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Permit PG18-0001 - KUNG FU TEA - ADD 5 SINKS, 2 FLOOR DRAINS AND 4 FLOOR SINKS (INDIRECT WASTE RECEPTACLES)
KUNG FU TEA 1067 SOUTHCENTER MALL PGI8-0001 Parcel No: Address: 0 City of Tukwila 0 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 1067 SOUTHCENTER MALL Project Name: KUNG FU TEA Permit Number: PG18-0001 Issue Date: 5/29/2018 Permit Expires On: 11/25/2018 Owner: Name: Address: Contact Person: Name: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 THOMAS LI Address: 16022 12TH AVE SW , BURIEN, WA, 98166 Contractor: Name: LAI'S PLUMBING Address: 19115 14 DR SE , BOTHELL, WA, 98012 License No: LAISP**040NK Lender: Name: Address: Phone: (347) 866-6730 Phone: (425) 742-2673 Expiration Date: 11/8/2019 DESCRIPTION OF WORK: ADDING 5 SINKS, 2 FLOOR DRAINS AND 4 FLOOR SINKS (INDIRECT WASTE RECEPTACLES) FOR FUTURE RESTAURANT. INCLUDES INSTALLATION OF A GREASE TRAP/INTERCEPTOR AND A 1" REDUCED PRESSURE PRINCIPLE ASSEMBY (RPPA) WATTS Series 009M2QT ON DOMESTIC WATER SERVICE. Valuation of Work: $9,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $413.20 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 ► ' Permit Center Authorized Signature: Date: C%'—,2q--lei 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: Print Name: "(1 L i 6r-461/ 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 0 0 15: Applicant shall contact Public Works at 206 433-0179 minimum 48 hours in advance to schedule a PW inspection for Reduced Pressure principle (RPPA) installation.The Reduced Pressure Principle Assembly (RPPA) on existing domestic water shall be installed per manufacturer's specifications and tested by a certified tester. Copy of passing backflow test report shall be submitted to Mr. Dave Stuckle, Public Works Inspector. 16: Thereafter the RPPA shall be tested by a certified backflow tester on annual basis at the owner's expense and copy of test report forwarded to Tukwila Water Dept., 600 Minkler Blvd, Tukwila WA, 98188, phone 206-433-1860, fax 206 575-3404. All Reduced Pressure Principle Assemblies (RPPAs) shall be approved by the State Department of Health. 17: Proposed grease interceptor shall be installed per manufacturer's specifications and maintained in accordance with attached copy of Westfield Southcenter GREASE TRAP MAINTENANCE PROGRAM. 18: Proposed grease interceptor shall be installed per manufacturer's specifications and maintained in accordance with attached copy of Westfield Southcenter GREASE TRAP MAINTENANCE PROGRAM. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING • CITY OF TUKWI Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 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 King Co Assessor's Tax No.: Site Address: 10 67 So vistilca! 1 r Ma 11 , TU kw i I6 , t Q Tenant Name: //(Ox / V .otta Ten L LL '1 New Tenant: ❑ Yes D.. No Suite Number: Floor: k-tT Ft "-rect. PROP: Name: Address: • City: State: Zip: Name: 7 orvtc,S L- 7 ohn NAMOW Address: (ho2Z /2 4L' sly City: gurr erg State: kik) Zip: Phone: Fax:4-1 -A(„ -4 2W Email: Pci . 5c 0 filo r I . cowl lr is �._ ... CompanS, Nathe:'' r�o 1_ t, Pl Uv„nb it J c- ' Address: iq l lS l¢ Imo , Wq '?30/2_ City:/e State: WA Zip: Q 012 Phone: (4.1,_(-) 74-)__�6l3 Fax: Contr Reg No.: LA LS -k,040k) <<Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Ai11nj i cv,k5 2 00\ 6c -ca Gh d 4 —Nors—,�ks c ��d�c�e�k west 1) ictre rnstauttmt iAgcN� - 9000 Building Use (per Int'1 Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H:Wpplications\Porms-Applications On Line 2011 Applications\Plumbing Permit Application Revised 8-9-1 !.docs Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/ts piping outlets being installed and the quantlow: IFixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain �— Shower, single head trap r2 Sinks S Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Afi Each additional medical gas inlets/outlets greater than 5 Ne ' 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 r2 Urinal 1 Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Afi Backflow protective device other than atmospheric- type vacuum breakers 2 inch (51 mm) diameter or smaller Ne ' 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 r2 Water closet 1 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Afi 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 �— r2 Receptor, indirect waste 1 Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Afi 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 aScL t ufoik Colevee-�ch L 4k✓' 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 R AUTHORIZED AGENT: Signature: % L Date: O 1 702- /2-'7 A Print Name: , CiiIC Mailing Address: 7±11 Day Telephone: C 9/ )� H:Npplications\Porms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh City State Zip 8‘1 0 )1.1e(A/4- 'e Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS � ?.v pal > .[ fi` ". £; +ro ° tl ( d �`�� i� e k:{i permft7ft►IC �.,. ��� ACCOUNT `#R� N i 'r�* -.Yj � QUANTITY PAID 2ii- }. A'reeH"•�ry f xn. k"s $,= •.s• PG18 0001 Ac tress• 51067�SaUTH 'I R MALL Ap1�; 1 0010 , r Credit Card Fee $1.92 Credit Card Fee R000.369.908.00.00 0.00 $1.92 PLUMBING $64,13,. PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R13131 R000.322.103.00.00 0.00 $64.13 $66.05 Date Paid: Tuesday, January 02, 2018 Paid By: HUIYUN ZHANG Pay Method: CREDIT CARD 08126G Printed: Tuesday, January 02, 2018 1:46 PM 1 of 1 ��SYSTEM$ Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRA PG18-0001 Address: 1067 SOUTHCENTER MALL , Apn: 920247001 Credit Card Fee Credit Card Fee R000.369.908.00.00 0.00 $1.37 $1.37 PLUMBING $30.01 PERMIT ISSUANCE BASE FEE 8000.322.100.00.00 0.00 $30.01 TECHNOLOGY FEE $15,77 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14606 R000.322.900.04.00 0.00 $15.77 $47.15 Date Paid: Tuesday, May 29, 2018 Paid By: KI LAI Pay Method: CREDIT CARD 03200C Printed: Tuesday, May 29, 2018 3:41 PM 1 of 1 CRSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY �' �d PAID i. PermitTRAK r „ „T.a 4.., PG18-0001 Address: 1067 SOUTHCENTER MALL .t € �€ o r Apn• 9202470010 hr i ,, k.€ µ,, it i Pait 0. 0 0 PLUMBING $300.00 PERMIT FEE R000.322.100.00.00 0.00 $282.16 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $3.14 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14605 R000.322.103.00.00 0.00 $14.70 $300.00 Date Paid: Tuesday, May 29, 2018 Paid By: LAI'S PLUMBING Pay Method: CASH Printed: Tuesday, May 29, 2018 3:40 PM 1 of 1 CAWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. ts -coat PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 • . KVI g ikk et". o -cno:nAzon: 6, , Fs IJAL Address: 16127 4-tx. MALL Date Called: 1 8-'1-2o19 Special Instructions: Date Wanted: a.m. 8- 7 - Zoier P-rrk 01 Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. M EN TS: 15 Inspector: Date: 8. 7_ 2_07. - REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit -coo 1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Project:// -fu a Type of Inspection: Z F) Address: /©4,1 illCtkirtmo Date Called: 1, Special Instructions: bate Wanted: a.m. 07/31 %/S �. Request r: Phone No: qi 7— gal- 6..y 1_ Approved per applicable codes. DCorrections required prior to approval. COMMENTS: 1-‘Ci:"..Ak<tPI �2,� Inspector: ,.,`�'i 41`1,4 l Date: 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 NSPECTION 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 Project: irtA, "Ctr"— Type of Inspection: KAA..401/1/19 II. FIVOL. Address /06 7 Soun4zerv46, mg Date Called: Special Instructions: Date Wanted: aL,m. - 1— Requester: Phone No: Approved per applicable codes. OCorrections required prior to approval. COMMENTS: ?1„ 0 grS py-euext, Inspecto Date8,.„._ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD p Retain a copy with permit T de ~� INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: A — eA' f ins �Cal ction: �it) T ktel / dd Address: 10(97 554teeiVief MAI ate Special Instructions: ate Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: t�o(Ag-A ,n Rtinexhilivi- taPrIg ZSR` z --""'_ x2,10 Inspector` :3/�dze Date/ 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 P618 -e1 Project:Typeof ..— K 4 Inspection: GVoowea t Addres I%7 ev",-ter Mai -- Date Called: Special instructions: Date Wanted: Co —20 —20 a.m. ° Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: �1464wc -P1-4A-wk 1°1 .0D Inspector Date:_ 2.o —2..oe 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 PGIg-Crn Project: ,... (Ar . li. TyRe of Inspection: - ref -4C 4A Address: i 10421 S ii,c,erAec tiCA'kf W1121 Date Called: Special Instructions: Date Wanted: 20 — Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. /COMMENTS: x-- Greose 612 Inspector:Faye...4i Date F-1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be I paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ES -009 For Health Hazard Applications Job Name Job Location Engineer Approval REVIt-OR CODE NCE APPROVED Contractor Approval Contractors F.O. No Representative TUKWILA RECEIVED �^ 9 1 APR ���� � Series 009 Reduced Pressure �� ressure Assemblies MAT 01 ZUlli , :eisekity of Tukwila DING DIVISION Sizes: 1/4"_2" Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series is designed to protect drinking water supplies from dangerous cross -connections in accordance with national plumbing codes and water authority requirements for non -potable service appli- cationo such as iniga1ion, fino|ine, or industrial processing. This series features two in'|ine, independent check vaives, cap- tured springs and replaceable check seats with an intermediate ap'turedophngsandrup(uoeub|ochookuoa1svvithanintormodiake relief vaive. lts compact modular design facitates easy main- tenance handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry all internals immediately accessible • Captured springs for safe maintenance • Internal relief vaive for reduced installation cleam ER/ED First Check • Replaceable seats for economical repair^ ��FTUP�CV|L Nodule °Bmnzobody conn1mc�nnfor domb|i^/ 1/4 -2^ Assembly • Bavalve test cocks — screwdriver slotted 1/4^ -APR 1 7 2818 • Large body passages provides iow pressure drop • Compact, space saving design • No special tools required foservicing Relief Valve Assembly PUBUCVYUNK3 Tev*CoohNo 3 Ball Type Test Cocks Test Cock No. 2 PERMIT CENTER RP' Zcme Test Cock No. 4 Specifications A Reduced Pressure Zone Assembly shali be installed at each potential health hazard location to prevent backflow due to baokaiphonugoand/or backpressure. The assembly shall consist of an internal pressure differentiai relief vaive Iocated in a zone between twa positive seating check modules with captured springs and silicorie seat discs. Seats and seat discs shall be replaceable in both check modules and the relief vaive. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access bronze cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation vaives, four resilient seated test cocks and an air gap dram fit- ting.ting. Thshall meet the requirements of: USC; ASSE Std. 1013; AVVVVAStd. C511'92; CSA B64.4. Shall be aWatts Series 009. I -Does not indicate approval status. Refer to Page 2 for approved sizes & models. Watis product specifications mm.customary units and metric are approximate and please contact Watts Technical Service. Watts reserves the right to change or out prior notice and without incurring any obligation to make such changes and ad Second Check Module Assembly NowWater Outlet ��x�^�m��^� ��°°°U.==.= WattsBox Insulated Enclosures. For more information, send for literature ES -WB. NOTICE Inquire with governing authoriti9. fp6k rl nit NOTICE |T�� �-/,^r, The information contained herein is not i nded replace the full product installatiod safety informationavailable or the experience of a trained productinstallenYouammquined to thoroughly read alt installation instructions and product safety WATTS® Available Models: 1/4" - 2" Suffix: QT - quarter -turn ball valves S - bronzestr:Ainer LF - without shutoff vaives AOT - eibow fittings for 360 rotation 3/4^-2^only PC - internai Polymer Coating SH - stainless steel ball valve handles HC - 21/2^in|eUnut|ot fire hydrant fitting (2 vaive) Prefix: C - clean and check strainer 3/4^-1^only - union connections (see ES -U009) 1/4"_2" Bronze body constructio, silicone rubber disc materiain the first and socond check plus the relief vaive. Repiaceable poly- mermer check seats for first and second checks. Removable Relief vaive seats. Stainless steel cover boits. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (\6'-2^).Series 0U9OTfurnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Pressure / Temperature Series 00Wx"-2.Suitable for suppiy pressure up to 1 75psi (12.1 bar). Water temperature: 33°F - 190"F(0.5"C-75"{). Standards USC ASSE No. 1013 AVVVVAC511-Q2 CSA B64.4 lApIVIO Fi|eNo/15O3. tDoes not indicate approval status. See below for approved models. Approvals ASSE.AVVVVA CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southem Caiifornia. ULClassified 3/4^-2^ (LF models only except 009M3LF) MODEL for 909,mmand mmsizes DRAIN OUTLET in. mm in. DIMENSIONS A mm o in. mm WEIGHT mu kgs. 9O9AGA 1/4^-H^009. 1/2 13 2% 60 31/8 79 0.05 0.28 1/4^0O9M2/M3 909AGC %'-1^009/8 009/909, 1 25 31/4 83 4% 124 1.5 0.68 1"-11/2" 009M2 909AGF 11/4'-2^009M1. 2 51 4% 111 6% 171 3.25 1.47 1N" -3^O09/909, . 2"009M2.4" -6r993 909AGK 4 8 76 O% 162 92/8 244 6.25 2J3 909AGM 8"-1 909 4 102 7% 187 111/4 286 15.5 7.03 908ELA 1/4'-H^008.%^008M2/M3 - - - - - - - - 909ELC 1/4'-1^009/90S - - 2% 60 2% 60 0.38 0.17 * 809EB 11/4^'2^009M1. - - 3% 92 3% 92 2 0.81 11/4^-2' 009/909. 2^009M2.4"-6^993 ^909ELH Vertical 28"-3^009/9V - - - - - - - - • Epoxy coated A Dimensions and Weight: 1/4" - 2" 009 0091/4" - 2' SIZE in. in. A no O. 6 mm M. DIMENSIONS C mm (APPROX.) D M. mm in. L nim in STRAINER M mrn DIMENSIONS N in. mm WEIGHT Itis. kgs. 1/4 10 250 45/8 117 33/a 86 11/4 32 51/2 140 23/8 60 21 z 64 5 2 3/8 10 250 45/8 117 3% 86 11/4 32 51/2 140 23/8 60 21/2 64 5 2 1/2 10 250 45/8 117 33/8 86 11/4 32 51/2 140 23/4 70 21/4 57 5 2 3/4 103/4 273 5 127 3' 89 11/2 38 63/4 171 33/18 81 23/4 70 6 3 1 141/z 368 51/2 140 3 76 21/2 64 91/ 241 33/4 95 3 76 12 5 11/4 173/8 441 6 150 312 89 21/2 64 113/8 289 41/46 113 31/2 89 15 6 11/2 17% 454 6 150 312 89 21/2 64 111/4 283 4% 124 4 102 16 7 2 213/8 543 73/4 197 41/2 114 31/4 83 131/2 343 515/1e 151 5 127 30 13 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25" Capacity Performance as established by an independent testing laboratory. *Typical maximum system flow rate (7,5 feet/sec„ 2.3 meters/sec.) 11/4" 009M2QT kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 Ap 0 0 1/2" 009QT wooassinimmoomme•••• kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP 0 0 .25 .60 .75 1.17 gpm .95 1.9 2.9 3 8 4.5 Ipm 3/4" 009QT kPa psi 172 25 138 20 103 15 69 10 35 5 AP 0 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 AP 0 7.6 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm .95 1.9 2.9 38 4.8 5.7 9.4 11.8 Ipm 1/2" 009QT * 2.5 0 38 95 5 1.5 5 19 7.5 2.3 3/411 4. 7.5 28.5 QT 10 12.5 15 gpm 38 47.5 57 Ipm 15 fps 4.6 mps 4111111110 - kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 0 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps * 1" 009M2QT 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps WATTS kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 Ap 0 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 Ap 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 10 20 30 40 50 60 70 80 gpm 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" 009M2QT * psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 2" 009M2QT * 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps USA: T: (978) 689-6066 • F: (978) 975-3350 • Natts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com ES -009 1813 2018 Watts *n. GB -25 ate0a 4 High Efficiency Grease Interceptor Technical Data Submittal I Special Precautions I Specifications I Installation I ApplicatRE Ev tails 1 APR 19 2018 TUKWILA RKS (68.6cm law 40. �... „► �_ t ! ! ! 'rte, 41/4" (10.8 cm 15" (38.1 cm) 103/4" (27.3 cm (53 SUBMITTAL STANDARD: 3" plain end inlet/outlet I Cepa Light Duty, bolted, gas/water tight polyethylene c OPTIONS: ❑ 2" Plain End SCH. 40 Inlet/Outlet ❑ 2" Male Thread Inlet/Outlet ❑ 3" Male Thread Inlet/Outlet ❑ Pumpout Port (Small) SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS " APPROVE u MAY 01 2018 ties - L d: 711 jFiairease 17 2018 A PERMIT CENTER 75 lbs. (34 kg) (10.4 gal./39.3 L); Solids: 6.4 gaL (24 L) 00 lbs. when using the SR -16 Riser) APPROVAL: TeleGlide Risers ❑ SR16 >2-1/8" -16" ❑ CC16 >2-1/8" -16" with Integrated Membrane Clamping Collar Kit 001 MODEL NUMBER: GB -25 PART tt: 4015-001 XX Signature: Date: ORRECT1ON Company: Specifying Engineer': RIA Engineering Firm: DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 9500 Woodend Road Edwardsville, KS 66111 Tel: 913-951-3300 Fax 913-951-3399. www.schierproducts.com REV: 2 07/07/2016 EGO: P", Copyright 2016 Schier, All Rights Reserved ASPECIAL PRECAUTIONS For All Schier Grease Interceptor Installations Installation Instrueldns Installation instructions and additional components are located inside the interceptor. Read all instructions prior to installation. This interceptor is intended to be installed bya licetied plumber in conformance with all local codes. When Installing Interceptor Inside If your dishwashing sink(s) discharges into a floor drain/sink (drain), you must regulate the flow into the drain to avoid an overflow of water onto the kitchen floor. This can be done by installing a valve or flow restriction cap on the sink piping that discharges into the drain. See drawing below for guidance. For detailed guidance on indirect connections, go to: http://webtools.schierproducts.com/Technical_Data/Indirect_Connections.pdf Fernco or similar rubber flow restriction end cap Hydrostatic Slabs (or Pressure Slabs) When installed under a hydrostatic slab (slab designed to withstand • upward lift, usually caused by hydrostatic pressure) interceptor muSt be. enclosed in a watertight concrete vault, Failure to follow this guidance • * voids your warranty. concrete slab subject to hydrostatic pressure watertight concrete vault SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB -25 PART #: 4015 -001 -XX tki,111 1 'ill, 9`31-.i300 High Temperature Kitchen Water If water is entering the interceptor at excessive temperature (over 140° F), a drain water tempering valve (DTV) must be installed. Most state and local plumbing codes prohibit vtater above 140° F being discharged into the sanitary sewer. Water above 140° 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). Failure to follow this guidance voids your warranty. high temperature drain water effluent ( > 140° F) tempering valve (DTV) 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. Failure to follow this guidance voids your warranty. Models GB -50, GB -75, and GB -250 that are direct buried in high water table scenarios must be installed with model AK1 anchor kit or warranty is void. max water table height for direct burial DESCRIPTION: Poi High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 REV: 2 07/07/2016 ECO: SPECIFICATIONS NOTES 1. 34 plain end inletJoutlet 2. Unit weight - w/standard covers; 31 lbs. 3. Maximum operating temperature; 140° F continuous 4. Capacities - Liquid: 22 gal.; Grease: 75 lbs. (10.4 gal.); Solids: 6.4 gal. 5. Built-in Flow control. 6. For gravity drainage applications only. T. Do not use for pressure applications. 8. Cover placement allows full access to tank for proper maintenance. 9. Vent not required unless per local code. 10.Engineered inlet and outlet diffusers are removable to inspect/clean piping. 11. Integral air relief/ Anti -siphon / Sampling access. DIFFUSION FLOW TECHNOLOGY The inlet diffuser splits influent into three paths, creating laminar flow and utilizing the entire liquid volume of the tank for efficient grease separation. The calibrated openings greatly reduce effluent turbulence. The effluent enters the main chamber without disturbing the existing grease or sediment layers. The integral air relief/ anti -siphon in the top of the outlet diffuser allows pressure stabilization within the unit during operation. The bottom of the outlet diffuser allows only effluent which is free of grease to exit the tank. It can easily be attached to any of the three outlets provided to ease jobsite piping layouts. ENGINEER SPECIFICATION GUIDE Schier Great BasinTu grease interceptor model # GB -25 shall be lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall be certified to ASME A112.14.3 (type C) and CSA B481.1, with field adjustable riser system, built-in flow control, built-in test caps and three outlet options. Interceptor flow rate shall be 25 GPM. Interceptor grease capacity shall be 75 lbs. Cover shall provide water/gas-tight seal and have minimum 450 lbs. load capacity. CERTIFIED PERFORMANCE Great Basin hydromechanical grease interceptors are third party performance -tested and listed by IAPMO to ASME #A112.14,3 and CSA 8481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and the International Plumbing Code. of plain end inlet and outlet 15" T invert ngineered inlet and outlet diffuser (see description) SECTION A -A SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB -25 PART 0: 4015 -001 -XX DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle IX;;x11 Edward'a,11c R`; F,,111 Tel a-1/0 Fax ;11.',951-339'.1xxx.cl,r;xodu t, DATE:10/05/2015 REV: 2 07/07/2016 ECO: Co;,yi ;;Olt 2016 SiS xe A11121;00 l't;',cruod INSTALLATION (1 of 3) WARNING! DO NOT AIR TEST UNIT OR TELEGLIDE RISER SYSTEM! Doing so may result in property damage, personal injury or death. LEAK/SEAL TESTING Cap/plug all base unit plumbing connections and remove covers, For base unit testing, fill with water to just above the highest connection. For riser system testing (if required) fill with water to finished grade level. CAUTION: Risers must be supported before filling with water to prevent tipping. Filled risers will be heavy. Inspect unit, connections and all gaskets and clamps (if applicable) for leaks. Check water level at specific time intervals per local code. GENERAL INSTALLATION INSTRUCTIONS Schier grease interceptors are rated and manufactured with an internal flow control system. They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. 1. The flow control plate is installed on this unit. When the unit is installed in a low flow/ low head pressure condition (with a flow rate below 25 GPM), the flow control plate may be removed. Consult a Schier Representative before removing flow plate. 2. Set unit on level solid surface as close as possible to fixtures being served. 3. Connect outlet diffuser to the desired outlet (A,B,C). Unit is shipped with the outlet diffuser in location B and sealing caps on locations A and C. 4. Connect inlet and outlet drainage lines to unit. Mechanically couple pipes to unit. Do not solvent weld. NOTE: Do not install below a hydrostatic slab. INTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS EXCAVATION 1. Install unit(s) as close as possible to fixtures being serviced. 2. Width and length of excavation shall be a minimum of 6" greater than the tank on all sides and depth shall be 6" deeper than tank bottom. 3. Set the tank level on a 6" deep layer of well -packed crushed aggregate material (approximately 3/4" size rock or sand with no fines) and connect waste piping per General Installation Instructions. BACKFILL 1. Preparation of sub grade per geotech recommendations. 2. Stabilize and compact sub grade to 95% proctor. 3. Fill unit with water before backfilling to stabilize unit and prevent float -out during backfilling. Secure covers and risers (if necessary) to the unit. 4. Backfill evenly around tank using crushed aggregate (approximately 3/4" size rock or sand, with no fines). Do not compact backfill around unit. FINISHED CONCRETE SLAB Slab must extend 18" minimum outside the unit footprint. Pedestrian traffic or greenspace areas: 4' Thick reinforced concrete slab required. Native soil Backfill Concrete slab Well packed base Finished grade — 450 Ib. Max Load • 1111eII11712. H:: '!I.\1"1" Flush with floor installation 2500 Ib, Max Load Riser Installation (see page 4 for more details) EXCAVATION AND BACKFILL DETAIL TOP VIEW 14 -lo min Concrete Slab -► 18' min j_ -r�r,, J 5X t }.4 I -T--t 18' min �i-I e "_� `.4.`,.k, I I i YJ„ I ,1,.i Y I I —_L-1_—L' x�—J-__1- J i 18" min T ELEVATION VIEW Finished grade 2. T_f_ T CONCRETE SLAB DETAIL (VehiclularTraffic Areas) SCHIER ,, LIFETIME GUARANTEED C,►. GREASE INTERCEPTORS MODEL NUMBER: GB -25 PART u: 4015 -001 -XX !4500 Ldw;,rd sville KS ,' i, ?, 913-951-:300 F.,x p1.5-951 DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle DATE: 10/08/2015 I,,.,ri�ru,lu�i•. (.ur,1 REV: 2 07/07/2016 tyi-„iht 20l(, St t ECO: INSTALLATION (2 of 3) TELEGLIDE RISER (16 SERIES) INSTALLATION GUIDELINES Tools needed: Silver marker (included), tape measure, and Phillips head screw driver. Jigsaw, circular saw or reciprocating saw will be needed if risers need to be cut. Riser Assembly Instructions/Steps 1. If unit is to be buried, you will need an SR16 Riser Kit (sold separately), The 16 Series TeleGlide Riser System for these models allows riser heights from 2-1/8" above standard unit up to 16". Only ONE riser may be used per base unit to allow for sufficient access to internal serviceable components. 2. If more than 16" of riser height is needed, you will need to adjust jobsite requirements OR purchase the next available model with a 24 Series TeleGlide Riser System which allows for taller riser heights. 3. Once unit is set so that pipe connections line up with jobsite piping, remove cover from the unit Fasten yellow gasketed SR16 Gasket Ring to unit with hardware provided in separate riser kit. Ring flange with 4 bolt notches faces down agains the unit. 4. Push riser into ring until it stops (about 1 inch). 5. Measure the distance from the top edge of the riser down to the finished floor. Make sure to account for any future tile work in your measurement. 6. Remove the riser from the ring. Take measurements from step and measure from the BOTTOM of the riser upwards towards the top of the riser. Mark a line around the riser at this level and cut with a handsaw, jigsaw, or reciprocating saw. Remove debris from the cutting edge with a scraper, utility knife, or leather gloves. 7. Place the cut riser back into the ring on the unit until it stops. Fasten cover from unit onto the top of the riser with the same four bolts that were connecting it to the top of the unit. Unit is ready to be water tested and backfilled. Install finished floor. SR16 Riser Kit (Sold Separately) 01111111111111111111111111111/1111111111111MMININNIMIIIIIIIIIIIIN 111111111111111111111111111111.111=1111111.111111111.1 Remove Riser Ark line and cut Measure Riser Installation step 6 Remove Cover Install yellow Gasket Ring —1 Riser Installation step 3 Install R.ser L Measure 'X' Finished Floor Riser Installation steps 4 & 5 Re -Install Cover Re -Install Riser Finished Floor 111111111=11 I NMI Riser Installation step 7 SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB -25 PART so: 4015 -001 -XX DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle 9.500 Woorivnd Edward,v111, t,',111 lel 'II,: 3(10 Fax ,II:i,951-99 tvvv, •.,:literproduk.t, DATE:10/08/2015 REV: 2 07/07/2016 ECO: u,vitt201t, hiet , A111691,1,, RISER HEIGHT DETAILS 1 4 Minimum Riser Height to Finished Floor Maximum Riser Height to Finished Floor APPLICATION SPECIFIC DETAILS Basement Installation with Remote Pump -out Vent must terminate above the top rim of the sink Vent Stack Kitchen Hcor Add this dent if unit is installed one or more fai floors below the fixtures being served 11"r1 NEVA V PRIV nen Flow Additional Venting for Floor -Below Installations SCHIER LIFETIME GUARANTEED C ►. GREASE INTERCEPTORS 9500 Woodend Road Edwardsville. KS 66171 Tel 913 MODEL NUMBER, GB -25 PART u: 4015 -001 -XX DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 -951-3300 Fax 913-951-3399 wwwschierproducts.com REV: 2 07/07/2016 ECO: Copyright 2016 Scheer, All Rights Reserved itinetds South center ...,i-AraftSrAN.t PURPOSE: 116.0 The intent of this program is to provide maintenance guidelines for any new food -use retailer utilizing a grease trap in place of a grease interceptor so as to minimize health, safety and environmental concerns. POLICY: All new retailers utilizing a grease trap in place of a grease interceptor will be required to contract the services with a Landlord -required grease waste contractor. Each store will have their grease trap maintained (as per the details below) a minimum of every two months. Proof of service should be kept on-site as well as copied to the mall management office (directly from the contractor). There shall also be placed on-site (and available at Landlord's request), a grease trap maintenance log which the contractor will complete upon each bi-monthly service. PROCEDURE: Below is the procedure for grease trap cleaning and recycling to be provided by a required vendor (see sample proposal attached): 1. Removal of all waste from grease traps. 2. Contractor will utilize a portable pumping system when necessary. 3. The grease traps will be backfilled after cleaning to insure proper draining. 4. Contractor will not use any biodegradable or chemicals that might temporarily break up grease but lead to re -coagulating later on. 5. An inspection and service report will be left at each location. 6. Customers will be required to provide a regular cleaning schedule. 7. All customers will be contacted prior to each service. 3. Westfield will be included with a copy of tie services by email or fax. COMPLIANCE Fines will be levied for non-compliance. If our Maintenance Engineers or contracted vendor Is denied access to the space during the scheduled removal or during an emergency removal, a $100 fine for each instance will be levied for each occurrence. P&18' 0001 Dear Andrew, Baker Commodities Inc. would like to thank you for consideration or our company. Our goal is to provide the best possible service for your grease trap needs. As per our conversation we can schedule and rnairitan all of your new locations needs. Services for the grease traps will include: • Removal of All Waste from the grease traps. • AR waste is pumped into a holding tank on our trucks and then brought back to our plant for onsite recycling. • • If trapis too far from the truck we use a portable pumping system. This system is then wheeled back to the truck and pumped into our holding tank: lb The grease traps will be backfilled after cleaning to insure proper draining. • Baker Commodities Inc. does not use, sell, handle, or recommend the use of chemicals and/or "bio -degradable" products. . • Please advise the restaurant .owners .that you do not want these types of product used. • An inspection and service repert•will be left at each location. • Customers will be required to provide a regular Cleaning schedule. • All customers will be contacted prior to each service. • Westfield will be included with a copy of the services by e-mail or fax. . If you have any question or concerns please do not hesitate to'give ,us *a call er 206-243-7387 Thanks, . Jim Hodge Baker Commodities Inc. Seattle Division BAKER COMMODITIES away aid Piilic-womekle P.O. Box 58368, Seattle, WA 98138 (206) 243-73 FAX (206) 243-3412 4 January 08, 2018 City of Tukwila Department of Community Development THOMAS LI 16022 12TH AVE SW BURIEN, WA 98166 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 18-0001 KUNG FU TEA - 1067 SOUTHCENTER MALL Dear THOMAS LI, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Please provide a location map, so Kungfu Tea space can be easily located inside the mall by our inspector. 2) Notes 3 and 4 call for RPZ backflow. A Reduced pressure Principle Assembly (RPPA) shall be installed. Please specify RPPA size/manufacturer/model number on plan. 3) Submit RPPA cut sheet and circle backflow to be installed. 4) Any food preparation facility requires a grease trap installation. Specify size/manufacturer/model number of the grease trap to be installed and show location on plan. Grease trap shall be maintained per Westfield Southcenter Grease Trap Maintenance Program, see attached. 5) Submit grease trap specs. 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, "Ith R6,1 Bill Rambo Permit Technician File No. PG18-000I ,G7111) r,,,,rl,. v.,rnw Rnv%mtnra.r,,ito 1L 1 nn T„ lrwiln L[Wnchinoinn OR IRR • Phnnn 2IM-d ? 17670 • Fm 7 im_zt; 1-711A; HERMIT COORD COPY 4 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0001 DATE: 04/19/18 PROJECT NAME: KUNGFU TEA SITE ADDRESS: 1067 SOUTHCENTER MALL 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 Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/19/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/17/18 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 9ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0001 DATE: 01/02/18 PROJECT NAME: KUNGFU TEA SITE ADDRESS: 1067 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division UbOel" \Lt Public Works 8 Fire Prevention Structural Planning Division LI Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/04/18 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: 02/01/18 C Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: S'% 1 Departments issued corrections: Bldg 0 Fire Ping 0 PW Staff Initials:_,AL__ 12/18/2013 Date: 4//7(f5? 0 City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 0 Response to Incomplete Letter # [V Response to Correction Letter # El Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner LI Deferred Submittal # Project Name: kl.)/V6- 7--1) 71 Project Address: /447 ma." Contact Person: 5,4-p1 y Phone Number: )-06-17 2t6'6 trehporw Summary of Revision: RECEIVED CITY OF TUKWILA APR 1 7 2018 &MIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: 0 Entered in TRAKiT on WAPermit Center (Bresida)Tonnaamit Center Documents (Word)\Revision Submittal Form.doc 7nic LAI'S PLUMBING Horne Espafiol Contact Safety & Health Claims & Insurance C. Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -L Index Help My L&1 Workplace Rights Trades & Licensing LAI'S PLUMBING Owner or tradesperson LAI, KILING Principals LAI, KILING WA UBI No. 601 725 433 19115 14DR. SE BOTHELL, WA 98012 425-742-2673 SNOHOMISH 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 PLUMBING License no. LAISP**040NK Effective — expiration 08/12/1996-11/08/2019 Bond CBIC Bond account no. SH4186 $6,000.00 Received by L&I Effective date 07/09/2007 08/01/2007 Expiration date Until Canceled Insurance ................_... State Farm Fire & Cas Co Policy no. 98 -CD -W059-1 $300,000.00 Received by L&I Effective date 07/27/2017 08/01/2017 Expiration date 08/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. httns://secure.lni.wa.gov/verify/Detail.aspx?UBI=60I 725433 &LIC=LAISP* * 040NK&SAW= Help us improve 5/29/2018 LAI'S PLUMBING IWorkers' comp No active workers' comp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ..........._..............._.......................... No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601725433&LIC=LAISP* *040NK&SAW= 5/29/2018 12/29/2017 4:30:04 PM GENERAL NOTES 1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, & DETAILS PRIOR TO COMMENCING WORK. DISCREPANCIES IN DIMENSIONS, DRAWINGS, GRAPHIC REPRESENTATION AND ACTUAL FIELD MEASUREMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT OR DESIGNER 2. ALL WORK SHALL BE DONE IN ACCORDANCE W/ APPLICABLE CITY, STATE, FEDERAL CODES & ORDINANCES 3. THIS SET REPRESENTS "THE PERMIT DRAWINGS" AND IS INTENDED TO SHOW MINIMUM REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL CONSTRUCTION NECESSARY FOR THE COMPLETE INSTALLATION OF ALL OPERATING SYSTEMS, MATERIALS AND FINISHES IN ACCORDANCE WITH MFR.'S RECOMMENDATION. CONTRACTOR SHALL THOROUGHLY REVIEW DRAWINGS, SPECIFICATIONS AND OWNER'S REQUIREMENTS. 4. CONSTRUCTION SHALL BE BASED ON THE LOCAL JURISDICTION APPROVED PLANS AND OWNER'S COMMENTS. THE APPROVED PLANS ARE TO REMAIN IN SITE AT ALL TIMES FOR USE BY ALL INVOLVED TRADES AND INSPECTORS. 5. THIS SET OF DRAWINGS SHALL NOT BE COPIED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER. THIS DOCUMENT IS CONSIDERED AS ONE UNIT AND SHALL NOT BE CONSIDERED COMPLETE OR WHOLE IF DOCUMENTS ARE SEPARATED IN ANY MANNER. DOCUMENTS SHALL NOT BE SEPARATED FOR THE PURPOSE OF SUBMITTING PROPOSALS OR FOR SEPARATE PHASES OF CONSTRUCTION. 6. THESE DOCUMENTS ARE PREPARED FOR USE BY THE CONTRACTOR AND SHALL NOT, EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD TO CONSTRUCTION METHODS, MEANS OR TECHNIQUES. 7 CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION WORK INCLUDING, BUT NOT LIMITED TO, SEQUENCE & TEMPORARY SHORING OF ALL EXISTING STRUCTURES & VERIFICATION OF EXISTING UTILITIES & SERVICES. 8. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN SPECIFICATIONS. 9. CONTRACTOR SHALL VERIFY UTILITIES PRIOR TO COMMENCEMENT OF ALL WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS, SUBJECT TO LOCAL JURISDICTION AND UTILITY INSPECTOR'S FINAL APPROVAL. 10. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT. PROVIDE ALL BUCK -OUT, BLOCKING, BACKING AND JACKS REQUIRED FOR INSTALLATION. ALL WORK SHALL COMPLY TO LATEST EDITION OF SEATTLE BUILDING CODE, SEATTLE MUNICIPAL CODE, WASHINGTON STATE ENERGY CODE, LOCAL JURISDICTION ZONING & BUILDING CODES, REGULATIONS, REQUIREMENTS & LATEST AMENDMENTS (TYPICAL). 11. CONTRACTOR SHALL CLEAN UP ALL PUBLIC RIGHT-OF-WAY AND PRIVATE DRIVEWAYS AFTER EACH WORK DAY. CONSTRUCTION VEHICLES SHALL NOT BLOCK PUBLIC TRAFFIC OR ENTRIES AT ANY TIME. CONTRACTOR SHALL WORK ACCORDING TO LOCAL JURISDICTION'S ALLOWED SCHEDULES ONLY. BUILDING CODE NOTES 1. 2. 3. ALL WORK ARE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDNANCES. ALL MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE DONE BY LICENSE CONSTRUCTOR UNDER SEPARATE PERMIT. ALL WORK SHALL BE DONE IN ACCORDANCE W/ APPLICABLE CITY CODES 2015 INTERNATIONAL BUILDING CODE (IBC) LEGAL DESCRIPTION WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1-9 WHICH REPLACES BSIP REC VOL 249 PGS 77-84 (AKA PARCEL A TUKWILA BSIP #L10-032 REC #20101021000765) WORK DESCRIPTION TENANT IMPROVEMENT FROM RETAIL TO CAFE WITHIN AN EXISTING MALL SPACE. PROJECT INFORMATION PROJECT ADDRESS 1067 Southcenter Mall, Tukwila, WA 98188 OWNER INFORMATION Max Mata Tea LLC 1067 Southcenter Mall, Tukwila, WA 98188 PROJECT DESIGNER GC Square (USA), INC. 11400 SE 8th ST. Suite 265 Bellevue, WA 98005 TEL: 425-516-7541 CONTACT@GC2SEATTLE.COM GENERAL CONTRACTOR Core Construction LLC 8435 47TH Ave S Seattle, WA 98118 (206)883-3037 UBI: 602-824-225 Expiration Date: 4/28/2018 BUS: 0997424 CODE INFORMATION ZONING: PARCEL # PROJECT AREA: TOTAL LOT AREA: USE: JURISDICTION: BUILDING CODE: PARKING: OCCUPANT TYPE: A-2 NUMBER OF OCCUPANCY: 43 MAX TUC 9202470010 875 SF 1,355,919 SHOPPING CTR (REGIONAL) TUKWILA IBC 2015 UNRESERVED SHARED CENTER PARKING OSite Plan 1" = 100'-0" m to St :thSt Extended Stay America Seattle - Tukwila S 160th St r t m n.5 (h rn S 164th St ro Cr) Crystal Springs Park a S 159th St 6-0 s S161stSt S163rdPI S 166th St S 166th Stro S 157th St v n ; S 1660 Ln s• r- cn S1618thSt U' S 1613th Sl n 614 (7 via S 166th St 614 o-i to a macys LI "a07tn a�, S 4. eta ?k�Uy �`' Bahama Breeze ��� Chain withCaribbcan fare & cocktails 7.13 u. f � Seattle Team Shop I ro .0 The Cheesecake i 5traFactorYnder Blvd 1, ti 1.9 Parkway Square �, Shopping Center °d Blvd ti V C 0 CO liter 6,/ V0, I. w Tukwila Pkwnv Seafood City Supermarket llibee t? gWestfield Southcenter BI-level shopping mall with movies S153rdSt IcS to v7 Southcer}ter 51l6t • Tukwila Pkvwy 0 ACME Bowling, Billiards & Events O JOEY Southcenter ''r'i Olive Garden Italian Strander Blvd Target Strander Blvd D C REI (5 Co U7 LIII 0 0 0 n JCPenney AREA OF WORK -- ENTRANCE a�\\ Tukwila Park -res winaczk"Y•Gb�� Lowe's Home Improvement Strander Blvd r U o_ G m FedEx Office Print ell & Ship Center Baker Blvd Courtyard by Marriott Seattle Southcenter Andover Park E c• de ADA PARKING Mo'C sG' t , � �C a SY4 GradyVVay.• Hampton Inn Seattle/Southcenter Green Strander Blvd Stranded Industry Dr SEPARATE P;I: 1 i T 1J Mechanical Electrical ❑ lumbing I' Gas Piping City of Tukwila BUILDING DIVISION GC SQUARE (USA), INC. 11400 SE 8TH ST SUITE 265 BELLEVUE / WA 98004 VOICE 425 516 7541 contact@gc2seattle.com www.gc2seattle.com 11880 REGISTERED ARCHITECT jArG l/( YA LW STATE OF WASHINGTON KungFu Tea Southcenter 1067 Southcenter Mall Tukwila, WA 98188 rREVISIONS No changes shall be meTie to the scope of work without prior a proval of Tukwila Building Division. NOTE: Revisions will require a new plan .submittal and maw include additional p! s 1 review fc >s Tukwila ORRECT LT Rol` - REC1VED CITY OF TUKWILA APR 17 20I3 11 1PERMIT CENTER Longacres VJay Embassy Suites by Hilton Seattle Tacoma... 'Ver Residence Inn by Marriott Seattle South/... 4r' The Cat Rental Store FILE COPY Permit No. f611 %/ ODO I Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By:, 0 ate: City of Tukwila BUILDING DIVISION NO. DESCRIPTION DATE PROJECT # 17C 015 DRAWN BY: JC CHECKED BY: YL DATE: 12/21/2017 t APPROVED MAY 012018 • �J of Tukwila BUILDING DIVISION SHEET # G1.0 OF 06 :,,,,..,.......„,„r„.,...............___,T.,....,..,,,,,„......_,..t„,,,,,,_,.._-4,,,..ft ....,_ _.......• _.,.. COLD i -A-et------------f.(,-------------fr; ---ty)------ ter • st.A*110,1401.1.21.0.1.110.7....., , , 1 1 ! , 1 , #600 4209 f- (IS ill04 411.0 14409 ,/ 14601 1/ I / • 2 TEMP./PRESSURE 1411-r ePeA r• EXPANSION TANK CONTROLVA IV E - `/ M.Mid•On 0 19 #605 wArEvkstAdivv / v 104 it 210/305 Fib v (L. 10I.F3"PVC@2%; 71.F3'ABS-.@2"% SEWER FUSER NTS 3" VTR (CONNECT TO EXIST. VENT SYSTEM) 40 /6 2" I409/601 v EXIST. 12LF3ABS:@2% (FIELD VERRED) 'AI.A.TEca i4PATERS 602 EQUIPMENT LIST MARK DESCRIPTION LOCATION WIDTH DEPTH HEIGHT POWER AMP REMARKS BEVERAGE AIR SPE 48-18M STAND ON FLOOR 48" 36 5/8" 45.5" 110V 4 rfii BEVERAGE AIR SPE 29" UNDERCOUNTER REFRIGERATOR UCR 48A UNDER COUNTER 48" 29.5" 34.5" 110V 3.3 (104) ADVANCE TABCO DROP -IN HAND SINK #7-PS-22 DROP -IN 12" 16" 5" COLD WATER, HOT WATER, DIRECT WASTE , (105') VOLLRAHT 40862 CUBE GLASS DISPLAY CABINET STAND ON FLOOR 36" 21.25" 37" 120V 4 (201 - ) FLEETWOOD EX STAINLESS STELL CITRUS JUICER COUNTER TOP 9.5" 8" 15.5" 110V (26) VITAMIX 36019 THE QUIET ONE BLENDER COUNTER TOP 8.5" 10.7" 18" 120V 15 (2-0) CUP SEALERS COUNTER TOP 13" 14" 24" 110V 4 (-204 REVEL POS SYSTEM COUNTER TOP 11" 8.3" 6.3" 110V 20 (*) WALL SHELF ON WALL 96" 15" 2" (206) SHAKER MACHINE COUNTER TOP 12" 10" 13" 110V 5 -(k4V-- — ye - ' ENOVA A1 F ,AEMA-COFFEE MACHINE V — - COUNTER TOP 15.7" 22.2" 20.3" 120V COLD WATER, DIRECT WASTE (.?10:,•)4 DU P SINK ki3LUILT-zIN ;I COMPARTMENTSINK - ApVANCE;\TABCO "1-1-208_ DROP -IN 20" 16" 8" COLD WATER, HOT WATER, INDIRECT WASTE -404) ------i '------ - FRUCTOSE D-I SPENSER ----- '-----------/ COUNTER TOP 10" 14" 16" 110V 465) DROP -IN ICE BIN DROP -IN 12" 18" 13" INDIRECT WASTE (405) PRODIGY ICE MAKER C0322 WITH B322S ICE BIN STAND ON FLOOR 22" 34" 67" 220V 20 COLD WATER, INDIRECT WASTE (409) GRINDMASTER 830 30 GALLON HEAVY DUTY WATER BOILER* COUNTER TOP 24.5" 20.25" 27" 220V 60 COLD WATER, DIRECT WASTE (616) TRUE INDUCTION 200V 3200 WATT COMMERCIAL INDUCTION COOKTOP COUNTER TOP 13" 16" 4" 220V 15 (600) WALL MOUNT HAND SINK WALL MOUNT 15" 17" 13.5" COLD WATER, HOT WATER, DIRECT WASTE —,---- (601 ) FE-3-1812-18RLX 3-COMPARTMENT SINK W/ DRAIN BOARD ON BOTH SIDE STAND ON FLOOR 90" 23.75" 43.5" COLD WATER, HOT WATER, DIRECT WASTE — . (602 ) FLOOR MOP SINK • STAND ON FLOOR 24" 24" 12" COLD WATER, HOT WATER, DIRECT WASTE (603) STAINLESS STEEL EQUIPMENT TABLE STAND ON FLOOR 48" 30" 26" (64) STAINLESS STEEL EQUIPMENT TABLE STAND ON FLOOR 36" 30" 26" --(605 )\ , -./'--, —, - , HOT -WATER -TANK MODEL* E6-40R45DV - ---- — / -- \‘; , STAND ON FLOOR 21" 21" 50" ELECTRIC COLD WATER, DIRECT WASTE (606) PREP SINK BUILT-IN 1 COMPARTMENT SINK - ADVANCE TABCO DI-1-208 i j WALL MOUNT 20" 16" 8" COLD WATER, HOT WATER, INDIRECT WASTE ' -A1872NSADJUSTABLE_STAINLESS" RE-SI-IELF__,- f- ---/— STAND ON FLOOR 72" 18" 1/19/2018 12:03:02 PM • ( 105 SERIVCE AREA 152 SF ) —4 -- 1 - 6" CONCENTRATED SEATIING AREA 136 SF UNCONCENTRATED SEATIING AREA 296 SF ORDER ( 2044/4ij [11 ENTRY 1 (E) CONCOURSE TILE PORCELAIN TILE 42" BAR HEIGHT TABLE, PURCHASED BY OWNER ( A2.1 ) 2 EXIT 1 (A2.2), 2 , 102 ) FLOOR SINK WALL SHELF MILK POWDER - PORCELAIN TILE QURRAY TILE .•- KITCHEN 224 SF (-Kitchen Equipment Plan 1/2" =11-0" P \ PAPER TOWEL , 607 (E) TRANSFORMER TO BE REMAIN T ( A2.1 \n/ 3 HAND SOAP - 104 10 1 li (604 ‘) 510 510 203 203 103 ) PICK UP I I 206 206 - 606 ---- FLOOR SINK 603 ( 409 ) (E) ELECTRICAL PANEL TO BE REMAIN 405 , (E) CLOUMN 2-0" b •CUSTOM BOOTHS PROVIDED BY OTHERS Wll FLOOR SINK \ ‘‘'&) • ‘• FLOOR SINK r rs, . , .. 1 \, MOH 2 4 _ ( 605 ) H.WT ( .1 2- .s. GC SQUARE (USA), INC. 11400 SE 8TH ST SUITE 265 BELLEVUE / WA 98004 VOICE 425 516 7541 contact@gc2seattle.com www.gc2seattle.com 11880 REGISTERED \ ARCHITECT YANG LIU STATE OF WASHINGTON KungFu Tea Southcenter 1067 Southcenter Mall Tukwila, WA 98188 NO. DESCRIPTION DATE 1 Building Permit 11/22/2017 Correction 2 Health Permit 12/21/2017 Revision 3 Owner Revision 12/21/2017 4 Health Permit 01/02/2017 Revision LLIATTS 5 42.9 009-A2;2-T PROJECT # eEDAr..Ep NE-65,412F- =.014E-Ass'ET4 aLgi&NN BY: 3" 02 fORRE L111# p- (IST)N6r 3‘15.mitio. DATE: 17C 015 JC CHECKED BY: YL 01/16/2018 REVIEWED _CODE COW PLI APPROVE GC TO COORDINATE FLOOR DRAIN AS NEEDED_ _ RECtIVED CITY OF TUK APR 1 7 20 MAY 0:. 2018 Kitchen ipment Plan Finish Plan IILA of TukwIla----' rpUILDING DIVFS11DN PERMIT CENTER OF 06 A1.3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I 12/29/2017 4:15:00 PM OCCUPANT LOAD CALCULATIONS FOR A-2 OCCUPANCY AREA / ROOM SEATS SHOWN SF SF/OCC OCC CONCENTRATED SEATING AREA 6 136 7 20 UNCONCENTRATED SEATING AREA 10 296 15 20 FRONT OF HOUSE 0 152 200 1 KITCHEN 0 224 200 2 TOTAL OCCUPANT LOAD: 43 WALL LEGEND EXISTING NEW CASEWORK \\\\\\\` GENERAL LANDLORD NOTES 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH LANDLORD'S TENANT DESIGN AND TECHNICAL CRITERIA AND CENTER'S RULES AND REGULATIONS. ALL CONTRACTORS SHALL OBTAIN A COPY FROM LANDLORD'S TENANT COORDINATOR OR MALL FACILITIES MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO START OF JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCE, THE STRICTEST INTERETATION SHALL APPLY. 2. TENANT IS REQUIRED TO PERFORM A SITE SURVEY OF THE ENTIRE PREMISES PRIOR TO COMMENCEMENT OF TENANT'S CONSTRUCTION. ANY VARIANCES BETWEEN THESE APPROVED PLANS, LANDLORD PROVIDED LOD AND ACTUAL SITE CONDITIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. ALL COSTS ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE RESPONSIBILITY OF TENANT. 3. TENANT GC REQUIRED TO CONDUCT A PRECONSTRUCTION MEETING AT A MINIMUM 3 DAYS PRIOR TO START OF CONSTRUCTION WITH FACILITIES MANAGER AND ABIDE BY ALL CURRENT 'TENANT CONTRACTOR SAFETY STANDARDS" AND "TENANT CONSTRUCTION RULES AND REGULATIONS" AS ISSUED BY THE LOCAL CENTER MANAGEMENT TEAM. 4. BARRICADE GRAPHICS REQUIRED TO BE INSTALLED WITHIN 48 HOURS OF BARRICADE INSTALLATION. GRAPHICS MUST BE APPROVED BY DISTRICT MARKETING MANAGER MICHELLE GILES (MGILES@WESTFIELD.COM 206-802-6048). 5. TENANT GC REQUIRED TO PROVIDE ONE FINAL SET OF DRAWINGS CONTAINING ALL COMMENTS INCLUDING WESTFIELD, CITY AND TENANT AS WELL AS WESTFIELD TC APPROVAL STAMP AND CITY PERMIT STAMP AT PRECONSTRUCTION MEETING AND MAINTAINED AT WORK SITE AT ALL TIMES. 6. TENANT MUST MAINTAIN ACCESS, AS REQ'D, TO ALL UTILITY SYSTEMS SERVING THE BASE BUILDING OR ADJACENT TENANTS. 7. ALL REUSED ITEMS/FINISHES MUST BE RETURNED TO LIKE NEW CONDITION. APPROVAL BY WESTFIELD REQUIRED. 8. NO ADDITIONAL SIGNAGE, GRAPHICS OR MERCHANDISE FIXTURES ARE PERMITTED TO BE AFFIXED TO OR ON THE APPROVED DESIGN, DISPLAYED OUTSIDE OF THE PREMISES OR PLACED WITHIN OR ON TOP OF COUNTERS AND SNEEZE GUARDS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDLORD. ALL LANDLORD APPROVED SIGNAGE, PROMOTIONAL OR OTHERWISE, SHALL BE PREOFESSIONALLY PRINTED AND MOUNTED. 9. WESTFIELD TC APPROVAL REQUIRED PRIOR TO BARRICADE TAKE DOWN. TENANT GC TO SCHEDULE PRELIMINARY PUNCH WALK THE WESTFIELD TC ONE WEEK PRIOR TO SCHEDULED BARRICADE TAKE DOWN. SERIVCE AREA 152 SF CONCENTRATED SEATIING AREA 136 SF CEILING HEIGHT:15-05-0' CEILING HEIGHT:12.-0' UNCONCENTRATED SEATIING AREA 296 SF CONCOURSE ENTERANCE T 1 r T I fT I -o000 — ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 7 0 66' - 8" COMMON PATH OF TRAVEL DISTANCE L KITCHEN 224 SF L-- 0 0 0 (E) MENS RESTROOM (E) TENANT CELL PALACE 973 SF 145' - 8" TRAVEL DISTANCE TO & FROM MENS RESTROOM4) 143' - 8" TRAVEL DISTANCE TO & FROM WOMENS RESTROOM CORRIDOR (E) FAMILY RESTROOM b (E) WOMENS RESTROOM (E) JANITOR CLOSET (E) ELECTRICAL ROOM n Code Compliance Plan 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 01 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 7 2018 PERMIT CENTER GC SQUARE (USA), INC. 11400 SE 8TH ST SUITE 265 BELLEVUE / WA 98004 VOICE 425 516 7541 contact@gc2seattle.com www.gc2seattle.com 11880 REGISTERED ARCHITECT VYA GLIU STATE OF WASHINGTON Ku ng Fu Tea Southcenter 1067 Southcenter Mall Tukwila, WA 98188 NO. DESCRIPTION DATE 1 Building Permit 11/22/2017 Correction 2 Health Permit 12/21/2017 Revision 3 Owner Revision 12/21/2017 PROJECT # 17C 015 DRAWN BY: JC CHECKED BY: YL DATE: 12/21/2017 Code Compliance SHEET # AI.O OF 06 • ••-• .... • - - . • •••• • 140 C 11 Ye #104 #210 WATER RISER NTS - 120 C 4.0440111111110, II ii - COLD #409 #601 #602 LEGEND SHOCK ABSORBER TEMP./PRESSURE VALVE MIXING VALVE EXPANSION TANK CONTROL VALVE rg- #605 Tag Eq ipment / Btty from KFT (Itia.KFT w rehoos.4) • Di e PIO ). X D p . ecification Sheet '-', Remark ' Air SPE ?7A Sandwnieh UM 27"W x 31,"D x 42"H YES 102 103 Beverage Beverage Air SPE 29" Undercounter Refr,erator UCII 48A 48"W x 23..25" D x 34.5H YES • . . , L., 1 104 Advance Tabco 0rOP-In,liai Sink #74,5-22 12"W x 10. x S D YES 031CP tDrain 105 Voliraht 4007 Cube Glass Dipta.y Cabinet.36"W x 21.25"D x 37" I-1 201 ' Fleetwood EX Stainless telt Cjtrus *ice). 5.5"W x 8"D x15.5"14 202 y tamix a6019 The Quiet One der 8,5" W x 10,711x 18" H - 203 Cups Sealers 13"W x 141) x 24"H 204 Revel•Pos System 11"itit x 8.3'D x 6.3"H • • 2 2 209 ETI0Ve Al Faerria-coffee machine 3.5.7"Vtt.x 22.2"D x•20.3"H YES Cold,draln 210 Built-in 1 Cmpartment Sink - Advance Tabco DI-1-208 20"W x 169) x8"H YES ! Cold, Hot, Drain 304 Fructose DIspenser 3.01 x 14" x 16" YES 305 Drop' -in ice On 12" x 18" x 13"H Y YES Drain Hoshizold Ice Maker with BSOUFF Ice Bin w/ KM-13401Y1J-1 SZ"W x 339) x 73"H YES Cold,drain 405 409 Grindmastt 3 0 Gallon Heavy Duty Water Boiler .. 24.5"W x 20.25"D")(27"H YES Cold,drain e ,--- 5 True 4440911 NOV WOO Watt Commerical Induction COoktop 13"W x 1615 x '4"11 YES . 3.0 Wall Mount Hand Sink 15"Wx 17" L x 1.3.5"H YES Cold, Hot, Drain 600: FE 3 1515 1SRLX 3-Com artment Sink w brain Board on Both Sides 7S"'W x 20.75" D x 43.5"H Cold Hot, Drain 601 Tabco Floor Mop Sink 24"W x 2415 x 12"H YES Cold, Hot, Drain 602 Advance Stainless Steel Equipment Table 48"W x 30"D x 26"H YES 603 Stainless Steel Equipment Table 36"W x 30"D x 26"H YES L 1 604 Hot Water Tank . 24" Cold,drain r- 605 606 Adipsieble Stainless Wire Shelf 18"W x 60"L YES A1860N5 Ni- l3,04;,,-. '." F'::::210y305! 1OLF3"PVC@I-S' 7LF4"PVC@2"% SEWER RISER NTS • • or„.„?..rZ 3" VTR (CONNECT TO EXIST. VENT SYSTEM) itoi/Ea5 -• 1409/601: ;IA ,.• EXIST. 12LF4"PVC@2% _ . (FIELD VERIFIED) D; 602 TRAP SEAL PRIMERS No form of trap that depends for its seal upon the action of movable parts shall be used. Each fixture trap shall have a liquid seal...and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be directly connected to the water supply and shall be accessible for maintenance. (2015 UPC 1005.0, 1006.0 & 1007.0) E EXHAUST TO OUTSIDE SIDE TO SIPE STRAPS VENTILATION DUCT:: MI145" X 5" (SEE NEXT PAGE) VENTING (EXHAUST GASES) B-VENT CLEARANCE EXHAUST TO 0ur6IDE HOT 'WATER PIPE - INSULATION -REQUIRED. TEMPERATURE AND PRESSURE RELIEF VALVE (WANT() OUTSIDE OR OTHEaRAFFROVED LOCATION CfMliV/ LOCA1;13L06. Hare:Tam I I ?min SECTION SOB.S DRILL PILOT HOLES ON CENTERLINE OF STUD, INSERT 1/46 X 41.,A0BOLT5 THROUGH HOLESIN STRAP -USE WASHERS. USE MN. 22 GAUGE x 5/4" WIDE METAL STRAPS.* ALTERNATIVE - IF WALL STUDS ARE NOTPROFERLY LOCATED TO ALLOW ADEZIATE ANCHORAGE. ATTACH MIN, 2X 4 CROSsegAce TO STUDS WITH I/4"X 4" • LAG BOLTS ANT) W.ASHERS. THEATTACH ANCHOR 5TRAFS TO CROSS EWITH LA0130156 AND WASHERS. WALL kliWING STUD ,, to STANDREOURED IN GARAGE LOCATIONS/,SFER UPC SECTION 510.1 REcOymENpfaSTAND BE BOLTED TO WALL 14(riElfE710gATE6,411610P6S/10.5991114.1.40r66410'.4atteet61,461616FORSIN6110. CLEAMICETO COMBUSTIBLES OR AS fF.R MANUFACTURELISTING. . . • .EV.C11/10E.131.0CK1NG (WOOD) SETWEENWAIL AND TANK • IUPANSION TANK REQUIRED WI • CLOSED•FLUMARNGSYSTEM FERUFC.SEC,IIIIN ODS.5 COLDWATER-SUPPLY PIPE Wt SHUTOFF (SEE NOTE Ake) 25TRAFSREOIARED • 11:Z4E01RM-0ND LOWER 1/3RO OP TANK. Let" MIN egg.v. BETWEEN BOTTOM • 0•41EOF SOURCE Of IGNITION AND FINISH FLOOR LEVEL movivergiq'recrive-areaDOLLAgp • IF WATERHEATERISKACEOINFRONT ArA47,0**TALL. PROVIDE Aoggoag ANCHORAGE TO FLOOR . 14WrgNILLAS.6430AgrmaNTOifliyi• Acr,ErrALTeRNATrve 1,140TECII0N.e0j4501.VT00k LOCAL 09011006P4TM6NT A1.100101VE )46160174 • NOTES: 1. ALL WATER PIPES SHALL ILE USING TYPE "PEX" 2. ALL NAND SINKS. SHALL SE PROVIDED Vi/.1 ASSE 1070 SECONDARY TEMPERATURE CONTROL if THE BOTTOM OF THE HAND SINK 3. PROVIDE A ZONE BACKF FOR THE' POIVFOUNTAIN•MACIINE 4e PROVIDE RPZ BACKFLOVI/ DEVICE FOR DISH WASHER MACHINE 5. PROVIDE SHOCK ABSORBER FOR 3 (OMP.SINK S. ALL THE VENTS MUST RISE TO ABOVE THE FLOOR RIM OF THE FIXTURE (VEN. r). IT SERVES BEFORE CONNECTION INITH Ammo VENTt Dot& g_kut,aw Agaigsaagga 111.1.E CEILING HEIGHT: 1&-0' CEIUNG HEIGHT: 12=0" lagmakimigg WALL SHELF VINYL FkboRING INCOMING INAT • LINE IN CEIUNG, rigt.oye 3/8" Carriage BOR.) Washer (2) 1 6' - Irt• ORDER I Ii CONCOURSE viz BAR HEIGHT TABLE FURNITURE 15'-51i? 4.Q L:2" VENT. •--;-(TYP.) T(E2;BE EREMAIN L E CT R IC A L PANEL.- - ••• - • • • :::1",z--.4?". omy - • .• • y • CUSTOM BOOTHS PROVIDEDAY OTHERS (E) CLOUMN 8-0 1/2'• PICK UP • • - I /I I I 7LF4"PVC@.r.%' o 0 'EXIST. 12LF4 PVC@2, I (FIELD VERIFIED) . , SEJSMIC SUPPORT FOR WATER HEATERS PRWUCT DRAWIMG Seism i6 supwrt fo na-4p to 80 Mons 2.00 54 1.25 IYP 3Iau 116x. Nut (2) 114" Pvereizqd 1/4" LA919011 (4) .14.0 .76 1,25 TV 6X 0.265 mhoot,t. law e support system for water heaWrs up to (4) 44" Straps, ) •(2) 3tEr (2) x • and (4) REPRODUCED IN PART oRwsmewrolour 601.14101160, 8004214416 OR 760.744-6944 i FAX 760.7440607 I trimmioLoRtrecom speojiRamtio Rev A .. • Pro duct $iiimattel • rart•••••••••• N•0414001.1111,040. R 1.101S-7 i•cLEAN •:, . . 0.0.0k VENT. THOU .0.1111*.reMi /OW. • V INTERNATIOISIAL BUILDING CODE w4c43.,so tivio4.---40i5 INTERNATIONAL MECHANICAL CODE WAC 51-52 IFC------201SINTERNATIONAL FIRE mot WAC 5I-54 IFGC-...---,2015-INTERNATIONAL FUEL GAS CODE • -UPC. UN FORM PLUMBING CODE WAC S1-56. 51.57 -NATIONAL ELECTRICAL CODE INSEC---201S-WASHINGTONSTATE ENERGY CODE WAC 51-11 MC/A14.41 A$214.2009 ACCESSIBLE STANDARDS + CHAPTER 10 IL 11- OF THE 2015. . „ LOCAL CODEi1 CITY OF TUKWILA :114200.: 1.. ALL PLAIMBINGAND GAS SYSTEMS SHALL COMPLY WITH' LOCAL CODES AND STATE tCiDES; 2: REDUCE PRESSURE BACK FLOW PREVENTOR SHALL BE INSTALLED & • TESTED: POR POP MACHINE: 3. ALL FLOOR DRAINS SHALL BE PROVIDED WITH AUTOMATIC.P-TRAP PRIMING DEVICE. 4. HOT AND COLD MIXING VALVES SHALL BE PROVIDED FOR ALL THE -HAND SINKS. S. THE DROP OF THE DRAIN LINE SHALL BE COMPILED WITH UPC CODES. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY VENTILATION LINES FOR. ALL EQUIPMENT. • 6, ALL EQUIPMENT SUCH AS HAND SINK SHALL BE PROVIDED WITH •HOT COLD WATER, THE REST OF EQUIPMENT SUCH AS TOILET &POPMACHINE, SHALL BE PROVIDED:WITH COLD WAFER ONLY. 7. IT IS VERY IMPORTANT THAT THE CONTRACTOR SHALL VERIFY ALL THE EQUIPMENT, SIZE;BUILDING., EXISTING LINE, POST -TENSIONED SLAB FLOOR, AND SITE MOIFICATIONS WITH AN AUTHORITY PERSON SUCH AS A•GEN EMU CONTRACTOR OR THE OWNER BEFORE THE START OF THE WORK. • 8. MINIMUM 1' REFORMED JACKED FIBERGLASS -WITH VAPOR_ BARRIER SEAL • (ASJ) FOR ALL WATER PIPING. ' SN ",-----, • L. T SYSTEM F FOOTAGE: 875 SF ADDRESS: 1067 SOUTKENTER MALL, TUK IA WA 98188 TENANT: HILLARY zNAP4/341-866-6230 ADDRESS: 1067 SOUTNCENTER MALL, TUKWILA WA 98188 PROPERTY OWNER. CONSTRACTOR: LATER PARCELIt : 9202-4700-10 ZONING TUC. DESIGN ENGINEER: THOA4AS LltIONN BIACKLOW 253-973-8500 thoma 160 2 alLcorn 16022 12 AVE., SW REVIEWED FOR CODE COMPLIANCE APPROVED MAY 01 2018 City of Tukwila BUILDING DIVISION THE t PLUMBING FU TEA RECEIVED CITY OF TUKWILA JAN 02 2018 PERMIT CENTER