FPT-EA-23: 3° x 2" (75 mm x 50 mm) FPT fitting FPT-EA-34: x (100 mm x 75 mm) FPT fitting Date: Company. LJ C24HP: H20 load rated pickable cast iron cover -16,000 lbs. 0 CCZ: membrane clamping collar kit PP3: Pumpout Port 11 AK1: High Water Anchor Kit Field Cut Risers SR24 5" - 23" field cut riser LR24 >23" - 38" field cut riser Map 0150 Specifying Engineer: Engineering Firm: SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART #: 4025-017-01 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer DATE: 9/3/2019 ECO: 9500 Woodend Road I Edwardsville, KS 613111 1 Tel: 913-951-3300 1 vvvvmschierproducts.com Copyright 2019 Schier, II Riyhts Reserved SPECIAL PRECAUTIONS For Schier Grease Interceptor Installations - Failure to follow this guidance voids your warranty A WARNING! DO NOT AIR TEST UNIT OR RISER SYSTEM! Doing so may result in property damage, personal injury or death. LT CAUTION! Do not install this unit in any manner except as described in the installation instructions. Installation Instructions Installation instructions and additional components are included with the interceptor. Read all instructions prior to installation. This interceptor is intended to be installed by a licensed plumber in conformance with all local codes. When Installing Interceptor Inside If your dishwashing sink(s) discharges into a floor drain/sink (drain), you must regulate the flow into the drain to avoid an overflow of water onto the kitchen floor. This can be done by installing a valve or flow restriction cop,op the sink piping that •• - discharges into'ihe drain. See drawing for guidance. For detailed guidance on indirect connections, go to: webtools.schierprodubts.com/Tedhnical_Data/Indirect_Connections.pdf _ ,_ ---------------- - 0 111 1 Fernco or similar rubber flow — —_, restriction end cap t., Hydrostatic Slabs (or Pressure Slabs) When installed under a hydrostatic slab (slab designed to withstand upward lift, usually caused by hydrostatic pressure) interceptor must be enclosed in a watertight concrete vault. concrete slab subject to hydrostatic pressure watertight concrete vault a High Temperature Kitchen Water cold water supply line high temperature effluent ( >150° F) approved backflow prevention assembly DTV (drain water tempering valve) 4 we 6, •'I Apom , al i.--i tt-6 wool 1 ji I I I Interceptor V lol i I Oki likersieRter i V 1 1 v indirectly connected directly connected If water is entering the interceptor at excessive temperature (over 150° F), a drain water tempering valve (DTV) and approved backflow prevention assembly must be installed. Most state and local plumbing codes prohibit water above 150° F being discharged into ' ' the sanitary sewer. Water above 150° F will weaken or deform PVC Schedule 40 pipe, poly drainage fixtures like interceptors and erode the coating of cast iron (leading to eventual failure). r'ISCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART #: 4025-017-01 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer DATE: 9/3/2019 REV: ECO: 9500 Woodend Road 1 Edwardsville, KS 66111 I I el: 913-951-3300 I www.schierproducts.com Copyright 2019 Schier, All Rights Reserved SPECIAL PRECAUTIONS For Schier Grease Interceptor Installations - Failure to follow this guidance voids your warranty Hi h Water Table Installations Interceptors and risers are not designed to withstand water table far direct burial height in excess of the top of the unit when buried (see figure). If it is possible for this to occur, install the interceptor and risers in a water -tight concrete vault or backfill with concrete or flowable fill (wet concrete and flowable backfill should be poured in stages to avoid crushing the interceptor). At risk areas include but are not limited to tidal surge areas, floodplains and areas that receive storm water. Great BasinTM models that are direct buried in high water table scenarios must be installed with an anchor kit. Models GB-50, GB-75, and GB-250 use model AK] anchor kit Model GB-500 uses model AK2 anchor kit for use with deadmen anchors. max water table height model AK] anchor kit Above Grade Installation Support (for Model GB-500 Only) The wet weight of the interceptor combined with high temperature kitchen water creates the potential for tank deformation when installed above grade. Model GB-500 installed above grade must be installed with Above Grade Support Kit model AGS2 to maintain structural integrity AGS2 Fully Support Base of Unit Install unit on solid, level surface in contact with the entire footprint of unit base; for suspended installations design trapeze to support the wet weight of the unit. Do not partially support unit or suspend unit using metal U-channel to create a trapeze. F concrete floor suspended Installation Support Inlet and Outlet Piping For above grade installations ensure heavy inlet and outlet piping (such as cast iron or long runs) is properly supported or suspended during the entire installation process to prevent connection failure or damage to bulkhead fittings. pipe supports SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART #: 4025-017-01 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer DATE: 9/3/2019 ECO: 5500 Woodend Road I Edwardsville, KS 66111 I Tel: 913-951-3300 I www.schierproducts.com r Copyright 2019 Schier, All Rights Reserved SPECIFICATIONS NOTES 1. 4plain end inlet/outlet 2. Unit weight - w/composite cover: 92 lbs.; w/cast iron cover:172 lbs. (For wet weight add 433 lbs.) 3. Maximum operating temperature: 150° F continuous 4. Capacities - Liquid: 52 gal.; Grease: 249 lbs. Solids: 12.5 gal. 5. Built-in Flow control. 6. For gravity drainage applications only. 7. Do not use for pressure applications. 8. Cover placement allows full access to tank for proper maintenance. 9. Vent not required unless per local code. 10.Engineered inlet and outlet diffusers are removable to inspect / clean piping. 11. Integral air relief / Anti -siphon DIFFUSION FLOW TECHNOLOGY The inlet diffuser reduces turbulence, creates laminar flow and allows the entire tank volume to be utilized for efficient grease separation and minimal disturbance to existing grease and sediment layers. The integral air relief / anti -siphon at the outlet diffuser top allows pressure stabilization within the unit during operation. The outlet diffuser can easily be attached to any of the three outlets provided to ease job site piping layouts. ENGINEER SPECIFICATION GUIDE Schier Great Basin'm grease interceptor model # GB-50 shall be lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall be certified to ASME A112.14.3 (type C) and CSA B481.1, with field adjustable riser system, built-in flow control and three outlet options. Interceptor flow rate shall be 50 GPM. Interceptor grease capacity shall be 249 lbs. Cover shall provide water/gas-tight seal and have minimum 16,000 lbs. load capacity. CERTIFIED PERFORMANCE Great Basin°4 hydromechanical grease interceptors are third party performance -tested and listed by IAPMO to ASME #A112.14.3 and CSA B481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and the International Plumbing Code. TOP VIEW Inlet Highway traffic load rated gas/ water tight bolted composite cover (16,000 lbs.) Outlet A (optional) Outlet B (standard) Outlet C (optional) SECTION A -A of inlet & outlet Inlet Diffuser Integral Air Relief / Anti Siphon Static Water Line Outlet Diffuser OUTLET END VIEW Cover adapter with up to 3-1/2" of adjustability Tie down point for anchor kit SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB -SO PART #: 4025-017-01 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer DATE: 9/3/2019 ECO: 9500 Woodend Rood I Edwardsville, KS 66111 I Id: 913-951-3300 I www.schierproducts.com Copyright 2019 Schier, All Rights Reserved TRAP PRIMER VALVES P-1 & P-2 Series Trap Primer Valve P1 00 AND P2-500 PRESSURE DROP ACTIVATED SUBMITTAL TRAP PRIMER The P1-500 and P2-500 are adjustable to the static line pressure by use of the adjusting screw. System operating range is 20 psi minimum to 80 psi (138 to 552 kpa) maximum. The valve requires a 10 psi (70 kpa) pressure drop across the valve to activate and will deliver a metered amount of water to the floor drain. The trap Primer is to be connected to a cold water supply only. Constructed of 360 brass, EPDM E70 0-rings, Dow #7 Silicone, #60 stainless steel mesh screen, stainless steel adjustment screw. Model P1-500 will prime 1-4 floor drains using our patented DU-U Distribution unit. Model P2-500 will prime 1-2 floor drains using our patented DU-U Distribution unit. PROJECT SUBMITTAL Project: Contractor: Engineer: Date Submitted - Prepared By: Model P-1 www.pppinc.net Model P-2 1 „8 (29mm) FLOOR DRAIN TRAP PRIMER VALVE MODELS: P1-500 & P2-500 PATENT NO. 5,263,508 TRAP PRIMER VALVES P-1 & P-2 Series Trap Primer Valve a,* INSTALLATION REQUIREMENTS This valve is designed to be installed on 1/2" to 1 1/2" cold water line, feeding a flush valve or other open and closing valve supply line that is frequently used. Trap Primer valve makeup line to floor drain is recommended to be a minimum of 12" off the finished floor before a 90° elbow can be installed. The furthest recommended distance of makeup line is 20' to the floor drain. Trap primer make up line must have continuous slope to the floor drain (consult local code requirements). Install with a shut off valve for servicing on the inlet side and a union connection on the outlet side. The valve must be installed level. If using the distribution unit the clear plastic cover must be used. Do not subject the valve to rough in pressure test. wi• RECOMMENDED INSTWATION DRAWING 1 1- W e 1/2' 14041N RISER T.P. F.D. -1/2BRANCH UNE RECOMMENDED WALLOON DRAWING 2 1" 4/4' 1/2' 3' MAIN RISER TP, F.D. 1-1/2' BRANCH UNE nstallation Dimension 9 1/2" Drain Supply Line Minimum 1/2" Coppe NWafrgleff hia • "V. Precision Plumbing Products Division of JL Industries, Inc. 802 SE 199th Ave Portland, Oregon 97233 T (503) 256-4010 F (503) 253-8165 www.pppinc.net FLOOR DRAIN TRAP PRIMER DISTRIBUTION CHART Primer Model # of Drains Distribution Units P2-500 1 N/A P2-500 2 DU-4/DU-U P1-500 3 DU-4/DU-U P1-500 4 DU-4/DU-U Multiple Drain ,4 Installation Single Drain Installation Inlet Service Valve P2-500 Primer Valve V.B. Ports Union Connection 1/2" NPT 12 mm P1-500 Prime Valve 1/2" FNPT 12 mm Distribution Unit DU-U Minimum 1/2"copper floor drain trap make-up water line. Not supplied. Mia Saigon Sugar Cane Owners: Danny Chau/Nhat Dinh November 7, 2019 Frankie Alexander City of Tukwila Building Permit Department Community Development Re: Mia Saigon Sugar Cane Update: Applicant Contact Ref: Plumbing Permit PG19_0150 Lams Seafood Asian Market Tenants_Tenant 2 17348 South center Parkway Suite 102 Tukwila, WA 98188 Dear Frankie, We authorize Nam Dao, Star Plumbing/Mechanical LLC (206) 719-7546 as the main contact person shall be from this person going forward. Sincerely, Thank you, Mia Saigon Sugar Cane Owners: Danny ChautgliffiSrail Signatures/Da ii City of Tukwila Department of Community Development October 23, 2019 BINH TRAN 5165 S 160 ST TUKWILA, WA 98188 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG19-0150 MIA - 243 MINKLER BLVD Dear BINH TRAN, 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 - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the 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. Grease interceptors shall be sized to meet the demand of fixtures they serve. 'With the plumbing' permit, calculations for grease interceptors shall be provided in a table, showing the Drain Fixture Units (DFUs) sizing for each grease interceptor and shall specify the size of grease interceptor required. Manufacturers specifications shall be provided and shall identify which interceptor shall be used. DFUs of 35 or more at 1000 gallons or more "interceptor volume" shall drain to an interceptor located outside of the building. Interceptors shall be placed as close as practical to the fixtures they serve. Interceptors shall be placed in a location easily accessible for maintenance. Show where located. The volume of the interceptor shall be determined by using Table 1014.3.6. Where DFUs are not known, the interceptor shall be sized based on the maximum DFUs allowed for the pipe size connected to the inlet of the interceptor. (2015 UPC 1014.2, TABLE 1014.2.1, 1014.3, TABLE 1014.3.6 1014.3.4.1, 1014.3.6) 2. Provide a floor plan drawn to scale. Reduced size sheets shall not be accepted, no exceptions. Fonts shall be a clear and legible size. The floor plan shall show all plumbing pipes (DWV, and supply pipes) with pipe sizes shown on the floor plan plumbing layout. Plumbing shall be clear to distinguish the different types of plumbing lines. Floor plan shall be consistent with the isometric drawings provided. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 / / 3. Show back -flow devices provided where required with manufacturers specifications. 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, Bill Rambo Permit Technician File No. PGI9-0150 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 'PERni COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0150 DATE: 11/08/2019 PROJECT NAME: MIA SITE ADDRESS: 243 MINKLER BLVD Original Plan Submittal X Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: BAdintAlivision Public Works Fire Prevention Structural P Planning Division Permit Coordinator U PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 11/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ri Approved with Conditions Corrections Required I I Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 12/10/2019 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire El Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0150 DATE: 10/10/19 PROJECT NAME: MIA SITE ADDRESS: 243 MINKLER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: N'S CA( lb 41111 Building Division II tow<\\01, Public Works Fire Prevention Structural n Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/15/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: / 2/ 9 Approved Corrections Required LI Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 10 ! I / Departments issued corrections: Bldg Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: intp://www.TukwilaWA.v REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / 0-7 / Plan Check/Permit Number: pe, 9 Response to Incomplete Letter # pl. Response to Correction Letter # Revision # before Permit is Issued O Revision # after Permit is Issued • Revision requested by a City Building Inspector or Plans Examiner • Deferred Submittal # Project Name: 574-1.---c; //4-/P4(),?. Project Address: /7 3 4zg sou-111 (e47/e Contact Person: NA—M Phone Number: 2-0 6 7/ q 7 (,--4 Summary of Revision: n--A/67 F C/MI71// re_2-01/ RECEWED CITY OF TUKWILA NOV 0 7 2019 PERMIT CENTER Sheet Number(s): / "Cloud" or highlight all areas of revision including dat f revision Received at the City of Tukwila Permit Center by: (fig_ Entered in TRAKiT on / 7 CA.Isers1Kandace-MAppData \Local‘Microsoft1WindowskiNetCache Contant.OutlookqB5 I SYWCIRevision Submittal Forrucloc Revised: August 2019 Star Plumbing & Mechanical LLC 01.abo, & Indu,Wres Page 1 of 2 C cto rs Star Plumbing & Mechanical LLC Owner or tradesperson Principals DAO, NAM VAN, PARTNER/MEMBER DAO, MINH T HOUNG, PARTNER/MEMBER Doing business as Star Plumbing & Mechanical LLC WA UB1 No. 604 117 841 3939 S Graham St SEATTLE, WA 98118 206-719-7546 KING County Business type Limited Liability Company Governing persons MINH HUONG DAO NAM V DAO; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties PLUMBING License no. STARPPM83105 Effective — expiration 09/25/2017— 09/27/2021 Bond Western Surety Co Bond account no. 64709957 Received by L&I 08/16/2019 Bond history Insurance Security National Insurance Policy no. NA115151303 Received by 1_&1 03/07/2019 $6,000.00 Effective date 09/15/2019 Expiration date Until Canceled $1,000,000.00 Effective dale 03/21/2019 Expiration date 03/21/2020 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. https://secure.lni.wa.gov/verify/Detail.aspx?UBI-604117841&LIC=STARPPM83105&SAW= 11/18/2019 Star Plumbing & Mechanical LLC License Violations No license violations during the previous 6 ,period. / Page 2 of 2 Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. Workers' Comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. 1.8,1 Account ID 998,335-05 Account is current. Doing business as STAR PLUMBING & MECHANICAL Estimated workers reported Quarter 3 of Year 2019 "4 to 6 Workers" L&I account contact T3 / NATHAN KOZAK (360)902-6243 . Email: KOZN235@ini.wa.gov 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 & Health Check for any past safety and health violations found on jobsites this business was responsible for. No inspections during the previous 6 year period. https://secure.lni.wa.goviverify/Detail.aspx?UBI=604117841&LIC=STARPPM83105&SAW= 11/l 8/2019 REVISIONS BY LEGEND W/C WATER CLOSET 1.6 GPF. GRAVITY TANK LAV. LAVATORY M/U MEN URINAL 1.0 GPF. FLUSHOMETER VALVE M/S MOP SINK H/S HAND SINK P/S POT SINK PR/S PREP.SINK F/S 2" TRAP FLOOR SINK F/D 2" TRAP FLOOR DRAIN H/D 2" TRAP HUB DRAIN W/H HOT WATER HEATER TANK WCO WALL CLEAN -OUT -�I CLEAN -OUT FCO FLOOR CLEAN -OUT VTO VENT TO OUT -SIDE POC POINT OF CONECTION ABS. Acrylonitrile-Butadiene-Styrene PIPES DWV. Drainage , Waste , Vent SYMBOL 2" TRAP 12"x 12" FLOOR SINK Z8( 2" TRAP FLOOR DRAIN BALL VALVE 19 PLUMBING FIXTURE ITEM 5 (SEE EQP. SCHEDULE) "TYP" ABS. 9" DRAIN PIPES AT I% SLOPE "TYP" ABS. 3" AND SMALLER DRAIN PIPES AT 2% SLOPE "TYP" GAS PIPES "TYP" ABS. ABOVE FLOOR GREASE PIPES "TYP" ABS. TAILPIECE INDICATE FIXTURE DRAIN IN TO A FLOOR SINK "TYP" ABS. VENT PIPES "TYP" HOT WATER PIPES "TYP" HOT RECIRCULATION WATER PIPES "TYP" COLD WATER PIPES "TYP" ABS. DWV. CONNECTION "TYP" COLD WATER PIPES CONNECTION "TYP" HOT WATER PIPES CONNECTION CONNECTED TO EXIST. 4" SS. PIPE 116 DRAINAGE FU] PLUMBING NOTES: I- ALL NEW PLUMBING WORKS TO COMPLY 2015 UPC. AND LOCAL CODE 2- PROVIDE TRAP SEAL FOR ALL FLOOR DRAINS 3- ALL WASTE AND VENT PIPE ARE ABS.DWV , SCH 540 (1/4" Slope SIZING GREASE TRAP SIZING - BASE UPON 2015 UPC TABLE 7-3 and 10-2 - HYDROMECHANICAL INTERCEPTOR USING Gravity Flow Rates per foot base on Manning's formular with fiction N=.012) GUIDELINES: I- TWO MINUTE DRAINAGE PERIOD QT TRAP • SIZE F/U EACH DFU. TOTAL FIXTURE NAME 11 SEE WASTE SIZING 11 = 15 GPM. 11 DFU. 3" Drain pipe is installed (Max. full pipe flaw allow = 60 GPM.) 50 GPM. HGI. GREASE TRAP PROPOSED MFG: SCHIER , MODEL # GB-2 13 DRAINAGE FU COLD PANS 0 SCHIER 35 GPM. GREASE TRAP MODEL tt GB -I 2" CIRCUIT VENTING ICE MACHINE 3" (AIR COOLED) DRAINAGE FU. 111 DRAINAGE FU.1 DOUBLE COMPACTMENT FOOD PREP SINK SEWER LAY —OUT PLAN .3/8" = 1'0 " TRIPBLE COMPACTMENT POT SINK 1-1/2" ABS DRAIN AND VENT PIPES ARE NOT LABELED 0„ %0U/T „N ,„ WASTE SIZING ( BASE UPON 2015 UPC TABLE 702.1 ) DFU TOTAL QT.TRAP DFU. NON SIZE EACH GREASE GREASE FIXTURE NAME J 0 3" 2.5 0 ADA. W/C 1.6 gal GRAVITY TANK 0 1.25" 1 0 LAVATORY 0 2" 2 0 MEN URINAL 1 GPF. 0 2" 2 0 0 WOK RANGE 0 2" 1 0 STEAMER 0 2" 1 0 SODA DISPENSER 0 1.5" 1 0 ICE CREAM MACHINE (AIR COOLED) 0 1.5" 2 0 0 PRE -RINSE SINK 1 2" 2 0 2 FLOOR DRAIN 0 2" 1 0 WALK-IN COOLER CONDENSATION FLOOR SIN 1 1.5" 1 2 0 HAND SINK 1 2" 2 0 2 DUMP SINK 1 2" 2 0 2 DOUBLE COMPACTMENT FOOD PREP SINK 0 2" 2 0 0 DOUBLE COMPACTMENT PRODUCE SINK 1 2" 4 0 4 TRIPBLE COMPACTMENT POT SINK 0 2" 4 0 0 TRIPBLE COMPACTMENT PRODUCE SINK 0 2" 3 0 0 FLOOR MOUNT MOP SINK 1 2" 1 1 0 ICE MACHINE 1 2" 2 2 0 FOOD DISPLAY WELL FLOOR SINK 0 3" 3 0 0 DISHWASHER 5 TOTAL OF NON GREASE F/U 11 TOTAL OF GREASE PRODUCING F/U 16 TOTAL OF DRAINAGE F/U SEPARATE PERMIT RE UIRED FOR: Mechanical Electrical ❑ Plumbing LZ Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED NOV 152 9 City of Tu ila BUILDING DIVISION 0(60 OF T UKWILA NOV 0 7 2019 0150 615.0 PERMIT CENTER STAR PLUMBING t MECHANICAL MIA SAIGON (V 0 4* a a_ tt) co tt) Lam's Seafood Market) Tukqu+Ia Wa 98188 DRAWN : NAM DAO CHECKED : DATE : II/05/19 SCALE : AS NOTED JOB NO. : 2019-21 SHEET p PG19 OF 2 SHEETS REVISIONS BY PVC. SOLID CORE SCH. #40 AIR INTAKE PER MFG. INSTALLATION MANUAL. PVC. SOLID CORE SCH. #40 EXHAUSTED TO OUT SIDE PER MFG. INSTALLATION MANUAL. P&T VALVE DRAIN IN TO A LEGAL PLUM. RECEPTACLE GAS PIPE PER GAS PLAN 43 HOT WATER PIPE HOT WATER RECIR, PIPE CONDENSATE PIPE DRAIN INTO A LEGAL PLUM. RECEPTACLE ' - COLD WATER PIPE NAVIEN TANKLESS W/H —NPA2,10S E9,000 BTU POTABLE WATER SIZING ( BASE UPON 2015 UPC TABLE 610.3 & 610.4 ) QT.EA'H SPEECOLD F/U FIXTURE NAME 0 0 ADA. W/C 1.6 gal GRAVITY TANK 0 1/2" 2.5 0 0 NONE ADA. W/C 1.6 gal GRAVITY TANK 0 1/2" 0 0 LAVATORY 0 1" 20 0 0 MEN URINAL 1 GPF. 0 1/2" 2 0 0 SODA DISPENSER 1 1/2" 2 0 2 HOSE BIBB WITH VACUUM BREAKER 1 1/2" 1 0 1 ICE MACHINE 1 1 /2" 1 1 1 HAND SINK 1 1/2" 2 2 2 DOUBLE COMPACTMENT FOOD PREP. S NK 1 1/2" 4 4 4 TRIPt3LE COMPACTMENT POT SINK 0 1/2" 3 0 0 FLOOR MOUNT MOP SINK 0 1/2" 2 0 0 WOK RANGE POT FILLER FAUCET 0 1/2" 2 0 0 PRE -RINSE SINK 0 1/2" 3 0 0 DISH -WASHER 1 1 /2" 2 2 2 DUMP SINK 9 12 TOTAL 21 F/U TOTAL DEMAND ON BUILDING SUPPLY LINE - AT PRESSURE RANGE OVER 60 PSI - 300' MAX. FR. METER TO REMOTE FIXTURE (EXIST. 1" SERVICE LINE) SYMBOL ▪ 2" TRAP 12"x 12" FLOOR SINK )8( 2" TRAP FLOOR DRAIN BALL VALVE PLUMBING FIXTURE ITEM # (SEE EQP. SCHEDULE) - "TYP" ABS. 1" DRAIN PIPES AT I% SLOPE "TYP" ABS. 3" AND SMALLER DRAIN PIPES AT 2% SLOPE "TYP" GAS PIPES "TYP" ABS. ABOVE FLOOR GREASE PIPES "TYP" ABS. TAILPIECE INDICATE FIXTURE DRAIN IN TO A FLOOR SINK "TYP" ABS. VENT PIPES "TYP" HOT WATER PIPES "TYP" HOT RECIRCULATION WATER PIPES "TYP" COLD WATER PIPES "TYP" ABS. DWV. CONNECTION "TYP" COLD WATER PIPES CONNECTION "TYP" HOT WATER PIPES CONNECTION LEGEND W/C LAV. M/U M/S H/S P/S PR/S F/5 F/D H/B H/D W/H WCO —01 FCO VTO POC ABS. DWV. WATER CLOSET 1.6 GPF. GRAVITY TANK LAVATORY MEN URINAL 1.0 GPF. FLUSHOMETER VALVE MOP SINK HAND SINK POT SINK PREP.SINK 2" TRAP FLOOR SINK 2" TRAP FLOOR DRAIN HOSE BIBB WITH VACUUM BREAKER 2" TRAP HUB DRAIN HOT WATER HEATER TANK WALL CLEAN -OUT CLEAN -OUT FLOOR CLEAN -OUT VENT TO OUT -SIDE POINT OF CONECTION Acrglanitrile-Butacliene-Styrene PIPES Drainage , Waste , Vent 00 0,07 (5 1" 21 FU. COLD WATER SUPPLY AND DISTRIBUTION NOTES: 1- ALL NEW PLUMBING WORKS TO COMPLY 2015 UPC. AND LOCAL CODE 2- TYPE "L" COPPER FOR ALL EXPOSED POTABLE WATER LINES 3- PEX PIPE FOR ALL IN WALL POTABLE WATER LINES 1- PROVIDE ATMOSPHERIC VACUUM BREAKER FOR ALL POT FILLER FAUCETS AND HOSE BIBB S- PROVIDE WATER HAMMER FOR ICE MACHINE 6- WATER VELOCITY ON COPPER PIPES 8 fps COLD AND Sips HOT. 3/4" 8 FU. COLD 1/2" 5 FU, HOT 00 P r1 /2" 4 FU. COLD 1 /2" 41 1 FU. HOT NAVIEN TANKLESS W/H —NPA2410S 199,000 BTU PG1 9-0150 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 5 2019 City of Tukwila BUILDING DIVISION LTR# ry. criv00 TUKWiLA NOV 072013 PERMIT CENTER STAR PLUMBING t MECHANICAL es 0 g. Ln 6) co 10 o_ (1) # cr r-uJ 0< 8) 1 B 2 53 Lam's Seafood Market) 10 Tukquda Wa 98188 DRAWN : NAM DAO CHECKED : DATE : 11/05/19 SCALE : AS NOTED JOB NO. : 2019-21 SHEET G:1 OF 2 SHEETS