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HomeMy WebLinkAboutPermit PG14-0135 - POTATO CORNER - WATER SINK, FLOOR SINK, GREASE INTERCEPTOR AND WATER HEATERPOTATO CORNER 2800 SOUTHCENTER MALL K-1082 PG14-0133 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov PLUMBING/GAS PIPING PERMIT 9202470010 2800 SOUTHCENTER MALL K1082 Project Name: POTATO CORNER Permit Number: PG14-0135 Issue Date: 11/26/2014 Permit Expires On: 5/25/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 WILLIAM MILLHOLLIN 1026 SW 151 ST, BURIEN, WA, 98166 WESTMARK CONSTRUCTION INC 6102 N 9TH ST STE 400, TACOMA, WA, 98406 WESTMCI012D3 Phone: (206) 601-7043 Phone: Expiration Date: DESCRIPTION OF WORK: PLUMBING FOR WATER SINK, FLOOR SINK. GREASE INTERCEPTOR AND WATER HEATER Valuation of Work: $3,500.00 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Fees Collected: $235.96 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Permit Center Authorized Signature: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: Date: 1[ 2012 2014 2012 ,(2te 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 • - . •'• agree to the conditions attached to this permit. Sign Print Name: CIG^ snAv►sv iN Date:/!`6,`/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 pipingshall. 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 guage. 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 TUKW. Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwitaWA.gov Plumbing/Gas Permit No. 16;• l - Q SS - Project No. Date Application Accepted: 8 -1 �I 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: 2800 Southcenter Mall Potato Corner (Kiosk) eau, King Co Assessor's Tax No.: 9202470010 1" Suite Number: #9077 Floor: New Tenant: ❑ Yes ❑ .. No PROPERTY OWNER Name: WESTFIELD SHOPPING CENTER Address: 2800 Southcenter Mall City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: William Millhollin Address: 1026 SW 151st ST City: Burien State: WA Zip: 98166 Phone: (206) 601-7043 Fax: Email: william@nwpermit.com PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ -40 Scope of Work (please provide detailed information): Plumbing for water sink, floor sink, grease interceptor, water heater Building Use (per lnt'l Building Code): Occupancy (per lnt'1 Building Code): Utility Purveyor: Water: Tukwila Sewer Tukwila H:\Applications\Fonm-Applications On Line \2011 Applications\Plumbing Permit Application Revised 3-9-1 Ldocx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or as piping outlets being installed and the quantity oelow: 4 Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks 6 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 1 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 1 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 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 Mir AUTHORIZEJLAGENT: Signature: -1/ Date: 08/12/2014 Print Name: William Millhollin Day Telephone: (206) 601-7043 Mailing Address: 1026 SW 151st ST Burien WA 98166 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-I1.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID 190 58 PG14-0135 Address: 2800 SOUTHCENTER MALL K1082 pn: 9202470010 $190.58 PLUMBING $181.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $149.00 TECHNOLOGY FEE $9.08 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R3657 R000.322.900.04.00 0.00 $9.08 $190.58 Date Paid: Wednesday, November 26, 2014 Paid By: WESTMARK CONSTRUCTION, INC. Pay Method: CHECK 70987 Printed: Wednesday, November 26, 2014 10:55 1 of 1 AM RSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS p� HUACCOUNT µb0P�ermitTRAK 5'�ii#;9R�$Y? .s � QUANTITY I AID PAID 4 7+t363. �'D14ess:0 UTHCENTER MALLK� tea ABSO10n9202470010 rM01 3 50 DEVELOPMENT , ° ` $313.50 PLAN CHECK FEE R000.345.830.00.00 0.00 $313.50 - f 3T-A7.4 fi-,0-4t+° z— +i "�.� ,4: �R ,x. s0i, ,, 5 '.'w Ldkv.'6 EL1n4 0784r Address 2800iiSOUTHCENTER MALL K1082 Apn 9202470010 $45 85 ELECTRICAL $45.85 . PLAN CHECK FEE R000.345.832.00.00 0.00 $45.85 PG14 0135 k Address 2800 SOUTHCENTER MALL K1444 082 A "n 9202470010 e_ h} i e9 i �.o 0�i 4, 2 .., .ms,.. a ir`ar * h +., s,44- 44 I ,' NF.AM,I�, iW1 !bi"Sltih2 - - c: p�...�, ^€ -= . °, 7 --,--- �ti .�. �$ .5 _ 5 4,..38 PLUMBING $45.38 ,„ PLAN CHECK FEE R000.322.103.00.00 0.00 $45.38 TOTAL FEES PAID BY RECEIPT: R2846 $404.73 Date Paid: Tuesday, August 12, 2014 Paid By: NORTHWEST PERMIT INC Pay Method: CHECK 9557 Printed: Tuesday, August 12, 2014 4:03 PM 1 of 1 CRWSYSTEMS 11C0.111 Retain a copy with permit NSPECTION RECORD INSPEC N O. OS -- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj ctc t 01-Of Ta Coir-f-t--Ps Typelt inspection. r 1 4 cfrtiat t_y "F-i--4-cr A dress: --PP:400 ret4frtt- Cfir MCiii Date Called: Special instructions: /1-M Date Wanted: 3 --zo -Is- P.m• Reque5ser: pahgfkkirefeao1- Co, Phoere N ., - -.7 7 -6-5-0 74 ?7- OMMENTS: pproved per applicable codes. EJ Corrections required prior to approval. r.........C.., inspector: Dat 2+C .15" REINSPECTION FEE REQUIRED. Prior to next inspection, tee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 °61,41-011.5 ProjectD --...k- -- .C.i- Type of Inspection; ( r o orkA _o 2 17\- ( Address: csi" 0 0 -S C m A- 1 1 Date Called: .„.....-. Special Instructions: .,!-- Date Wanted: — / a.m.. --C:':1-1s`P:ffi'-• Requester: Phone No: EjApproved per applicable codes. EJCorrections required prior to approval. COMMENTS: 77 Inspector: Date: 15 P 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 SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: v5-ti,Vt o cot r.leR Type of Inspection- cccouA..Y.,,J,) i 1( 0-03 61-( 11. Address: . 2-55 61.) 3 AA Ali Date Called: i Speciailnstructions; < 1 012-- Date Wanted: — i 2_ -1 5--" 1C-3tril. .. Requester: PAcAl Phone No: ..., 2,3 — S17- (.05'4) ti11 / ApproY4d per applicable codes. Corrections required prior to approval. com,v.E.T. ('- /A-- 61(--- toK1-,-0M.--i- tioi() r-; ; f c 1)--ce 1\1,-7?../(1A47i) r i 1/ K Mec_o ID 1 Ai/e-c.t ue.A/i. 0,1 c (" .t , _ • - / r) fiA ) ( ---l-':-V / Inspector: Date: — ) 2 - REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Gail to schedule reinspection. FILE COPY Permit No. RESPONSE TO: CITY OF TUKWILA PERMIT CORRECTION LETTER #1 Potato Corner — 2800 Southcenter Mall, Space #9077, Tukwila, WA (K-1082) Plumbing/Gas Piping PG14-0135 Development Application #: D14-0263 October 6, 2014 GREASE INTERCEPTOR MANUAL AND SPECIFICATIONS AUTO FRYER MANUAL AND SPECIFICATIONS REVIEWED FOR CODE COMPLIANCE APPROVED OCT 16 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 8 2014 PERMIT CENTER CORRECTION Lfi AWAITS® WD Series Tag: PDI Certified Grease Interceptor SPECIFICATION: Watts Drainage WD Series PDI Certified recessed or floor mounted epoxy coated steel grease interceptor with gasketed epoxy coated steel skid -proof cover secured with hex head center bolt(s), removable baffle assembly, deep seal trap with cleanout, external cast iron flow control fitting, and no hub (standard) connections. ( D (Length) x E (Width) T Inlet Flow Restrictor w/Vent Connection ISO 9002 traa;irra4,1111 Outlet Flow Rate (Select One) Suffix Description 4 4 GPM [i 7 7GPM 0 10 IOGPM 0 15 15 GPM 260 20 GPM 25 25 GPM 35 35 GPM 50 50 GPM Options (Select One or More) Suffix Description •8 Sediment Bucket 0 -E Extension -PC Flange & Clomp Device ❑ -HD Heavy Duty (10,000 Ib,) O Tra lic Cover •O Inlet & Outlet other than ❑ Standard Size SS Stainless Steel 0 -THD Threaded Connections ❑ -US Buy American Compliant ❑ Interceptor Catalog Number WD-4 WD-7 WD-10 WD-15 WD-20 WD-25 WD-35 WD-50 Flow Rate GPM 4 7 10 15 20 25 35 50 Grease Capacity bbs 8 14 20 30 40 50 70 100 A Inlet & Outlet 2"(51) 2"(51) 2"(51) 2"(51) 3"(76) 3"(76) 3"(76) 4"(102) 8 Base to Center 7-3/4"(197) 8-1/21216) 8.1 /2"(216) 10-1/2"(267) 11-1/21292, 12"(305: 14"(356) 16"(406) c Top to Center 3-1 /4"(83) 3-1 /2"(89) 3-1 /2"(89) 3.1 /2"(89) 3-1/2"(89 4-1/21114. 5"(127) 5-1/2"(140) D Length 16"(406) 18"(457) 21-3/4" (552) 22"(559) 24"(610) 26"(660) 30"(762) 32"(813) E Width 101254) 13"(330) 14"(356) 15"(381) 15.3/4"(400) 16.1 /2"(419) 18"(457) 22"(559) F Height 11 "(279) 12"(305) 12"(305) 141356) 151381) 16-1/2"(419) 19"(483) 21-1 /2"(546) J Job Nome Job location Engineer Contractor Contractor's P.O. No Representative WATTS Droinoge reserves the right to modify or change product design or construction without prior notice and without incurring ony obligation to make similar changes and modifications to products previously or subsequently sold See your WATTS Droinage representative for any dnrificaton Dimensions are subject to manufacturing tolerances liVWATTS® Specification Drainage Products USA: 100 Watts Road, Spindale, NC, 28160-2298: TEL: 828-288-2179 TOLL -FREE: 1-800-338-2581 www.watts,com ES-WD-WD SERIES USA 1304 WD SERIES WWATrS® TABLE OF CONTENTS INTERCEPTORS • Pictorial Index • Product Recommendations • Grease Interceptors Design & Operation Material & Characteristics Sizing Pipe Connection Commonly Specified Options Installation Considerations Maintenance & Cleaning Typical Installations • Oil Interceptors Design & Operation Material & Characteristics Sizing Pipe Connection Commonly Specified Options Installation Considerations Maintenance & Cleaning Typical Installations • Sediment Interceptors Design & Operation Material & Characteristics Sizing Pipe Connection Installation Considerations Maintenance & Cleaning Typical Installations S-WD-INTER-1 0812 WWA'ITS® INTERCEPTORS WD SERIES PDI Certified Grease Interceptor WD-L SERIES PDI Certified Low Rough -In Grease Interceptor WD-A SERIES Semi -Automatic Grease Interceptor WD-AH SERIES Semi -Automatic Grease Interceptor w/Housing PICTORIAL INDEX WD-LA SERIES Semi -Automatic Low Rough -In Grease Interceptor Gf-K SERIES Large Capacity Grease Interceptor OI-K SERIES Large Capacity Oil Interceptor SI-740-L Large capacity Sediment interceptor SI-750 Hair Interceptor SI-750-TO Chrome Plated Top Outlet Hcrir Interceptor SI-762 Bottom Access Hair, Plaster & Sediment Interceptor LI SERIES Lint interceptor Photo not available at this time SA Sediment Interceptor S-WD-INTER-2 0812 WWATTS® INTERCEPTORS PRODUCT RECOMMENDATIONS Application Product Art Rooms, Dental Labs, Metal Recovery SI-742, SI-742-L, SI-762 Commercial Laundry, Washing Machines Li-800 Cooking, Prep Sinks, Dishwasher WD Series, GI-K Series Elevator Pits & Oil Spill Areas OI Series, OI-K Series Hair Wash Sinks SI-750, SI-750-TO Pot, Pan, Scullery Sinks WD Series, Gl-K Series Sand & Sediment SA Series, See Also FD-410 Catch Basin Vehicle & Maintenance Areas OI Series, 0I-K Series GREASE INTERCEPTORS Design & Operation Watts Grease Interceptors are designed to remove grease and similar substances from waste water. Interceptors prevent greasy substances from entering plumbing systems, septic fields, and waste water treat- ment facilities, where they are difficult to process, and can create environmental problems. Commonly specified in restaurant kitchens and food handling or processing areas, properly specified and maintained interceptors keep drainage systems free of problematic grease accumulations. Grease interceptors will separate all lighter -than -water substances, collecting them inside the interceptor, above the static water line. Design criteria is determined by plumbing code, typically following guidelines set forth by The Plumbing & Drainage Institute (PDI), which tests and rates interceptors. The accepted industry and PDI Standard (PDI-G101) is for interceptors to maintain 90% separation efficiency, up to the rated grease retention capacity (in lbs.). The interception process is accomplished using the principle of attraction of like substances. A flow restrictor on the inlet side slows incoming effluent, re -directing it through baffling inside the interceptor. Slowing and baffling processes allow lighter -than -water substances (grease) to accumulate above the static water line. The remaining water, free of grease, is forced through the trap leg on the outlet side of the interceptor, and into the waste water drainage system. Material & Characteristics Epoxy Coated Steel - Interceptor body standard 11 ga. CR steel, with oven cured, acid resistant baked gray epoxy coating, inside and out. Lid is epoxy coated 1/4" skid -proof checker plate steel, gasketted, and secured with Allen head center bolt(s). All stainless steel construction may be specified for high sanitary applications. Flow Restrictor - \ND Series Interceptors are supplied with an external cast iron flow restrictor. All other inter- ceptor models are designed with a built-in stainless steel flow restrictor plate, located just inside the inlet. S•WD-INTER•3 0812 WWA1TS® INTERCEPTORS GREASE INTERCEPTORS Sizing Grease interceptors are sized according to the rate of incoming flow, in gallons per minute (GPM). Associated with the incoming flow rate is an interceptor's capacity. The rated capacity, in lbs., is listed at twice the flow rate, in GPM. For example, a 10 GPM interceptor has a rated capacity of 20 lbs. General Procedure: To Determine the Flow Rate of Each Sink: 1. Calculate the capacity of the sink in cubic inches: (LENGTH) x (WIDTH) x (DEPTH) = CU.IN. 2. Convert the capacity from cube inches to gallons per minute (GPM): CU.IN. _ 231 = GPM. 3. Adjust for displacement: , GPM x 0.75 = GPM. 4. Result is the flow rate required to drain the sink in one minute.* 'Note: If drain down time is not critical, on interceptor with a lesser flow rote, up to half the calculated flow rate may be specified. Example: Three compart+nent pot sink, eoch comportment 12" x 12" x 15" 1 12" x 12" x 15" = 2160 cu. in. x 3 comp. = 6480 cu. in. 2. 6480 cu. in. _ 231 - 28 GPM. 3. 28 GPM x 0 75 = 21 GPM. A 20 GPM interceptor would permit the sink to drain in slightly more than one minute. 'Dischorge from spray hoods is determined by the flow rate of the hood_ It is not recommended to pass commercial dishwashers through an interceptor. Sizing For Multiple Fixtures: 1. Determine the flow rote for each fixture to be serviced by the interceptor. 2. Add together 100% of the largest flow rote, 50% of the second largest, and 25% of all others. 3. Result is the recommended flow rate of the interceptor. Example: 1. Fixture A: 35 GPM Flow Rote Fixture B: 26 GPM Flow Rate Fixture C: 18 GPM Flow Rate Fixture D: 12 GPM Flow Rate 2 35 GPM (A) x 100% = 35 GPM 26GPM(B)x50% = 13GPM 30 GPM (C + D) x 25% = 7.5 GPM Total Flow Rate = 55.5 GPM A 50 GPM interceptor is recommended for this installation. Typical Configurations FLOW CONTROLLER AIR NTAKE VENTED WASTE-. ON FLOOR a r FLOW CONTROLLER TEE a AIR INTAKE � VENTED WASTE -I RECESSED FLOW CONTROLLER TEE a AIR INTAKE VENTED WASTED —i RECESSED WITH EXTENSION S-WD-INTER-4 0812 WWArrS® INTERCEPTORS GREASE INTERCEPTORS Pipe Connection No Hub (Standard) - Butt connection using no hub or neoprene coupling, suitable for cast iron, plastic, and most other piping applications. Threaded (T) - Female IPS threaded connections. Commonly Specified Options Sediment Bucket (-B) - Epoxy coated steel, located inside interceptor on inlet side. Collects large food or other particles. To the extent possible, sediment should be strained or collected at the fixture, prior to the grease interceptor. Sediment entering the waste line is likely to clog the interceptor's flow restrictor, slow- ing drainage, and causing back-up difficulties. Extension (-E) - Increases invert dimension to accommodate below grade piping. Heavy Duty Traffic Cover (-HD) - Rated 10,000 lbs. maximum safe live load. Flange & Clamp Device (-FC) - Secures floor membrane or liner, generally specified for above grade installations. Flow through an interceptor is regulated by the flow restrictor. Increasing connection sizes has no benefi- cial effect on flow, and larger piping can normally be accommodated with reducing bushings or couplings. Installation Considerations a.) Interceptors should be located as near as possible to the fixture(s) being served. Long piping runs between a fixture and the interceptor will accumulate grease, causing drainage and clogging problems. b.) Watts Drainage Grease Interceptors may be either floor mounted, under or beside the sink, or recessed, to allow passage of foot traffic, or connect to floor drain discharge. c.) Interceptors may be installed outside, but all piping must be below the frost line (see Extensions). d.) WD Series Interceptors are supplied with an external flow restrictor, which must be installed between the last fixture serviced, and the inlet of the interceptor. e.) Venting is recommended on both the inlet and outlet side of the interceptor, or as governed by local code. Units supplied with external flow restrictors are vented on the inlet side, from the top of the restrictor tee. Maintenance & Cleaning Manual operation grease interceptors are cleaned by opening the cover, and removing grease accumulated at the top of the interceptor. Accumulated grease may be removed manually, or pumped out, generally by an outside service. Cleaning frequency is dependent upon the interceptor's capacity, and the amount of incoming grease. The amount of accumulated grease must be kept below the rated capacity to maintain separation efficiency. S-WD-INTER-5 0812 WWATrS® INTERCEPTORS TYPICAL GREASE INTERCEPTOR INSTALLATIONS D AIR INTAKE 7-.,FL,OW CONTROL TEE VENT v WD Series AIR INTAKE FLOW CONTROL TEE WD-E Series AIR INTAKE FLOW CONTROL TEE • WASTE -� OUTSIDE WALL VENT BOLT -ON EXTENSION WASTE VENT DRAW -OFF HOSE SHUTOFF VALVE J WASTE WD-AH Series S-WD-INTER•6 0812 WWA1TS® INTERCEPTORS OIL INTERCEPTORS Design & Operation Watts Drainage Oil Interceptors are designed to separate oily waste from interior drainage systems, or exte- rior run-off areas. Commonly specified in service stations and other vehicle maintenance or parking areas, oil interceptors prevent environmentally damaging and potentially dangerous oily substances from entering septic fields, run-off areas, and waste water treatment facilities. Similar to grease interceptors in operation, oil interceptors accumulate lighter -than -water oily waste above the static water line inside the interceptor. Oil is automatically, drained from the interceptor through a draw -off valve, and directed to an approved holding tank (by others), for storage and eventual removal. Material & Characteristics Epoxy Coated Steel - Interceptor body standard 11 ga. CR steel, with oven cured, acid resistant baked gray epoxy coating, inside and out. Lid is epoxy coated 1/4" skid -proof checker plate steel, gasketted, and secured with Allen head center bolt(s). All stainless steel construction may be specified for non-standard applications. Flow Restrictor - Oil interceptors are supplied with a built-in stainless steel flow restrictor plate, just inside the inlet. Sizing Oil Interceptors are sized according to the rate of incoming flow, in gallons per minute (GPM). For indoor applications, flow rate can be calculated by adding the maximum discharge rates of all poten- tial water sources. For example, a standard 3/4" hose connection will discharge approx. 10 GPM. A service garage with three hose connections would have a maximum potential flow rate of 10 GPM x 3, or 30 GPM. For outdoor applications involving rainwater run-off, flow rate should be derived from local rainfall tables, and the slope characteristics of the area to be drained. Pipe Connection No Hub (Standard) - Butt connection using no hub or neoprene coupling, suitable for cast iron, plastic, and most other piping applications. Threaded (T) - Female IPS threaded connections. S•W©•INTER-7 0812 WWAT1S® INTERCEPTORS OIL INTERCEPTORS Commonly Specified Options Sediment Bucket (-B) - Epoxy coated steel, located inside interceptor on inlet side. Collects sediment or other particles. To the extent possible, sediment should be collected with a catch basin (see Watts FD- 410), prior to the oil interceptor. Sediment entering the interceptor may clog the flow restrictor, slowing drainage, and causing back-up difficulties. Extension (-E) - Increases invert dimension to accommodate below grade piping. Heavy Duty Traffic Cover (-HD) - Rated 10,000 lbs. maximum safe live load. Flange & Clamp Device (-FC) - Secures floor membrane or liner, generally specified for above grade instal- lations. Inlet & Outlet Other Than Standard Size (-O) - Flow through an interceptor is regulated by the flow restrictor. Increasing connection sizes has no beneficial effect on flow, and larger piping can normally be accommodated with reducing bushings or couplings. Installation Considerations a.) Watts Drainage Oil Interceptors are commonly recessed, to connect to floor drain discharge, and allow passage of foot traffic. b.) Provisions must be made to connect the oil interceptor draw -off to an approved underground oil stor- age tank (by others). Where conditions permit, a manual draw -off valve (by others) may be installed. A manual valve is generally accessed inside a pit, which houses the oil interceptor. c.) Interceptors may be installed outside, but all piping must be below the frost line (see Extensions). d.) Vent lines should be attached to dual no hub vent connections on the side of the interceptor. The lines must be terminated outside the building, 12" apart in elevation, to allow circulation, and vent heavier- than-air fumes that may accumulate inside the interceptor. The inlet side piping should also be vented through the roof, or as governed by local code. Maintenance & Cleaning Oil interceptors are not designed to store oil. Oil should he drained into an approved storage tank, which should be pumped as required. If a manual valve is used, oil should be drawn off on a regular basis, dependent upon the amount of incoming effluent. The interceptor lid should be removed periodically, and a visual inspection made, for sludge or other accumulations. r VENT STACKS EXTENDS Ii pi THROUGH ROOF TYPICAL FLOOR DRAINS I; It OIL INTERCEPTOR 11 SERVICING CONNECTION If TO GRADE it !t OIL STORAGE TANK (BY OTHERS) GRAVITY DRAW -OFF TO SEWER 1 S-WD-INTER•8 0812 VlIWATTS® INTERCEPTORS TYPICAL OIL INTERCEPTOR INSTALLATIONS FLOOR DRAIN . • . VENT (TO OUTSIDE) J 01 Series TRENCH DRAIN ••• ..*; :1 •••• DRAW-OFf CONNECTION WITH VALVE (BY OTHERS) ri VENT CONNECTION THROUGH ROOF TO SEWER GROUND LEVEL ACCESS 0.1 J 0I-E Series TO SEWER rUNDERGROUND OIL STORAGE TANK (BY OTHERS) 1 CONCRETE SLAB SAND-INTER-9 0812 \WATTS° INTERCEPTORS SEDIMENT INTERCEPTORS Design & Operation Watts Sediment Interceptors are designed to separate heavier -than -water sediments or floating debris, such as hair or lint, from plumbing waste systems. Sediment interceptors trap debris with a combination of screening, and gravity separation for heavier -than -water sediments. Debris is accumulated inside the inter- ceptor, where it is stored until removal. Material & Characteristics Epoxy Coated Cast Iron - Industrial grade cast iron, finished with Watts standard gray acid resistant epoxy coating. Epoxy Coated Steel - Standard 11 ga. CR steel, with oven cured, acid resistant baked gray epoxy coating. Stainless Steel - 14 gauge, in accordance with ASTM A-351-Grade CF8 (type 304) Standard Specification. Highly durable and resistant to corrosion. Sizing Sediment interceptors are sized according to rate of flow, or anticipated amount of debris. See specifica- tion pages for specific flow rates and sizing. Pipe Connection No Hub (Standard) - Butt connection using no hub or neoprene coupling, suitable for cast iron, plastic, and most other piping applications. Threaded (T) - Female INS threaded connections. Installation Considerations a.) Sediment interceptors should be located as near as possible to the source of the debris. Long piping runs prior to the interceptor will accumulate debris, causing drainage and clogging problems. b.) Small capacity sediment interceptors are generally mounted under or beside the sink. Larger capacity interceptors may be floor mounted, or recessed, to allow the passage of foot traffic, or connect to floor drain or other discharge lines. c.) Interceptors may be installed outside, but all piping must be below the frost line (see Extensions). d.) Venting of sediment interceptors is generally not required, however installers should reference local codes prior to installation. Maintenance & Cleaning Sediment interceptors must be routinely inspected and cleaned, in order to prevent clogging, and maintain operating efficiency. Maintenance frequency is primarily dependent upon the specific application, and amount of incoming debris. S•WD•INTER.10 0812 INTERCEPTORS TYPICAL SEDIMENT INTERCEPTOR INSTALLATIONS Lu-800 BASEMENT FLOOR COMMERCIAL WASHERS FIRST FLOOR LI-800 10 SEWER 4 . • w• S-WD-INTER-1 1 0812 TI I-•4oC Data Sheet No Hoods. No Vents. No Problem! 1) Place food in entry chute(s) Countertop deep f ryer with a compact dual basket capable of prodc,cing up to 6 pounds of product per fry cycle. Offers jlexihility to operate each side independently. 2) Select fry time on keypad(s) or select programmable presets 3) Food is fried to perfection and automatically "S delivered to exterior receiving tray(s) POWERED @Y-� Simplifry, Why AutoFry Delivers Highly Reliable — With only three moving parts and 20 years of proven dependability, the AutoFry is field tested, Immediately Profitable — AutoFry is extremely economical to operate since no vents or hoods are required (versus a minimum expenditure of $30,000-$50,000 to outfit a traditional professional kitchen with vents, hoods and related HVAC). Sophisticated — MTI's proprietary Simplifryi" technology offers 18 programmable presets, standby mode, heat/time compensation intelligence and multiple language options. Extremely Safe — ANSUL® fire suppression technology is built into all models. In addition, the fully enclosed and automated process eliminates any employee exposure to hot oil. Industry Leadership — MTl invented AutoFry over two decades ago and now represents the gold standard in ventless deep-frying technology. Proven Track Record — AutoFry clients include the industry leaders within the pizza operator, bar/tavern, convenience store and movie theatre markets worldwide. With distribution in 67 countries, AutoFry has you covered. Your Source for Innovative Kitchen Solutions CALL 8 , c) 3=lam 2976 VISIT \ J [}1 t){;: t ' f?"T' nraudtymade inthe U.S.A. AutoFry® MTI-40C/40C-3 SPECIFICATIONS Double Basket Double gait Vat Air Filtration System ANSt1La FIRE SUPPRESSION SYSTEM FM .::: .„. i `�(� iA'Tel . tits • ir' 11)� --.....-IF .- ...iii -1- FRONT VIEW , i 36" 91.44cm 8 kw Heater per Vat Dual Food Entry Chutes SIDE VIEW -•�------ 25'------�». 63.5cm ELECTRICAL MTI-40C o 0 p MTI-40C-3 o = Q r= 208-240 V / Single Phase 9.6kWTotal /40AMP C240V 50 AMP (Dedicated Service Required) 6' (1.83m) Power Cord w/NEMA Plug / 6-50 Plug 208-240 V / 3 Phase 12 kW Total / 28.9 AMP 14.4 kW Total / 34.64 AMP 16.4 kW Total/ 39.45 AMP 50 AMP (Dedicated Service Required) 6' (1.83m) Power Cord w/NEMA Plug / 15-50 Plug CAPACITY OH 2.75 gallons (10.41 liters) per side, 5.5 gallons (20.82 liters) total Cooking 50-100 lbs. (22.68-45.36kg) French Fries per hour, frozen to done. Capacity will vary depending on french fry type. MACHINE Dimensions 25"D x 36"W x 32.5"H (63.5cm Deep x 91.44cm Wide x 82.55cm High) Clearances 0" = Sides 0" = Back 24" = Top (Ocm = Sides Ocm = Back 61cm =: Top) Construction 16 Gauge Stainless Steel Shipping Dims. 32" x 40" x 36" (81.28cm x 1.016m x 91.44cm) Shipping Weight 310 lbs. (140.61kg) c LISTED u=0CE Motion Technology, Inc., 10 Forbes Road, Northborough, MA 01532 (508) 460-9800 • FAX (508) 393-5718 We reserve the right to change specifications appearing upon this brochure without notice and without Incurring any obligation for the equipment previously or subsequently sold. Patent pending, 32.5" 82.55cm mti • Page l of l VENTLESS ELECTRIC FRYER MODEL MTl-40C NW, ai„tat DeaNc ON Vat • DunIit' dEntry Clwtts 32 S P E C I F I A T 1 0 N S Electrical Oil Capacity Cooking Capacity Clearances Maclaine Dimensions Construction Shipping Weight Shipping Dimensions Options 208/240 V 0.6kW Iola, 40 AMP @ 240 V / Single Phase' 50 MP P (Dedica e4 service Regteedt 6' Cord w / NEMA 6.50 Plug 2.50 Gallons per side (5 gallons total) 50 - 100 Lbs. French Fries/Hour (Frozen to Done) cap we vwy dew: gtrlr On hendr kY nre Sides = 0" Sack = 2" Top = 24" 25'Ox36-Wx32.5"H 16 Gauge Stainless Steel 310 lbs. 32"0x40"Wx36"H '3 phase available upon request. Dual MT1 illuminate Heat Lamps: 110 ACV 4.6 AMPS Warranty t Year PartsrLatror, 3 Years Electronic Controls, 5 Years Frypot / Chassis http://mtiproducts.com//wp-content/uploads/2012/01 /mti40cspecs.gif 5/25/2013 City of Tukwila Department of Community Development September 04, 2014 WILLIAM MILLHOLLIN 1026 SW 151 ST BURIEN, WA 98166 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG14-0135 POTATO CORNER - 2800 SOUTHCENTER MALL - K-1082 Dear WILLIAM MILLHOLLIN, Jim Haggerton, 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 NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (BUILDING REVIEW NOTES) 1. The venting for drain waste shown on the plan for this kiosk is not clear or realistic with the existing conditions or open kiosk, specifically where the vent lines from the janitor sink and floor sink shall run to connect into the existing main vent. Specify if the drains run under the floor and how access shall be accomplished for installation and inspection. This information shall be provided and all specific plumbing installation procedures resolved prior to approval of the plumbing permit. 2. Provide manufacturers installation manual and specifications for the specific grease interceptor that will be used. The specific installation for this kiosk shall show how access to the grease interceptor shall be accomplished for maintenance. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PG14-0135 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ?ERMIt COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0135 DATE: 10/08/2014 PROJECT NAME: POTATO CORNER SITE ADDRESS: 2800 SOUTHCENTER MALL, K-1082 Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Awc Building Division Public Works Fire Prevention Structural n n Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/14/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 11/11/14 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 Public Works PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0135 DATE: 08/12/14 PROJECT NAME: POTATO CORNER SITE ADDRESS: 2800 SOUTHCENTER MALL - K-1082 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AS Cow' Building Division mi it' Fire Prevention Structural n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/14/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 09/11/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: qv 1v 1 Departments issued corrections: Bldg'' Fire ❑ Ping ❑ PW ❑ Staff Initials: 141 12/18/2013 WESTMARK CONSTRUCTION Page 1 of 3 Mk j Washington State Department of Labor & industries WESTMARK CONSTRUCTION INC Owner or tradesperson JOHNSON, WARD M Principals JOHNSON, WARD M, PRESIDENT FRANK, THOMAS A, VICE PRESIDENT JOHNSON, BRIAN CHRISTOPHER, SECRETARY JOHNSON, JOY, SECRETARY (End: 03/11/2011) JOHNSON, W GLENN, TREASURER (End: 03/23/2011) Doing business as WESTMARK CONSTRUCTION INC WA UBI No. 600 040 824 6102 N 9TH ST STE 400 TACOMA, WA98406-2036 253-564-4620 PIERCE County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WESTMCI012D3 Effective — expiration 03/23/1999— 03/30/2015 Bond Safeco Ins Co of America Bond account no. 69S001376 Received by L&l 05/08/2012 Bond history $12,000.00 Effective date 04/20/2012 Expiration date Until Canceled Insurance https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600040824&LIC=WESTMCI012D3&SAW= 11/26/2014