Loading...
HomeMy WebLinkAboutPermit PG19-0152 - LAM'S BAKERY - PLUMBING ROUGH-IN AND HOOK-UPLAM'S BAKERY 243 MINKLER BLVD PGI 9-0152 Parcel No: �~^� � Tukwila ^U ~~��� ��n x �����na Department ofCommunity Development 630O5outhcerterBoulevard, Suite #1O8 Tukwila, Washington 98188 Phone: 206-431'3670 Inspection Request Line: 2D6'43D'93SO Web site: http://www.TukwilaWA.gov 2623049110 243yW|NKLEABLVD Project Name: LAM'S BAKERY PLUMBING/GAS PIPING PERMIT Permit Number: PG19'0152 Issue Date: 11/18/20I9 Permit Expires On: 5/16/2020 Owner: Name: Contact Person: Contractor: Address: K|RTUKVV|LAO5U LLC ]33]NEW HYDEPARK RD#10OC/O K|K4[OREALTY CORP, POBOX S020 NEW HYDEPK,WA, 11O4Z NAM DAO 3939SGRAHAM ST,SEATTLE'WA, 98118 STAR PLUMBING & MECHANICAL LLC 39395GRAHAM ST,SEATTL[,WA, 98118 License No: STARPPM83105 Lender: ''' 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: $12,000.00 Water District: mGHUNE7UKVV|LA Sewer District: TUKVV|LA Fees Collected: $387/0 Current Codes adopted by the City ofTukwila: international Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 20152015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[296~46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: W, J/ 11 Date: 11 J� I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: r-bPrint Name: r1-1Ni L1 2AGtG4' 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 TUKWI Community Developme77 epartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/G Project No. Date Application Accepted Date Application Expires. VGtO,0.tS- (For oJ ice use on! I 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 Address: Tenant Name: `--4 n InkPcv PROPERTY OWNER Name: `/ , ,,,,a, kk:741,„ ry, Address: (fO b S /7Gl calciten/in 1/ 5E City: ge i/L/l State: tAii4 Zip4.046 CONTACT PERSON — person receiving all project communication Name: 6/434 ,7 � Address: 6 6 i City: %� `Q State: lit' Zip:gg 2; Phone: zyz,...2,73 _,K3.3gFax: Email: King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: [ Yes ❑.. No PLUMBING CONTRACTOR; INFORMATION. Company Name: 7 7Qivup.V L/,715T Address:6,—/.65 g / 613,4 S� State:wig_ City: , �u / J.1 Zip:,/g/gg / Phone: qL 77,C33 8 Fax: 3 Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ /62 6/ 00 Scope of Work (please provide detailed information): PfLu 1/071l / "t 2J �11G� t2� tlud hers)/4 Ce 'r e,PT-) icfy lffCo Building Use (per Int'I Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H:\Applications\Forms-Applications On Line\20I1 Applications\Plumbing Permit Application Revised 6-9-I I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures anoCas piping outlets being installed and the quart below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trapSinks 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 l 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 2. Receptor, indirect waste q 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 ITHORIZED AGENT: Signature: L. Print Name: Mailing Address: 67 6i .5/4O' Date: /b/d-7i0/y Day Telephone: Z) - 7 7 4 - r ppj� y� City State Zip H:Wpplications\Forms-Applications On Line\201 I Applications\Plumbing Permit Application Revised 8-9-1 l.docx Revised: August 2011 bh Page 2 of 2 1 I DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY 1 1. 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: 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 N/Innrin‘i Mrititarrikar 152 1.*-)A PRA 1 rif 1 111.111111 DESCRIPTIONS PerrnitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID iji PG19-0150Address: 243,MINKLER,BLVD. ' .A0n: 2623049110 PLUMBING 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 PLUMBING $63.25 PLAN CHECK FEE R000.322.103.00.00 0.00 $63.25 PG19-0152 Address: 243 ,11/411(1E131.V0, 2623049110 4.50 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 EMS 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 P611-®fs-.3... Project: j 9 W4 ?/ Type of Inspection: ez )maiW fAL Address: Date Called: Special Instructions: ...S7AW s _sow • 1.4.J/i CoestaVS77ati I6 ? $OcGOOR S/NKS Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. © Corrections required prior to approval. COMMENTS: 'Inspector: Date: 7sz 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) 431 670 Permit Inspection Request Line (206) 438-9350 F64 `t-0 '52.. rQject: . Type of Inspection: Address: Date Called: 'Special Instructions: 'Date Wanted:�� >.,m Requester: Phone No: QApproved per applicable codes. Corrections required prior to approval. COMMENTS: oz �C '©ki4.$3 cs f i R ?:s A � � n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 3�I -©/SZ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 ,70 Permit Inspection Request Line (206) 438-9350 Project: ' T e of inspe on: Address: I B/J Late Cai 41(11 eWWa SpecialInstructi s. ions. Wanted: Date n %l — 25— 24) Requester: Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS: nspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, ee 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 Pro ect: 13,4, Type f Inspection: t Y"'' �.br' Address: Date Called: Special Instructio s. Date Wanted: a.m. Requester: Phone Nc+� Zq� r1 Approved per applicable codes. COMMENTS: Corrections required prior to approval. ro vcv-d 121,L4,_ I� /96 Inspector: Date: 21-20/ REINSPECTION FEE REQUIRE©. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection. SPECIFICATION AND SUBMI 1 IAL GB-50 50 GPM Grease Interceptor for Indoor / Outdoor Use 10Y2" (27 281/2" (72 ) 37" (94 cm) 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. SUBMI I IAL 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 28" (71 cm) Options El 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 3" (100 mm x 75 mm) FPT fittin • , 4 ; EWED FOR OMPLIANCE PPROVED ROI, 15 2019 City of Tukwila BUILDING DIVISION q 0152 RECEIVER CITY OF TUKWILA OCT 10 2019 PERMIT CENTER D C24HP: H20 load rated pickable cast iron cover - 16,000 lbs. 0 CC2: membrane clamping collar kit PP3: Pumpout Port Ej AK1: High Water Anchor Kit Field Cut Risers fl SR24 5" - 23' field cut riser LR24 >23" - 38" field cut riser Signature: Date: Company. 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 0111111111111111111 ECO: 13500 Woodend Road 1Edwardsville, KS 66111 I lel: 913-951-3300 www.schierproducts.com c Copyright 2019 Schier, All Rights Reserved 0440 .4.4 A SPECIAL PRECAUTIONS For Schier Grease Interceptor Installations - Failure to follow this guidance voids your warranty JIY,-2XONOi DO NOT AIR TEST UNIT OR RISER SYSTEM! Doing so may result in property damage, personal injury or death. Lf 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 piping that discharges into the drain. See drawing.for gUidance.Fbr 'doled guidance on indirect connection's, gb tb' webtools.schierproducts.com/Technical_Data/Indirect_Connections.pdf Fernco or similar rubber flow restriction end cap Hydrostatic Slabs (orprelure 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 1 High Temperature Kitchen Water cold water supply line high temperature effluent ( > 150° F) approved bockflow prevention assembly DTV (drain water tempering valve) directly connected indirectly connected If water is entering the interceptor at excessive temperature (over 150° F), a drain water tempering valve (DTV) and approved baolcflow 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). SCHIER LIFETIME GUARANTEED , GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART #: 4025-017-01 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG BY: B. Korrer DATE: 9/3/2019 ECO: 9500 Woodend Road I Edwardsville, KS (36111 I Tel: 913-951-3300 I www.schierproducts.com i1 Copyright 2019 Schier, AK Rights Reserved Peon 2 of 4 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 BasinTh" 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 AK1 anchor kit Model GB-500 uses model AK2 anchor kit for use with deadmen anchors. max water table height for direct burial model AK1 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 Kt 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. rconcrete floor 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. suspended Installation 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 Copyright 2019 Schier, All Rights Reserved A SPECIFICATIONS ^ NOTES 1. ' kzinwnd inlet/outlet 2. Unit weight iron cover: 172 lbs. (For wet weight add 433 lbs.) 3. maximum operating temperature: 4.Capacities - Liquid: 52goi; Grease: 249|bm. Solids: ll5gal. S.Built-in Flow control. 6.For gravity drainage applications only. J.00not use for pressure applications. S.Cover placement allows full access tutank for proper maintenance. 9.Vent not required unless per local code. VO.Engineeradinlet and outlet diffusers are removable toinspect / 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 tobautilized for efficient greaseseparation and minimal disturbance ^zexisting grease and sediment layers. The integral air relief/ anti -siphon at the ot|et 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 SuhierGreat 8axin�grease interceptor nnode|# G8-5Qshall belifetime guaranteed and made in USA ofseamless, rotationally- molded polyethylene. interceptor sh U be furnished fb eorbe|ow 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 seal and have minimum 16,000 lbs. load capacity. CERTIFIED PERFORMANCE Great Basin— hydmmechonioo| grease interceptors are third party performance- tested and listed by mpmOouASME#/Al2l43and oSAD4tD]grease interceptor standards and greatly exceed requirements for grease separation qndotomgo. They are compliant *othe Uniform Plumbing Code and the International Plumbing Code. ^ Highway traffic load rated gas/ water tight bolted composite SECTION A -A inlet Diffuser outlet Diffuser OUTLET END VIEW Cover adapter with up to of adjustability Tie down point for anchorkit LIFETIME GUARANTEED GREASEINTERCEPTORS MODEL NUMBER: ��K�_��� v�x� ��"� DESCRIPTION: auGPM Polyethylene Grease Interceptor DWG BY: 0- Karrer DATE: 9/3/2019 � Copyright 2019 Schier, All Rights Reserved Pace 4 of 4 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 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 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. 14 RECOMMENDED INSTALLATION DRAWING 1 1/2" U3 4" a' MAN RISER T.P. F.D. 1-1/2" BRANCH UNE Recotasoroto INSTALLATION DRAWNG 2 3/4' I/2" 3" MAIN RISER T.F. OMR OPP& Ur F.D. -I/2" BRANCH UNE ardagerIck. hier. Ration Dimension D Drain Supply Line Minimum 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 Service Valve P2-500 Primer Valve V.B. Ports Union. Connection Connection 1/2" NPT 12 mm P1-500 Primer Valve 1/2" FNPT 12 mm Distribution Unit DU-U Minimum 1/2"copper floor drain trap make-up water line. Not supplied. •••••••111.000111.111111111.••••1111••• Lam's Bakery Owner: Terry Nguyen November 7, 2019 Frankie Alexander City of Tukwila Building Permit Department Community Development Re: Lam's Bakery Update: Applicant Contact Ref: Plumbing Permit PG19_0152 Lams Seafood Asian Market Tenants Tenant 5 17348 Southcenter Parkway Suite 105 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, s 30.4/1_ ie Ge415:1;Eir&B€1--- Owner: Terry Nguyen 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 PG19-0152 LAM'S BAKERY - 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 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) I. 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. PG19-0152 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 COEFINT COQRD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0152 PROJECT NAME: LAM'S BAKERY SITE ADDRESS: 243 MINKLER BLVD Original Plan Submittal X Response to Correction Letter # Revision # DATE: 11/08/2019 before Permit Issued Revision # after Permit Issued DEPARTMENTS: A.N Buildin Public Works Fire Prevention Structural P LI Planning Division Permit Coordinator Li U PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 11/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: C APPROVALS OR CORRECTIONS: DUE DATE: 12/10/2019 Approved Approved with Conditions E Corrections Required j I Denied (corrections entered in Reviews) (ie: Zoning Issues) P Notation: REV1E ER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Q Fire 0 Ping D PW D Staff Initials- 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0152 DATE: 10/10/19 PROJECT NAME: LAM'S BAKERY SITE ADDRESS: 243 MINKLER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ‘0( '10Cf CD Building Division 1111 PtcWorks Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator N DATE: 10/15/19 Structural Review Required REVIEWER'S INITIALS: DATE: LI APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 11/12/19 Approved with Conditions Denied (corrections entered in Reviews) (le: Zoning Issues) LI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire El 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: http://www.TukwilaWA,gov REVISII N SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ( 0—) I 11 • Plan Check/Permit Number: Ej Response to Incomplete Letter # Response to Correction Letter # I El Revision # before Permit is Issued LII Revision # after Permit is Issued IJ Revision requested by a City Building Inspector or Plans Examiner LI Deferred Submittal # Project Name: RECEIVED CITY OF TUKWILA NOV 0 7 2019 PERMIT CENTER IA/ s Project Address: 1 7 3142 5 0 FLC(21A-Qh p t tuck e'N IS Contact Person: ttA--1 t Aci/ Phone Number: "21 et, 7t 9 _s-Y-A-K__?z,/)/Kie/iv cfit-A-ivic/eu- Summary of Revision: Co,er orti L 4-71/ Sheet Number(s): "Cloud" or highlight all areas of revision including date,pf revision Received at the City of Tukwila Permit Center by: 44—Entered in TRAKiT on /(— 7 /1 JcZ CALlserskKandace.MAppDatat.Local \Microsoft‘WindowaNetCache1Content.OutlaoktQB5 l8YWORevision Submittal Form.doc Revised: August 2019 Star Plumbing & Mechanical LLC Industries {h v Page 1 of 2 Contractors 4.11 actors 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 UBI 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 contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties PLUMBING License no. STARPPM831O5 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 08116/2019 09/15/2019 Expiration date Until Canceled Bond history Insurance Security National Insurance Policy no. NA115151303 Received by L&I 03/07/2019 $1, 000, 000.00 Effective date 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 yoi`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 ...... 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 Account Is current. 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 LEGEND PLUMBING NOTES: REVISIONS BY 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 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 )8( 2" TRAP FLOOR DRAIN AG BALL VALVE • 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 PLOOR GREASE PIPES "TYP" ABS. TAILPIECE INDICATE FIXTURE DRAIN IN TO A FLOOR SINK "TYP" ABS. VENT PIPES "TYP" HOT UJATER 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 F/D COOLER WALKIN L_J 2" F/S 2" CIRCUIT VENTING 0 3" WCO H/S F/S 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 #40 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: I- TWO MINUTE DRAINAGE PERIOD , TRAP SIZE EAF/UCH DFU. TOTAL FIXTURE NAME 14 SEE WASTE SIZING 14 = 11.5 GPM. 14 DFU. 3" Drain pipe is installed (Max. full pipe flow allow = 60 GPM.) 50 GPM. HGI. GREASE TRAP PROPOSED MFG: SCHIER , MODEL # GB-2 TRIPBLE COMPACTMENT POT SINK L3 DRAINAGE FU. F/D 0 s'xs' COOLER WALKIN DOUBLE COMPACTMENT FOOD PREP SINK V /S F/D / A A 110 DRAINAGE FU. r:47DRAINAGE FU. F-1.6- DRAINAGE FU.1 3" H/S 6 DRAINAGE FU. s`Z SCHIER 50 GPM. GREASE TRAP MODEL # GB-2 WCO D/S A ICE 11,5CHINE (AIR dooLEc» A 121 DRAINAGE FU. 3" CON NECTED TO EXIST. 4" SS. PIPE I-I/2" ABS DRAIN AND VENT PIPES ARE NOT LABELED SEWER LAY —OUT PLAN .1/4" = 10 " 3 WASTE SIZING ( BASE UPON 2015 UPC TABLE 702.1 ) DFU TOTAL QT TRAP DFU. NON • SIZE EACH GREASE GREASE FIXTURE NAME 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 I GPF. 0 2" 2 0 0 WOKRANGE 0 2" 1 0 STEAMER 0 2" 1 0 SODA DISPENSER 0 1.5" 1 0 IDE CREAM ACHINE IAIR COOLED) 0 1.5" 2 0 0 PRE RINSE SINK 3 2" 2 0 6 FLOOR DRAIN 2 2" 1 2 WALK-IN COOLER CONDENSATION FLOOR S110 2 1.5" 1 0 2 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 PLOOR SINK 0 3" 3 0 0 DISHWASHER 5 TOTAL OF NON GREASE F/U 16 TOTAL OF GREASE PRODUCING F/U 21 TOTAL OF DRAINAGE F/U SEPARATE PERMIT REOWIRED FOR: Mechanical Electrical Di Plumbing DI Gas Piping City of Tukwila BUILDING DIVISION REVIEVVED FOR CODE COMPLIANCE APPROVED NOV 1 5 2019 ki 4— I City of Tukwila i BUILDING DIVISION CORRECTiON LTRt CiTY OF TUKWILA NOV 0 7 2019 p& PERMIT CENTER STAR PLUMBING t MECHANICAL 8 - 0 t 0 CT) c) ILI 0- 0_ 1-: co r'crd <a65I.0 , < < cr Ci 06 1— cn< ce-ow Ln 65 0 4g a) 14) - (inside Lam's Seafood Market) Tukquila Wa 98188 DRAWN : NAM DAO CHECKED : DATE : II/05/19 SCALE : AS NOTED JOB NO. : 2019-18 SHEET 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 COLD WATER PIPE NAVIEN TANKLESS W/H—NPA2,1OS 199,000 BTU SYMBOL El 2" TRAP 12"x 12" FLOOR SINK )2:( 2" TRAP FLOOR DRAIN BALL VALVE 19 PLUMBING FIXTURE ITEM 8 (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/D H/D W/H WCO —II 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 2" TRAP HUB DRAIN HOT WATER HEATER TANK WALL CLEAN —OUT CLEAN —OUT FLOOR CLEAN —OUT VENT TO OUT —SIDE POINT OF CONECTION Acrglonitrde—Butadiene—Styrene PIPES Drainage , Waste , Vent .1/2" POTABLE WATER PIPES ARE NOT LABELED 1/2" 5 FU. COLD 1/2" 5 FU. HOT '3/4" 9 I FU. COLD] 3/4" 7i FU. HOT) 1" 11 FU. COLD G' f_ I3/4"-51 FU. HOTI I3/4" 10i FU. HOTI I1" 21 FU. COLD (,q4/ 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 9— PROVIDE ATMOSPHERIC VACUUM BREAKER FOR ALL POT FILLER FAUCETS 5— PROVIDE WATER HAMMER FOR ICE MACHINE 6— WATER VELOCITY ON COPPER PIPES : 8 fps COLD AND Sips HOT. 11 /2" 2 FU. COLD 11/2" 1 FU. HOT NAVIEN TANKLESS W/H—NPA29021/4 199,000 BTU 1" 11 FU. COLD POTABLE WATER SIZING ( BASE UPON 2015 UPC TABLE 610.3 & 610.4 ) QT SPIZE IPE EACH F/U HOT F Tu F/UCOLD FIXTURE NAME 0 1/2" 2.5 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" 1 0 0 LAVATORY 0 1" 20 0 0 MEN URINAL 1 GPF. 0 1 /2" 2 0 0 ADA. SHOWER (SINGLE —HEAD) 0 1 /2" .50 0 0 DRINKING FOUNTAIN 1 11/2" 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 1 /2" 3 0 0 FLOOR MOUNT MOP SINK O 1 1 /2" 1 0 0 WOK RANGE POT FILLER FAUCET 0 1 1 /2" 2 0 0 PRE —RINSE SINK 0 1/2" 3 0 0 DISH -WASHER 1 1/2" 2 2 2 DUMP SINK 10 11 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) REVIEWED FOR CODE COMPLIANCE APPROVED NOV 15 2019 City of Tukwila BUILDING DIVISION TUKWIL/ NOV 0 7 2019 PERMIT CENTER U rg inside Lam's Seafood Market) Tukquila Wa 98188 DRAWN : NAM DAO CHECKED : DATE : II/05/19 SCALE : AS NOTED JOB N0. : 2019-18 SHEET -Q OF 2 SHEETS