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HomeMy WebLinkAboutPermit PG19-0151 - GOLDEN DAISY - PLUMBING ROUGH-IN AND HOOK-UPGOLDEN DAISY 243 MINKLER BVLD FINALED 5/20/2020 PGI 9-0151 Parcel No: Address: �`^�xx °~� �~»»�"°"^U °°U�� ��n "v�x����oa Department ofCommunity Development 63O85outhcen$erBoulevard, Suite #1D0 Tukwila, Washington 9Q188 Phone:2O6'4]2-367O Inspection Request Line: 2O6-43B-93SD Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 2623049110 Permit Number: PG19-0151 243MiNKLER8LVD Project Name: GOLDEN DAISY Issue Date: 11/18/20I9 Permit Expires On: 5/16/2020 Owner: Contact Person: Name: Contractor: Address: License No: Lender: 3333NEW HYDEPARK RD#lUUC/O K|MO}REALTY CORP, POBOX S0ZO NEW HYDEPK,WA, 11O42 NAM DAO 3939SGRAHAM ST,SEATTLE,WA, 98118 STAR PLUMBING & MECHANICAL LLC 3939SGRAHAM 5T,SEATTLE,WA, 98118 STARPPK483105 ''~ Phone: (206)719-7546 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: $11,000.00 Water District: M|GMUNE7UKVV|L4 Sewer District: TUKVV|L4 Fees Collected: $328.90 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: Permit Center Authorized Signature: 2016 ZOlS 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: VVA[396-46B: WA State Energy Code: Date: 11 2017 2017 2017 11 | hearbycertify that | have mad and examined this permit and know the same tn betrue and correct, All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthis permit does not presume togive authority 0oviolate o'cancel the provisions cfany other state or local laws regulating construction or the performance of work. | am authorized to sign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Date Print Name: 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 orabandoned for aperiod ofl80days from the last inspection. PERMIT CONDITIONS: l: ***PU]K4B|NG/GASPIPING PERMIT O}NDDlON5~** 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 shaU 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 betested and approved asrequired bythe Plumbing Code and Fuel Gas Code. Tests shall beconducted inthe presence cfthe Plumbing Inspector. |tshall bethe duty of the holder ufthe 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 ismade toprotect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall beinsulated tominimum K'3. 8: Plastic and copper piping running through framing members ,nwithin one (1)inch ofthe exposed framing shall beprotected hysteel nail plates not less than 18gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall bedirectly embedded inconcrete ormasonry. lO: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected inaccordance with the requirements ofthe building code. lI: Piping inthe ground shall belaid onafirm bed for its entire length. Trenches shall bebackMUedinthin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinder0U'frozen earth, nrconstruction 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 ofthe 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: (2D6)433'9350 8004 GROUNDWORK 1900 PLUMBING FINAL o 8005 ROUGH -IN PLUMBING CITY OF TUKWI Community Developmel:rbepartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi laW A. gov 0 Pliithhing/Ga ermit No.fq 01 5-1 ' Project iNo. : .1.1 Date Application Accepted (1, 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** SITE LOCATION Site Address: Tenant Name: PROPERTY OWNER Name: tiiit4e0 itiviv Address:tiae S-- -Faihr/4 waive__ mall CE- citr. ga.11giitie- State! ,..04_,_ zip:q ma CONTACT PERSON.- person receiving all project communication Name: e/A3-7-1- Address: 466- City: State: -Tv ii State: wit_Zipteisy Phone: Fax: V1-4-77? S.4 3 A7 _ Email: bi:P/A7-7*InciViiinehha7 . (P)14 King Co Assessor's Tax No.: Ouite Number: Floor: New Tenant: El Yes LI.. No PLUMBING CONTRACTOR INFORMATION Company Name: „rimy glim6/474. Address/5: 766- C /6-0714 Cl- qi../4-LW/4 City: State: - i • ) - 'Pr Zip: Phone: Fax: qic- 77? -2332? Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 5 0 0 Scope of Work (please provide detailed information): Atka d --Pt 0/04V L34 (14i Building Use (per Int/ Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: HAApplications\ Forms -Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-II.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures an gas piping outlets being installed and the qua, below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks 4 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 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 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices 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 4R AU ZED AGENT: Signature: �r � / Date: (o —� �r / 1 Print Name: G/f (i7�(/ j Day Telephone:Mailing Address: ((6 mil' jl .W// z � ' i l y?a State Zip City H;\Applications\Forms-Applications On Line t201 I ApplicaztonsU'lumbing Permit Application Revised B-9-I Ldocx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $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 PG19-01.51 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: 2623049110 $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 $1,104.10 Date Paid: Monday, November 18, 2019 Paid By: CHAU CONSTRUCTION Pay Method: CHECK 5327 Printed: Monday. November 18. 2019 2:26 PM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID Pe i TRAK 270 C:10 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 MINKLER BLVD Apn: 2623049110 63.25 63.2 PLAN CHECK FEE R000.322.103.00.00 0.00 $63.25 PG19-0152 Address: 243 MINKLER BLVD Apn: 2623049110 7450 PLUMBING 74,50 PLAN CHECK FEE R000.322.103.00.00 0.00 $74.50 PG19-0153 Address: 243 MINKLER BLVD = $67.00 PLUMBING PLAN CHECK FEE $67.00 R000.322.103.00.00 0.00 $67.00 TOTAL FEES PAID BY RECEIPT: R18795 $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 CRWYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3,570 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: 2 Y3.�' Date Called: Special Instructions: Date Wanted: a.m. itequester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: l /a Yap /a, 7 I 3 C®✓ ,► P t' - 5',Y1( 5 0~r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prx,ect:,� Type of Inspection: 'p,'X-- f J7i -L... Address: 4 3 /MN v Date Called: Special Instructions: Date Wanted: a.m. P.m. "/8 -: - Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. CC'1MMEI ITS: Gi'11 Y • /4/'.5.."_ � ��7�. /lye/ j " ,/4r[ �...� / 1.•' 5�.�+� f '��.7 — Ww�wri.� r _ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calk to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36` `0 Permit inspection Request Line (206) 438-9350 Project � � CA) D'i Type lnspOtn � 'on: rill/v-6-- Address: a©ate Called: Special Instructions: Date Wanted: s- 1 ; a.m.' p-al. Requester: Phone No: ElApproved per applicable codes. orrections required prior to approvaL COMMENTS: PAA1/417,--A REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec : Type of Inspection: Address: 243 II Da e Called: Special Instructions: VO1 Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. ections required prior to approval. COMMENTS: nspec Date: REiNSPECTION FEE REQUIRED. Prior to next inspec$on. ee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. SPECIFICATION AND SUBMITTAL GB 50 50 GPM Grease Interceptor for Indoor / Outdoor Use 101/2" (27 cm) 28%" (72 ) 37" (94cm 28" (71cm) This unit is certified to ASME A112.14.3 (Type C) and CSA B481.1 and 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 L/s) / 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 Ib. load rating Approval Options 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: 4" x (100 mm x 75 mm) FPT fitting o C24HP: H20 load rated pickable cast iron cover - 16,000 lbs. CC2: membrane clamping collar kit PP3: Pumpout Port AK1: High Water Anchor Kit Field Cut Risers SR24 5" - 23" field cut riser LR24 >23" - 38" field cut riser P619 OM Signature: Date: Company: Specifying Engineer: Engineering Firm: SCHIER LIFETIME GUARANTEED '14 GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART #: 4025-017-01 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG BY: B. Korrer DATE: 9/312019 ECG: 9500 Woodenci Road Edwardsville, KS 66111 I lc -I; 913-951-3300 I www.schierproducts.com Copyright 2019 Scher, All Rights Reserved Clogies.1 .4 A SPECIAL PRECAUTIONS For Schier Grease Interceptor Installations - Failure to follow this guidance voids your warranty tr.7nL2r6:[\a-,=;i DO NOT AIR TEST UNIT OR RISER SYSTEM! Doing so may result in property damage, personal injury or death. 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. installation instructions 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 cap on the sink pipingtritit discharVes irto,the drain — - -1 . I See drawing for guidance. For detailed guidance on indirect connections, go to: webtools.schierproducts.corri/Technical_Data/Indirect_Connections.pdf Fernco or similar rubber flow restriction end cap Hydrostatk Slabs (al:leisure 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 High Temperature Kitchen Water cold water supply line high temperature effluent ( > 150° F) approved backflow prevention assembly DTV (drain water tempering valve) -"" Introp directly connected indirectly 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). ,est‘ sf..4 ‘,6 LIFETIME GUARANTEED GREASE INTERCEPTORS SCHIER MODEL NUMBER: GB-50 PART #: 4025-017-01 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer DATE: 9/3/2019 121111111111111111 ECO: 9500 Wooclend Road I Edwardsville, KS 66111 I 1 el:913-951-3300 I www.schierproducts.com r Copyright 2019 Schier, All Rights Reserved Penn 2 cif SPECIAL PRECAUTIONS For Schier Grease Interceptor Installations - Failure to follow this guidance voids your warranty High Water Table Installations Interceptors and risers are not designed to withstand water table 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 Basinm 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 AKl anchor kit Model GB-500 uses model AK2 anchor kit for use with deadmen anchors. max water table height for direct burial 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 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. 4-- 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. -4-- pipe supports I) AGS2 SCHIER LIFETIME GUARANTEED 0. , `I 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 v Copyright 2019 Schier, All Rights Reserved SPECIFICATIONS NOTES 1. ' in end 2.Unit cover: 92 | iron 172 lbs. (For wet weight add 433 lbs.) 3. Maximum operating temperature: 4.Capacities - Liquid: 52go|.; Grease: 248|ba Solids: l2.5gal. 5.Built-in Flow control. 6.For gravity drainage applications only. 7. Donot use for pressure applications. 8,Cover placement allows full access totank for proper maintenance. 9.Vent not required unless per local code. xO.Enginoered inlet and outlet diffuuemora removable toinspect / clean piping. 1Y,Integral air relief /Anti -siphon DIFFUSION FLOW TECHNOLOGY The inlet diffuser reduces turbulence, creates laminar flow and allows the entire tank volume tubeutilized for efficient greaseseparation and minimal disturbance to existing grease and sediment| 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 SchiarGreat 8omin'mgrease interceptor mode|# SB-50shall belifetime guaranteed and made in USA ofseamless, rotationally- molded polyethylene. Interceptorshall bfurnished f b below grade installation. Interceptor shall be certified to 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 sea] and have minimum 16,000 lbs. load capacity. CERTIFIED PERFORMANCE Great Booin=hydmmeohunioo| grease interceptors are third party performance -tested and listed by |ApMOtoASMs#^Jl2]43and CSA84ED]grease interceptor standards d greatly exceed requirements for grease separation and storage. They are compliant nothe Uniform Plumbing Code and the international Plumbing Code. Outlet 6 - (standard) Highway traffic load rated gas/ water tight bolted composite - SECTION A -A inlet Diffuser Outlet Diffuser OUTLETENDV]EW Cover adapter with up to m adjustability Tie down point for anchor lit SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: ��C�_��� ^�u� ��^� PART #: 4025-017-0 DESCRIPTION: euGPM Polyethylene Grease interceptor DWO BY: B. Karrer DATE: 9/3/2019 � Copyright 2019 Schler, All Rights Reserved TRAP PRIMER VALVES P-°1 & P-2 Series Trap Primer Valve Precision Plumbing Products "pecih with Conficlance - install with Pricle'' P1-500 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 FLOOR DRAIN TRAP PRIMER VALVE MODELS: P1-500 & P2-500 PATENT NO. 5263,508 TRAP PRIMER VALVES P-1 & P-2 Series Trap Primer Valve 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. • RECOMMENDED INSTALLATION DRAWING 1 1• 2 4" 1/2" w 3• LIMN RISER T.P. rzigr F.D. -1/2" BRANCH LINE RECOMMENDED INSTAUAIIDN DRAWING 2 C 3/4" 1/Y 3" MAIN RtSER T.P. WM RIMY ,MIS. UNIT F.D. -1/2" BRANCH UNE Installation Dimension 9 l Drain Supply Line t -° Minimum _r 1/2" Copper 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 Installation Single Drain Installation Inlet k nbUSA. YN tO rot ros:mlyxa 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. Rev 07/15 Golden Daisy BBQ Owner: Suping Liu November 7, 2019 Frankie Alexander City of Tukwila Building Permit Department Community Development Re: Golden Daisy BBQ Update: Applicant Contact Ref: Plumbing Permit PG19_0151 Lams Seafood Asian Market Tenants Tenant 3 17348 Southcenter Parkway Suite 103 Tukwila, WA 98188 Dear City Official, 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, Golden Daisy BBQ Owner: Suping Liu Signature/Date r\ City of Tukwila Allan Ekberg, Mayor 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 PG 19-0151 GOLDEN DAISY - 243 MINKLER BLVD Dear BINH TRAN, 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 SUBMI I" t ALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the 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 seaUstamp 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, 1:5411) Bill Rambo Permit Technician File No. PG19-0151 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 TENT WORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0151 DATE: 11/08/2019 PROJECT NAME: GOLDEN DAISY SITE ADDRESS: 243 MINKLER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: " Building Division Public Works Fire Prevention Structural L Planning Division Permit Coordinator LI U PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 11/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required P DUE DATE: 12/10/2019 Approved with Conditions ri Denied (corrections entered in Reviews) (le: Zoning Issues) E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El FireD Ping D PW D Staff Initials: 12/18/2013 PERMIT COORD COPY' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0151 DATE: 10/10/19 PROJECT NAME: GOLDEN DAISY SITE ADDRESS: 243 MINKLER BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: COW 10-0151 Building Division 1111 Fire Prevention Public Works Structural n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable 111 (no approval/review required) DATE: 10/15/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/12/19 Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) LII Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: N/1 Departments issued corrections: Bldg' Fire Ping PW 0 Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: htp://wwwTuwi1aV A,gQv Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I I I 07 /a0/0 0 Response to Incomplete Letter # RECEIVED 0 CITY OF TUKWiLA Revision # before Permit is Issued ig- Response to Correction Letter # / NOV 0 7 2019 LiRevision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER 0 Deferred Submittal # Project Name: Z-: 0( )-7-} P/41-4-,k1 r-srsc, /7-3 crg/e„? Project Address: / 734 W,S'out-i-7 C.M 71-e-re. p wyoi-FE,/03,7-ww/71- Contact Person: /17/41" 1:34-17,V Phone Numbe 7/17e_4441/ S7741n. k_e,) n413/ /V ?, Summary of Reon: Plan Check/Permit Number: Q / /7/7c c • A (-4-1-- P---/e•ealiA-7 (efeCic / Sheet Number(s): S,4iet9' 02' "Cloud" or highlight all areas of revision including datj of evision Received at the City of Tukwila Permit Center by: [12-- Entered in TRAKiT on CALlsers\Kandace-bAAppData1LocaRMicrosoft \Windows \RsletCache\ContebiOutlook\QBS1SYWCARevision Submittal Form_doc Revised: August 2019 Star Plumbing & Mechanical LLC 0 labor & Industries (blIpS://lni.wa.gOVI Page 1 of 2 Contractors 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 UBt 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 $6,000.00 Received by L&I Effective date 08/16/2019 09/15/2019 Expiration date Until Canceled Bond history Insurance Security National Insurance $1,000,000.00 Policy no. NA115151303 Received by L&I Effective date 03/0712019 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 yo...•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. L&I Account ID Account is current. 998,335-05 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.gov/verify/Detail.aspx?UBI=604117841&LIC=STARPPM83105&SAW= 11/18/2019 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.S1NK 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 CLEAN -OUT FCO FLOOR CLEAN -OUT VTO VENT TO OUT -SIDE POC POINT OF CONECTION ABS. Acrglontrile-Butadiene-Styrene PIPES DWV. Drainage , Waste , Vent SYMBOL 2" TRAP 12"x 12" FLOOR SINK )3( 2" TRAP FLOOR DRAIN BALL VALVE 0 PLUMBING FIXTURE ITEM # (SEE EQP. SCHEDULE) "TYP" ABS. 4" DRAIN PIPES AT 1% 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 0 "TYP" ABS. DWV. CONNECTION "TYP" COLD WATER PIPES CONNECTION "TYP" HOT WATER PIPES CONNECTION 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 #10 GREASE TRAP SIZING - BASE UPON 2015 UPC TABLE 7-3 and 10-2 - HYDROMECHANICAL INTERCEPTOR USING Gravity Flow Rates (1/4" Slope per foot base on Manning's formular with fiction N=.012) SIZING GUIDELINES: 1- TWO MINUTE DRAINAGE PERIOD n'T T '' TRAP SIZE F EA/UCH DFU. TOTAL FIXTURE NAME 8 SEE WASTE SIZING 8 = 12.80 GPM. 8 DFU. 3" Drain pipe is installed (Max. full pipe flow allow = 60 GPM.) 50 GPM. HGI. GREASE TRAP PROPOSED MFG: SCHIER , MODEL # GB-2 WASTE SIZING ( BASE UPON 2015 UPC TABLE 702.1 ) DFU TOTAL ,-,- TRAP DFU. NON SIZE EACH GREASE GREASE FIXTURE NAME 0 3" 2.5 0 ADA. W/C (.6 gal GRAVITY TANK 0 1.25" 1 0 LAVATORY 0 2" 2 0 MEN URINAL 1 GPF. 1 2" 2 0 2 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 0 2" 2 0 0 FLOOR DRAIN 0 2" 1 0 WALK-IN COOLER CONDENSATION FLOOR SINI1 2 1.5" 1 2 0 HAND SINK 0 2" 2 0 0 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 2 2" 2 4 0 FOOD DISPLAY WELL FLOOR SINK 0 3" 3 0 0 DISHWASHER 7 TOTAL OP NON GREASE F/U 8 TOTAL OF GREASE PRODUCING /U 15 TOTAL OF DRAINAGE F/U 00 2 2" 3" ICE CREAM FREEZER REF. NAGE FU-.1 [10 v f V 2" [10 DRAINAGE FIJI (-I/2" ABS DRAIN AND VENT PIPES ARE NOT LABELED 115 DRAINAGE FIJI CONNECTED TO EXIST. 4" SS. PIPE 2" 2" 2" 2" 96 SCHIER 50 GPM. GREASE TRAP MODEL # GB-2 ICE MACHINE (AIR COOLED) WCO A \ 2 A HOT WELL H/S / 2" Schter REF. REF. VTO. 3. 2" 2" oco WCO CL, V (Aill1C0 '12 DOUBLE COMPACTMENT FOOD PREP SINK TRIPBLE COMPAC'TTIENT POT SINK 2" qb-2 2" 2" RAINAGE FU. 2), WOK RANGE SEWER LAY —OUT PLAN .1/4" = 10 PG19-0151 SEPARATE PERMIT UIRED FOR: Mechanical Electrical Plumbing IZJ Gas Piping City ct TukyAla CUILOING DIVISION IP6itt\-6151 01 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 5 2019 City of Tu wila BUILDING DIVISION 1-7:EC-EiVED cVTY Tu KWILA NOV 0 7 2019 PERAT CENTER STAR PLUMBING t MECHANICAL tr, "=55 r Lu a - a. 1-2 (f) co cr) = F 0 < • -I I- rs, 0,‹ HLU 55 0" GOLDEN DAISY CHINESE (inside Lam's Seafood Market) Tukquila Wa 98188 DRAWN : NAM DAD CHECKED : DATE 11/05/19 SCALE : AS NOTED JOB NO. : 2019-20 SHEET P - OF 2 SHEETS REVISIONS BY PVC. SOLID CORE SCH. #40 AIR INTAKE PER MFG. INSTALLATION MANUAL. P&T VALVE DRAIN IN TO A LEGAL PLUM. RECEPTACLE GAS PIPE PER GAS PLAN HOT WATER PIPE HOT WATER RECIR. PIPE PVC. SOLID CORE SCH. #40 EXHAUSTED TO OUT SIDE PER MFG. INSTALLATION MANUAL. CONDENSATE PIPE DRAIN INTO A LEGAL PLUM. RECEPTACLE I COLD WATER PIPE NAVIEN TANKLESS W/H-NPA290S 199,000 BTU POTABLE WATER SIZING ( BASE UPON 2015 UPC TABLE 610.3 & 610.4 ) QT. PIPE SIZE F/U EACH F/U HOT F/U COLD FIXTURE NAME 0 1/2" 2.5 0 0 ADA. W/C I.6 gal GRAVITY TANK 0 1/2" 2.5 0 0 NONE ADA. W/C 1.6 gal GRAVITY TANK 0 1/2" 1 0 0 LAVATORY 0 1" 20 0 0 MEN URINAL I GPF. 0 1/2" 2 0 0 SODA DISPENSER 0 1/2" .50 0 0 DRINKING FOUNTAIN 1 1/2" 1 0 1 ICE MACHINE 2 1/2" 1 2 2 HAND SINK 1 1/2" 2 2 2 DOUBLE COMPACTMENT FOOD PREP. SINK 1 1/2" 4 4 4 TRIPBLE COMPACTMENT POT SINK 0 1/2" 3 0 0 FLOOR MOUNT MOP SINK 1 1/2" 2 0 2 WOK RANGE POT PILLER FAUCET 0 1/2" 2 0 0 PRE -RINSE SINK 0 1/2" 3 0 0 DISH -WASHER 0 1/2" 2 0 0 DUMP SINK 8 11 TOTAL 19 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 a 2" TRAP 12"x 12" FLOOR SINK )8( 2" TRAP FLOOR DRAIN BALL VALVE 14 PLUMBING FIXTURE ITEM # (SEE EQP. SCHEDULE) "TYP" ABS. 4" 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 0 "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/S F/0 14/B 14/D W/H WCO -HI 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 VACUMM BREAKER 2" TRAP HUB DRAIN HOT WATER HEATER TANK WALL CLEAN -OUT CLEAN -OUT FLOOR CLEAN -OUT VENT TO OUT -SIDE POINT OF CONECTION Acrylonitrde-Butadiene-Styrene PIPES Drainage , Waste , Vent .1/2" POTABLE WATER PIPES ARE NOT LABELED WATER SUPPLY AND DISTRIBUTION NOTES: I- 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 4- PROVIDE ATMOSPHERIC VACUUM BREAKER FOR ALL POT FILLER FAUCETS AND HOSE BIBB 5- PROVIDE WATER HAMMER FOR ICE MACHINE 6- WATER VELOCITY ON COPPER PIPES 8 fps COLD AND 5fps HOT. 1/2" 3 FU. COLD 1 /2" L. HOT 11" 11 1FU. COLD 7 3/4" 4 FU. HOT 3/4" 7 FU. COLD 3/4" 8 I FU. HOT] v 3/4" 11 FU. COLD I1" 19 FU. COLD PG1 9-0151 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 152019 City of Tukwila BUILDING DIVISION CORRECTION T U K WW' I L A NOV 0 7 2019 /ERMIT CENTER STAR PLUMBING t MECHANICAL r' W s Q •n 0 W< F 99 rta Pta U • 1O v A u B) W cn O r C • r a Wa 98188 DRAWN : NAM DAO CHECKED : DATE : 11/05/19 SCALE : AS NOTED JOB NO. : 2019-20 SHEET -Q OF 2 SHEETS