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Permit PG19-0001 - MAX'S RESTAURANT - PLUMBING GROUNDWORK AND ROUGH-IN
MAX'S RESTAURANT 16830 SOUTHCENTER PKWY PGI 9-0001 0 Parcel No: ~^ x« ^ ' xmv^U ~^ ~ n Tukwila Department of Community Development 6300 SnuthcenterBoulevard, Suite #100 Tukwila, Washington 9018D Phnne:3U6-432,367O Inspection Request Line: 206-438'9350 Web site: htYp://wxmw.TukmUaVVA.-Rnw PLUMBING/GAS PIPING PERMIT 2623049129 Permit Number: PG19'0001 Issue Date: 3/4/2019 Permit Expires On: 8/31/2019 Project Name: MAX'S RESTAURANT Owner: Contact Person: Address Contractor: License No: Lender: Address: PARKWAY SQUARE LLC PO BOX 26061, FEDERAL WAY, WA, 98093 4FFORTABLEWEST COAST PL8G POBOX Z6O61.FEDERAL WAY, WA 98093 AFFVRvV[883J3 ''' Phone; (253)353-0356 Expiration Date, 8/30/2020 DESCRIPTION 0FWORK: PLUMBING GROUNDWORK; PLUMBING ROUGH IN INCLUDES INSTALLATION OF A 1/2" RPPA WITH AIR GAP FOR THE SODA MACHINE. OUTSIDE GREASE INTERCEPTOR UNDER SEPARATE PW19-0018 PERMITValuation of Work: $20,000.00 Water District: TUmW|LA Sewer District: TUKWILA Fees Collected: $874.36 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 20152015 2015 2015 National Electrical Code: WA Cities Electrical Code: VVACZ96-468: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: Date: |hparbycertify 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 togive authority to violate orcancel the provisions ofany other state orlocal laws regulating construction orthe performance nfwork. |amauthorized tosign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: DaDate:��� �� — y - / 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: z: ***PLU[NB|NG/G4SPIPING PERMIT ODmn[nOmS~~~ 3: Nochanges shall bemade toapplicable plans and specifications unless prior approval isobtained 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 beinstalled incompliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: Noportion ofany plumbing system orgas piping shall beconcealed 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 beconducted |nthe presence nfthe Plumbing Inspector. |tshall bethe duty of the holder of the permlit to make sure that the work will stand the test prescribed before giving notification that the work isready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision ismade tnprotect such pipe from freezing, AU,hcuand cold water pipes installed outside the conditioned space shall bpinsulated tominimum R']. O: Plastic and copper piping running through framing members towithin one (l)inch nfthe exposed framing shall beprotected bysteel nail plates not less than 18gauge. g: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall bedirectly embedded inconcrete urmasonry. lO: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected inaccordance with the requirements ofthe building code. 11: Piping inthe ground shall belaid onafirm bed for its entire length. Trenches shall beback0Uedinthin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, dnderfiU'frozen earth, orconstruction debris. 12: The issuance ofapermit orapproval ofplans and specifications shall not beconstrued tobeapermit for, or anapproval of, any violation nfany nfthe provisions nf the Plumbing Code orFuel Gas Code o,any other ordinance ufthe 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 |onew 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 4V2ofWashington State Amendments 15: RPPA INSTALLATION REQUIRES A SEPARATE Public Works inspection; call 433-0179 to schedule inspection with Mr. Scott Moore, PVVInspector. 16: RPPAshaU be installed per manufacturer's specifications and tested by certified tester upon installation. BackOowtest report shall besubmitted tothe Public Works Inspector. f ti / 17: Thereafter RPPA shall be tested on annual basis at owners expense and test reports submitted to City of Tukwila Water Dept., 600 Minkler Blvd, Tukwila, WA 98188, phone (206) 433-1860. 18: Thereafter RPPA shall be tested on annual basis at owners expense and test reports submitted to City of Tukwila Water Dept., 600 Minkler Blvd, Tukwila, WA 98188, phone (206) 433-1860. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUK-Fr\4 Community Developtit Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi laW A . gov qPlumbing/Gas Gas Permit No. - coo I Project No. Date Application Accepted: 1-2. 9 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 LOCATIQ ffif, 19viAce-4eie— P Site Address: 20* ittkIth tcl Tenant Name: LOW141(11-CS /11 A g,e51-01. vyot gf821 King Co Assessor's Tax No.: LA) IV ktii Suite Number: Floor: ac. New Tenant: Yes [1].. No PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all pmject communication Name: 60 v,el Address; 7-30 23 fel pi 6 City:Fel 1 ,, 0Ft- State: t4h1- Zip:q23012.3 Phone:25343 3 — 030c: Email: 61,1„/ • Y4 0' ,C )44 PLUMBING CONTRACTOR INFORMATION , Company Name: goi.tAle wcicaef Addresc. 0. goy_ City: A-- State: W Zip:?8,095. aogle3 -A--?.--0?% Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: 00 0 0.3c7 "1- Valuation of Project (contractor's bid price): $ Scot of W rk (please provide detailed information): Building Use (per Int'I Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H:\Appciion\Forrns-AppIicaIions On Line \2011 Applications \Plumbing Permit Application Revised 8-9-I1.docx RevisedAugust 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/o; ; piping outlets being installed and the quantit ow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain I Shower, single head trap Sinks Rain water system — per drain (inside building) Greaset�for commercial kitchen (>750 gallon capacity) v getl too 1 °owl Each additional —trftf 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 I Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet 41 ii 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 /% `�f� Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR HO t IZED AGENT: Signature: Print Name: Mailing Address: Date: /`�/ 1.41 Day Telephone: ZS 3 3c3 '-a 3 5% .2 1 lJw4 wit 61" City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PA D $760.29 PG19-0001 Address: 16830 SOUTHCENTER PKWY Apn: 2623049129 $760.29 Credit Card Fee $22.14 Credit Card Fee R000.369.908.00.00 0.00 $22.14 PLUMBING $703.00 PERMIT FEE R000.322.100.00.00 0.00 $443.00 PERMIT FEE COMBOSFR R000.322.100,00.00 0.00 $260.00 TECHNOLOGY FEE $35.15 TECHNOLOGY FEE R000.322.900.04.00 0.00 $35.15 TOTAL FEES PAID BY RECEIPT: R17075 $760.29 Date Paid: Monday, March 04, 2019 Paid By: KON CHIN Pay Method: CREDIT CARD 68297D Printed: Monday, March 04, 2019 3:30 PM 1 of 1 PermitTRAK ACCOUNT- QUANTITY PAID $114.07 PG19-0001 Address: 16828 SOUTHCENTER PKWY Apn: 2623049129 $114.07 Credit Card Fee $3.32 Credit Card Fee R000.369.908.00.00 0.00 $3.32 PLUMBING $110.75 PLAN CHECK FEE R000.322.103,00.00 TOTAL FEES PAID BY RECEIPT: R16326 0.00 $110.75 $114.07 Date Paid: Wednesday, January 02, 2019 Paid By: COREY SWEETING Pay Method: CREDIT CARD 016565 Printed: Wednesday, January 02, 2019 1:06 PM 1 of 1 CO TUKwILu [TRxKIT 6200 SOUTH{ENTER BLVn TUKWILA^ W4 98188 208'4]]'1870 CITY OF TUKWILx 0017340800802374404500 Date: 03/84/20I9 03:29:50 PM CREDIT CARD SALE VISA [4nD NUMBER: ***w***+*6392 K TRAN AMOUNT: $760.29 APPROVAL [D: 08297D RECORD #: 000 CLERK ID: 1azzel x I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE [4Ko ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUxwIL4 ETRAKIT 6200 5OUTH[ENTER 8LVD TUxWIL^^ W4 98188 206'433'1870 CITY OF TUKWZLA Date: 03/04/2819 03:29:50 PM CREDIT CARD SALE VISA CARD NUMBER: **********6392 K TR4N AMOUNT: $758.29 APPROVAL [D: 68297D RECORD #: 880 CLERK ID: jazzeI Thank you! Customer Copy 1/2/2018 nsnoUun.do?dispatch`�oobon&AdnflU—tranoaoUonld=020119A44-70E— CO TUxwILA ETKAKIT 6200 SUUTH[ENTEK 8LvD TUKwILk, WA 98188 206'433-I870 CITY OF TVKWIL4 0017340800802374464580 Date; 0I/02/2019 01:06:09 pm VISA CARD NUMBER: TRAm AMOUNT: APPROVAL CD: RECORD #: CLERK ID: X CREDIT CARD SALE **********5230 K $114.07 016565 088 jazzel (CARDHOLDER'S SIGNATURE) I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE [xRO ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT vUU[Hsn) Thank you! Merchant Copy I xmps:ilcmnvicoonvorgopavonmx/rtva|wamhvnmmnoamion.doruivpatcwmomou=pnnoranoocUon&hdrmu_tran»acmmm=0ou11— 10 1/2/2013 https:!/class io.con worgepaynom0��uo|�*mhanx�unsac nn�do?dispe�xMe�od=phn��nsacbnn8munOd��n0000nnN=UuunSx44�nE— ' CO TUKWILA ETRAKIT 6200 SOUTH[ENTER BLVD TUKWIL«^ W4 98188 206-433'1878 CITY OF TUKWILA Date: 01/02/2019 VISA CARD NUMBER: TRAN AMOUNT: APPROVAL [D: RECORD #: CLERK ID: 01:06:89 PM CREDIT [AK0 SALE *~****~***5238 $114.07 gzasas 000 jazzeI Thank you! Customer Copy K oupo://olamnic.convorgepay. nnmN1uuo|memoonutranoaonon.do?uwpotcxmmmou=printTmnnan onomunnu—tmnsaounnm=ouo11 — 2/2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 630E Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P O1 Project: PINC4 Type of Inspection: Ned: 4 Address: 1,6703o A 4k.„ t� Date Cal Special Instructions: DatWarnted: 14 Zfi .. iq a.m. p.m. Requester: Phone No: Approved per applicable codes. OMMENTS: ections required prior to approval. Inspector: Date; REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila, WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431 -3670 Project: Type of Inspection: Address: � � Date Called: ted: Special Instructions: Date y+n Requester: Phone N©: 2 4.,/ proved per applicable codes. 0MMEh[T5: Corrections required prior to approval. Inspector: Date: REINSPECTIONFEE 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 Project: Ty a of Inspection: Address: I 1013X) -W-V-11(r eqrn-vt. d Date Called: Special Instructions: .47..- ,Ir tva-1- Cam""{` Alf eACA `'1. - ate Wanted: ?f ^ ('i of +1i� P. Requester: Phone No: 3s, t st proved per applicable codes. Corrections required prior to approval. COMMENTS: 'Inspector: Date: REINSPECTIOI 'FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cast to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 , Project: INI14 Type o ection: V2:43r0i9 Address. Date Called: Spe i Instructions: Date Wanted: a.m. , p.m. Requester: Phone No: proved per applicable codes. Li Corrections required prior to approval. OMMENTS: Inspector: Date: 1:2 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ES-AG/EUTC Air Gaps, Elbows and Test Cocks Job Name 11/44.r4 1.$ —E fAUA Job Location Engineer Contractor 1{)k..D Approval Contractor's P.O. No Approval Representative Air Gaps, Elbows and Test Cocks , for Reduced Pressure Zone Asseniblies Air Gaps An air gap provides the unobstructed. physical separation between the discharge end of a potable water supply line and an open receiving vessel. The installation of an air gap and drain line are recommended. )7:ILL t, Tr,‘ r r A MODEL ORDER- RC CODE SERIES/ SIZES DIMENSIONS t.tiEtr.L.IT --r-x----------- A 9 C (NPT) . mm in. mm in. mm lbs kgs \ L. 1/2 - 1/2" 009/LF009 ..... 909AGA 1399 z, '4"-009/LF009M2iM3 21/2 60 31/2 79 1/2 13 .63 .28 1/2" - 1 ' 995 34 - 1' 009A.F009. 909ILF909 909AGC 0881376 1 - 11/2 009/LF009M2 33/4 83 47h 124 1 25 1.50 .68 13/4' - 2 995 11/2 - 3' 009/LFOO9. 999/11909 909AGF 0881378 11/2.- 2 0091F009M1 41/2 111 6% 171 2 51 3.25 1.47 2 009/1F009M2 4' - 6 909/LF909 909AGK 0881385 4 - 10 909EPDA 61/2 162 91/2 244 3 76 6.25 2.83 8' - 10 909/LF909M1 9O9AGM 0881387 8 - 10909/F909 71/2 187 11% 286 4 102 15.50 7.03 919 AGC 0881576 1/2' - 1 919/LF919 21's 60 3 1/2 79 1/2 13 0.63 0.28 919 AGF 0881577 11/4' - 2' 919/LF919 41/2 111 8 '44 216 2 51 3.5 1.6 957AG 0690100 21/2' - 10 957 1/2 190 12 304 2 51 1.50 .68 Splash Guard 994AGK-P 0881397 21/2' -10 994 8 203 113/4 286 2 51 1.50 0.68 995-AG 0439190 3 - 6 995 5 127 8 203 2 51 - - 957A6 0111815 21/2' - 10 957 41/2 119 21/2 62 .4 0.18 NOTICE Inquire with governing authorities for local installation requirements CORRECTIOI LTR# Z, PG 19-000 EVIEWED FOR CO E COMPLIANCE ppRovaD MAR 1 2019 City of Tukwila DIVIS4 41. Air Gap T/LF909 QT Air Gap 909 OSY/ LF909 OSY Splash Guard a 01 w i(t FFB1720 2019 PEVIAT C47E-E1 Watts product specifications in u.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials vt,ith- out prior notice and without hewing any obrkialkn to make such changes and modifications on Watts products previously or subss-guentty sord. WATTS FEnvironmental Health ServicesD O1 Fifth Avenue, Sure 1:00 !;eattle, WA 98104-1818 206-263-95i% Fax 20E-29C-01!39 TY Relay: 711 'vway.kingtounty.nov/heal'h Dctober 28, 2(18 _olita Santos JS Restaurants LI,C 327 Tukwila Parkway Tukwila, WA 9,5188 ca t Se. ale & King Co ant =• Re: PLANS AND SPECIFIC/xTION;-.: FCR: - Max's Restaurant, 168:8 SotEricc hter Parkway, Tukvea, WA 98138 SR1418528 PIE 3723 (Fisk 3) )ekir Ms. Sant..)st • :At 0 a 19 The plans and speciF;ationa for he pro ,oscd new operation have been reviewed and, ir ao orcianc(- mitti the provisiorw of Title 5, the Code c the King County Hoard a* Health (The F--)od Co :ie) are lerE by 5,PPROVED and ubj.2ct othe fUcwin co ditions: • - Ali prep sinks. espreaso 'nachan a 10 los tnacbirre must b indirectly pturabe J. F :Urr An,c: systems_mysi be det,ignf!td, (,--on.;tru( ted, and irvitale4 aca,rding to law (applicab, lo al,stat and federal st3tutess regalatibm an I ordinances). • Hot water ger pration an distrib a.tio!1 systems n us be sufficient tc meet the r eat ho wa:er :demands throughout the food*: tabshrnent • No changes Ella be mace witn-( ut Health Departrilent app oval. four establishinerit s ben t le fullowing plai review se -vice nt. mber (",'3R141E 32E Peas use this SR nuMben. it., all 'TuterjantaCt: .iith us :equired in The Fa)) codt, upon cor ,ple'ion of the construction anc be'ore opc)ning fc! 3incss, the food service e:-.Itabishmer t or era:or/ wn l cal on r tie fo lai.,111. r perm ing at .tDy or.Fieehraistir,p.7..::::icft )trou doic:tsf:taaveai;u:i !3nt )err h yniEnt / ' for the annial len tit f:cehaear,,,veek prior bl shrien. w le i.se h r le fee Pa der 10.`'eafk rrten:tn PPIYmg nourit t 1. csuobiTnIpl:"ieiatip(pPliPecratta-' a,„.nicm11-0,:d,e1„ "cocni-, t:;7tfit:!):11'r41Yf rC:4:)( $2:) .11 ;t1.**ek n 1,30\ose4a,.tti c'ncifig ‘1it >erTni 2,53-84 . ,,(r urri cemm- ii-Atorcc,Cp3rth of tn6 )Ie f thE, y nera ,a, or vv . -.2 please OaA p - " 44 illn°p::11')IIPtihnr°;vPaHell4ea. iC6iti:Ln:E:6pti;t11rnere;:i'llt fcotrhe%,linnsE•Pecpec E si re j ic :1 3j'lluPrr ir tathih'inl:5:°11* tic°°: strt:ct Pr9v41'' Joe' ritptirnbint. es. ( 07 not e tr)n y:* ap:lok npw- 'ver tion qr,other piping a 1 Dad 5erii0" thi in pc nt ter& unt m'lY arn 3ornit am ealth Se gatt1., n a hE es tiov, F61 te er' kis &fa, resront o'the fiod i)11S IME nt 3.4t fr,911.9 t FLAN RE /JEW COMMENT PAGE The idllowhg standard infornation is provide has 13st ben cornpleted, Aoplicants, owner service establishment retquirerntentt;. The prc, examin't;d or these item3 at plan review and • pre-opf-mirg irspoction tl business. The E•pp i cant plan • No changes sh11 be trade wi • Grease pretreatment facilities Wastewater Util'ty which inclu for iniomiation. Foi other citiE. information. DrainboEl-ds, t.rens 1 ra.:ks, or items., shall Le provided for ne. WarwahirgIdshwashin s immersiun cf the largest equii a!,; an adderduin to the plan review pprowl pi at Phitects, and designers nee J to be aware ft posed food serve estaolishment plar.s hv be. Aril! 'oe a.gain at the pre-cpering inspection. acess nat les? fo e King County health department is required to ;tar ing 3et is required to be avai able on site diirin tinrit i,Ispectic n. 'lout Health Department approval are required ir the City of Seattle by the Drainge ant les interceptors and/or atease taps. Contact ;20.') 634-7 75(! s, pH:ease contact your miter district or building de artner tfo: :abs large erauth to acconimcdate a!' so'eci an cleaned .:eseary utensil holding b€fore cis aning.and aft. s,nitiing 1c compartments Slall be arge enough to accoinm )dae ne it and utensils, Hot water g'ne'ation and dist ibut ion systems stall be .,,cfricient to meet the r eal he- wa :er demands eft-cogh° itt e food esttiolishmentt Plumbing systems shad be de 31gred constricte I arid it stalled accord ng o livv i 3pp ;nide lobe!, senee; and felervistatuE s, regulations ancl ord!nar ces). • , FOOd service'oj er tidrai,are'z be desione(l, const-ticiad and Fgerf,:focd -;raparction and fc sewer ti-lte$ ef thst I e —raucats sha ' - • Fool eouip nd,kitoten nand abl7E';',thr:O0Chle mi 1 PrOVICaa flew .of 71er tipti t i Crtffi( earl ed ttiej-fliaatigr nsti uct m nc! de; floers:floor coveriogs wells, wall coveririgs, an :Ic iUn,s s iall inSialled So they a e srhaoth, doruble anti eastde anebie. et -vice equipment :tor age areas ,.--tre nth. r At') intercept cotentiol dhps, • feh tffi the -nan rtaitter " - operatu re!, ering El§ttpte rid ,Aciir• f prn, n yttprage an sinks shall be ecLi lope vaive9rccmb.riaton for at leek 15 Seca- Serretation by :n Arne oqiiirmen s. weer for the reStrob of tieing an insant wa ided.for d to provide %muter at o te aucet.„, Self pic,sinq or rile ncenNaticrial Stai-ida ds heforiC cocie'equii,:iment - - fi hand wash.tsn e piL th type water! eat rL'ut eVerage bO.voto0,;,0,i$41410 Wir,etartidt,t)"e4rt,n-)tt,„oi-j-cet • ktt Page 2, Plan Approva Le buthcenter Parkway, .Tui +vi'la,'V'A g$988 applicants in the City of Seattle must go to Seattle Department of Planning and Development check if a building permit is required. `Operating the establishment without these -required C}fi'Dr to approvals may subject the operator/owner to legal action bythe appropriate agencies. If the or establishmentopened ° is without the Health Dep ent re- _tjo closure. Failed pre -operational in require Department P " e ficiri .sir p #ie , its irre be subject nspectipns will require �a $4t _.,�y lect to hours)for a repeat inspection_ er o I us,. a p Please be e aware that additional hourly fees will be c inspection" goes beyond the ,base four"(4) hours for ti to you afterfie re p ratro of rns ectrari r ..; ,. Please also be advi fee of $2'1:5.00 p r, Co taci'"vt it d I aired when ��lfnegal City of Tukwila Department of Community Development February 14, 2019 COREY SWEETING PO BOX 26061 FEDERAL WAY, WA 98093 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG19-0001 MAX'S RESTAURANT - 16830 SOUTHCENTER PKWY Dear COREY SWEETING, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Date of engineer's signature is missing. Plans provided by an engineer shall have with the stamp and signature, the "Date" of the signature. See general note above. 2. Plans are difficult to distinguish which lines go to the Grease interceptor or the main drain line. Also, the men's and women's restroom main line is not clear how it connects to the main line and is shown similar to the grease line. Please provide clarification of the drain lines with a method of color code or line types to make it easier to distinguish one from the other. (IBC [A] 107.2.1) 3. Specify on the plan next to the floor drains TP or similar, to clearly identify which ones shall be provided with Trap Primers. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Outside grease interceptor requires a separate Public Works Type C construction permit, see attached permit application. Fee is $250 plus 5% of grease interceptor installation cost and a small technology fee. Enter cost on page one of the attached PW Bulletin A-2. 2) Grease interceptor shall be a three compartment double baffle per attached City of Tukwila Standard Detail SS- 14. 3) Please revise your Sheets P1 and P2 to show the correct detail and submit these drawings as part of the Public 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Works permit. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. PG19-0001 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 \ City of Tukwila Department of Community Development January 18, 2019 COREY SWEETING PO BOX 26061 FEDERAL WAY, WA 98093 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 19-0001 MAX'S RESTAURANT - 16828 SOUTHCENTER PKWY Dear COREY SWEETING, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The plan shows all fixtures connected to the grease trap. "Except where otherwise specifically permitted, no wastes other than those requiring treatment or separation shall be discharged into an interceptor." "No food waste disposer or dishwasher shall be connected to or discharge into a grease interceptor". Only equipment that produce grease -laden waste located in areas of establishments where food is prepared, or other establishments where the potential for grease to be introduced into sanitary sewer shall be connected to the grease interceptor. Revise plan to separate out other fixtures not required to empty into the grease interceptor. (UPC 1009.2, 1014.0, 1014.1.2, and 1014.3.2) 2. Plan shows trap primers connected to fixtures connected to the grease interceptor. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Traps tied to the grease interceptor shall not require trap primers. (UPC 1007.0) 3. I could not find on the plan where the grease interceptor (GI) shall be located, and type of interceptor proposed. Specify where the GI is located and provide sizing calculations with the manufacturer's specifications and installation information of GI proposed. Show the location shall be sufficient for servicing the GI. Note: Contingent on response to these corrections, further plan review may request for additional corrections. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 f PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. I) Based on the restaurant size and menu, an outside grease interceptor (three compartment, double baffle) per City of Tukwila Standard Detail SS-14 shall be installed. Grease interceptor sizing calculations required. 2) Please note that only gray water, except dishwashers shall go thru the grease interceptor. Black water shall be carried by a separate side sewer. 3) An outside grease interceptor installation requires a separate Public Works Type C construction permit. Permit fee is $250 plus approx.5% of the construction cost; see attached PW Bulletins Al & A2. Four sets of plans prepared, signed and stamped by a WA State professional engineer together with PW permit application shall be submitted. Grease interceptor sizing calculations are required.I have attached sample grease interceptor plans for another restaurant in the same strip mall complex as a reference. 4) Interior plumbing shall be redesigned to separate waste going to the outside grease interceptor. 5) Engineer shall determine if any backflows are required. Water carbonator requires a Reduced Pressure Principle Assembly (RPPA). How about coffee brewer, ice maker, etc.? If applicable provide a backflow table list on your plans and submit backflow cut sheets. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No, PG19-0001 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ARIVL! C001 1) CON PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0001 DATE: 02/20/19 PROJECT NAME: MAX'S RESTAURANT SITE ADDRESS: 16830 SOUTHCENTER PKWY Original Plan Submittal X Response to Correction Letter # 2 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: A-1— OK_ ='') Building Division 11/ g(ri)c Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: Planning Division Permit Coordinator II DATE: 02/21/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation INN MI In0 Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 03/21/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg LJ Fire D Ping LJ PW D Stafflnitials: 12/18/2013 =PERMIT COORD COP? C PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0001 DATE: 2/06/19 PROJECT NAME: MAX'S RESTAURANT SITE ADDRESS: 16828 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: COT1R )4rAl Building Division 1111 SSS COPR •-17.7".161 Public Works Fire Prevention Structural Planning Division Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 2/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 3/12/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: •-••"*Al'i---11 Departments issued corrections: Bldg Fire Ping p PW vun Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0001 DATE: 1/02/19 PROJECT NAME: MAX RESTAURANT SITE ADDRESS: 16828 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter #_ Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A'T COV1R Building Division 33_ Cori R Public Works Fire Prevention Structural Planning Division Pennit Coordinator pi PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 1/03/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUEDATE: 1/31/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire D Ping U P Staff Initials: 12/18/2013 Date: City of TulkwilE2 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hti.:,N REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 1 Plan Check/Permit Number: El Response to Incomplete Letter Response to Correction Letter # Revision # after Permit is Issued D Revision requested by a City Building Inspector or Plans Examiner [D Deferred Submittal # Project Name: .kAX4 N7r Project Address: k .54:0vittlek--GrAiertle.,A-W4sAy "(1.1VAe tiA 2108' Contact Person: Phone Number(2256, Summary of Revision: 1, 9A)tf 44f004P INAP44\< �7 /tI fA( -CA49:0R,17gA4' ?gmr.< A &,\/ 24-(4-igLIL OF TUKWILA FEB 2 4 2019 Sheet Number(s): "Cloud" or highlight al revision includin PERMIT CENTER Received at the City of Tukwila Permit Center by: Entered in TRAKiT on REVISION 2 NAME: MAX'S RESTAURANT ADDRESS: 16830 SOUTHCENTER PKWY, TUKWILA WA 98188 PERMIT #: PG19-0001 REVIEWER: ALLEN JOHANNESSEN/JOANNA SPENSER FROM: THOMAS LI/JOHN BLACKLOW/253-973-8500 Thomas1600022@gmail.com 16022 12TH AVE., SW BURIEN WA 98166 A. PG-DEPARTMENT(ALLEN JOHANNESSEN) 1. ADD DATE OF THE SIGNATURES 2. THE EXISTING SEWER LINES MARK ON RED LINES ON PLUMBING PLAN AND SEWER RISER FOR EASY TO READ AS SHOWN ON DWG P-2 3. THE FLOOR TRAP PRIMER (TP) AS MARK ON PLUMBING PLAN ON DWG P-2 B. PW-PG DEPARTMENT (JOANNA SPENCER) 1. ALREADY APPLY FOR THE OUTSIDE GREASE INTERCEPTOR CONSTRUCTION PERMIT 2. THE GREASE INTERCEPTOR HAS BEEN REVISED TO A THREE COMPARTMENT DOUBLE BAFFLE AS SHOWN ON DWG P-1 3. I ALREADY REVISED THE P-1 AND P-2 TO SHOW THE CORRCT DETAILS AND SUBMIT THEM FOR THE PUBLIC WORK PERMIT THANK YOU VERY MUCH FOR REVIEWING THE PROJECT! THOMAS LI/253-973-8500 'ORREC 110N1 LTR# 2.. GftOW I CITY OF TUKWILA FEB 20 2019 PERMIT CENTER ss, Date: A City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: littp://www.TahvviiaNVA.axv 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 # 0 Response to Correction Letter # 0 Revision # after Pei mit is Issued El Revision requested by a City Building Inspector or Plans Examiner 0 Deferred Submittal # Project Name: Mi AS4 g(7./(ALOQI(Nrr Project Address: k (4e7, .tileriLA'4 ( A 4 , r OciZt4VA))/fi ri,VAt TM' WA-137/5 Contact Person: \,4e,.1...yiptt-41, Phone Number:1.2> 4,--- Summary of Revision: • illf")t4A %1111‘,‘XJ,47, &elliff__/fteivee(vvioNal u•vter--alre AINIMO• RECEIVED CITY OF Ti FEB 0 6 *2019 PERMIT CENTER Sheet Num ber(s): f "Cloud" or highlight all areas Received at the City of Tukwila Permit Center by: Ei Entered in TRAKiT on evision includin date of r visi , ki WAPerrriit CenterkTemplates1Forms \Revision Submittal Form doc Revised: August 2015 REVISION 1 NAME: MAX'S RESTAURANT ADDRESS: 16830 SOUTHCENTER PKWY, TUKWILA WA 98188 PERMIT #: PG19-0001 REVIEWER: ALLEN JOHANNESSEN/JOANNA SPENSER FROM: THOMAS LI/JOHN BLACKLOW/253-973-8500 Thomas1600022@gmail.com 16022 12TH AVE., SW BURIEN WA 98166 A. PG-DEPARTMENT(ALLEN JOHANNESSEN) 1. AS SHOWN ON DWG P-2, PLUMBING PLAN, AND SEWER RISER, THE DISH WASHER, HAND SINK, POP MACHINE, ICE MACHINE STEAMER, AND TILTING MACHINE, ALL THESE EQUIPMENT DON'T CONNECT TO THE GREASE INTERCEPTOR. ALSO ON DWG P-1, AT EQUIPMENT LIST SHOWN THE EQUIPMENT CONNECT TO THE GREASE INTERCEPTOR. 2. PLEASE SEE P-2 "TYPICAL PRIMER TRAP AND BRANCH DETAILS" 3. THE LOCATION OF THE GREASE INTERCEPTOR AS SHOWN ON DWG P-1 (THE FLOOR PLAN) AND ALSO SHOWN ON P-2 (PLUMBING PLAN). THE CALCULATION FOR THE GREASE INTERCEPTOR AND MANUFATURE INFORMATION DETAILS PLEASE SEE DWG P-1 B. PW-PG DEPARTMENT (JOANNA SPENCER) 1. THE SIZING FOR THE GREASE INTERCEPTOR AND MANUFCTURE INFORMATION DETALS PLEASE SEE DWG P-1. 2. AS SHOWN ON DWG P-2, PLUMBING PLAN, AND SEWER RISER, THE DISH WASHER, HAND SINK, POP MACHINE, ICE MACHINE STEAMER, AND TILTING MACHINE, ALL THESE EQUIPMENT DON'T CONNECT TO THE GREASE INTERCEPTOR. ALSO ON DWG P-1, AT EQUIPMENT LIST SHOWN THE EQUIPMENT CONNECT TO C OR R THE GREASE INTERCEPTOR. LTR# 3. THE GREASE INTERCEPTOR INSTALLER SHALL APPLY FOR A SEPARATE PUBLIC WORKS TYPE C CONSTRUCTION PERMIT. 4. PLEASE SEE P-2 ON "WATER RISER" THANK YOU VERY MUCH FOR REVIEWING THE PROJECT! THOMAS LI/253-973-8500 Pii 0001 T►N RECE , ww , CITY OF TUK FEB 0 6 2019 PERMITCENf Fnvironmental Heath er,ics division 0l Avelue, !Sui',.e 1,00 ,.,eatle, WA c,8.101,--1818 :.t06-263-9566 Fax 20t. -TY Way: 711 kingcou nty. cloy/ hea I h 'Jobber 2E. 2018 .a Santos IS keStaurants LLC 27 Tukwila Parkway UNa WA 93188 Hea't SeittJ Kin Co e PLANS AND i3PLICII:ICI.JIONS FOR: Max's Restaurant, 168;8 Southcenter Parkway, Tukwia, WA 981 SR1418528 PIE $723 (Risk 3) )e r Ms, Santos. The plans and specifications or ;The .,:;iroposed new opeiation have oeen revie,ied arid, in acc orcanc mitt the provisions Of Title 5, ;he Cocle of the King Cour ty Boa d o' Health (Tr Food Cote) Ire .ten by ,APPROVED and subject --o ti e following conditions: • All prep sinks. esisre;:so -nachine, ard ice rnact-ne mint bc7indirectly dumbed. F um in systems:must be iiesigned, .constructedand in; lalled acc e rding to lay (applicablelo. al, ital and federal stistutss, egclationsand ordinances). • Ho water generaion and distribution systems ri-ust be suff °lent to me st the peak ho w er dernards throighout the food"establishment. • No changessiall be nacre without Health Depa .Irrient appi Dva! Your establishment has been assigned the following plaii review se vice numbfl. (SR1,418526 P e ise this SR number in all tutu e contact with us.. As required in The FoodCode, upon completion of the c sristruc on and oelore openingfo bu is. the food se -Vice, estab:ishmer t o aratortowner shall: 1. Cornpiete'art zpplatbn,ior the annual operatior s permit if ;ifou do not ave a current .ieri Submit the applicatior ani aF:plicable fee payment no earlie- than one reekprior to orri6e,tticii14:operaties-1,.-;;Incliiide;ii copy of thiS'ie:ter when 'anpiying or twanntial perr tit, Please call m Ptior:# pa for your permit to 'erify the c(irrect fed ar iount. ?lease se ad\isedithat.thaPi;ifialtytI 6c,rritnencing operation of a Iiooc service es" ablishinent wit ou th reqUired,pertnit is 5U Of the ,applicable permit fc e. 2. fObfein tOrPoperatteriaif:insPection approval. Contact me a 206-2C34184 at last on s ek dvnctpsceduIe;Jiwi-operational inspectior I3e sure ;Ill other ins:reeilon;; (plum ,ini; re ion before you call the Healti- 'Ds:pan:Me it for ar ins )ecttin B s e ) avhjove -lent floor plan available for the plurnbing-inspi-ctor at the cor stri ti Site' in plpnibing inspection,prier t obtain ng .1 final urn And ins pectior 11POtl.61 r oni e ;se; t uipment, plumting fixture bcaton, fin ishss, 1tc e no venlion Or °the' piping sys ems. Otte' *provefduing .Pt9c19Y14# th1shment permit florTi Public - Se, ittle & Kin gi Cc -int: m ,wa, Ver, il is-thareSpinsitillily'oi the food s rvine establist ME It peolitS andapprp,als from DI asenOii,e..4 For eXaMg e, Page 2, Plan Approval Letter for Max's Restaurant, 16828 Southcenter Parkway, Tukwila, WA 9818 8 applicants in the City of Seattle must go to Seattle Department of Planning and Development (DPD) to check if a building permit is required, Operating the establishment without these required permits or approvals may subject the operator/ovvner to legal action by the appropriate agencies, If the establishment is opened without the Health Department pre -operational inspection, it may be subject to closure. Failed pre -operational inspections will require a $430 fee (plus $215.00 per hour after two hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and pre -operational inspection goes beyond the base four (4) hours for this proposed new operation. An invoice i iil be sent to you after the pre -operational inspection and must be paid immediately. Please also be advised'that, once your plans are approved, you will be charged for a plan resubmittal fee of $215,00 per hour should you decide to,Subsequently change the equipment floor plan, Contact your local buildi p reatitent facilities are required when wastewater aanWrts mar � V, r, b weight of fat, 'oil or- grease of animal, vegetable PLAN REVIEW COMMENT PAGE The following standard information is provided as an addendum to the plan review approval process that has just been completed. Applicants, owners, architects, and designers need to be aware of these food service establishment requirements. The proposed food service establishment plans have been examined for these items at plan review and will be again at the pre -opening inspection. r.r.Xr<A, A pre -opening inspection by the King County health department is required prior to starting business. The applicant plan set is required to be available on site during that inspection. • No changes shall be made without Health Department approval • Grease pretreatment facilities are required in the City of Seattle by the Drainage and Wastewater Utility which includes interceptors and/or grease traps. Contact (206) 684-7750 for information. For other cities, please contact your water district or building department for information. • Drainboards, utensil racks, or tables large enough to accommodate all soiled and cleaned Items shall'be provided for necessary utensil hoIdifl before cleaninaand after sanitizing. • WareW immersion of the 1 gest equipment and utensils. — shalt be sufficient to meet the -peak hot water dishwashing sink compartments shall be large enough to accommodate and installed according to law (applicable names). , 4 d ceilings shall a bie. Acct. # Service Restored Yes El No 54 7 48 Name: P.L.E. BACKFLOW TESTING Phone: 253 297-4387 www.backflowtester.com Fax: 253 864-0107 P.O. Box 9199 * Covington, Washington 98042 Backflow Test Report Passed Failed Service Address: 16g30 so 7c;k4,„i /74 /A, qE(ag Backflow Location: .13 101/1 41Z,ItZe0 Cross Connection Control for: Manufacturer: 6J4;7 Model: Initial Test Result RPBA Line Pressure. gs" No. 1 Check Valveze psid Relief Valve Opened: 2. f psid Buffer Amount. psid No. 1 Check: Closed Tight __ZS_ Leaked No. 2 Check: Closed Tight C7 Leaked Minimum Air Gap: Yes 74 No Passed Test Yes No DCVA Line Pressure: No. 1 Check: Closed Tight No. 2 Check: Closed Tight Passed Test Yes No Leaked Leaked PVB/SPVB Line Pressure: Air Inlet: Opened Check Valve: psid Leaked Passed Test Yes No psid Failed to open AIR GAP: Minimum Separation Yes No Pipe Gap Test Equipment: Make- Midwest Model: 845-5 Serial/fr. 11181954 Accuracy Verification Date. 17 03 18 Repai emar : e Assembly: Size: r2-1 Serial No: 2.//6 Test After Repairs RPBA Line Pressure. No. 1 Check Valve. psid Relief Valve Opened: psid Buffer Amount- psid No. 1 Check: Closed Tight Leaked No. 2 Check: Closed Tight Leaked Minimum Air Gap: Yes No Passed Test Yes No DCVA Line Pressure: No. 1 Check: Closed Tight No. 2 Check: Closed Tight Passed Test Yes No Leaked Leaked PVB/SPVB Line Pressure: Air Inlet: Opened psid Failed to open Check Valve. psid Leaked Passed Test Yes No ASSEMBLY STATUS: New Existing PROPERLY INSTALLED: Yes ->c" No I CERTIFY THIS REPORT TO E TRUE,RUEPRINT Signature: Print Name. Phone: Initial Test: Date: Cert# B1423 Expires 12-31-21 Repairs: Date: Repaired Test: Date: Cert. # Michael J. Gittin_gs Cell 253 297-4387 UBI 601 040 690 ni coo AFFORTABLE WEST COAST PLP' Page 1 of 2 Hotne F.spafiol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search al A-1., Index I telp My L&I Workplace Rights Trades & Licensing AFFORTABLE WEST COAST PLBG Owner or tradesperson SWEETING, NOREEN ESMALA Principals SWEETING, NOREEN ESMALA, OWNER WA UB1 No. 803 200 889 PO BOX 26061 FEDERAL WAY, WA 98093 253-353-0356 KING County Business type individual License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties PLUMBING License no. AFFORWC883J3 Effective — expiration 04/23/2012— 08/30/2020 Bond Wesco Insurance Co Bond account no 46WB023699 Active. Meets current requirements. $6,000.00 Received by L&I Effective date 04/24/2013 04/2312013 Expiration date Until Canceled Bond history insurance Security National Insurance Policy no, NA105617606 $1,000,000.00 Received by L&I Effective date 04/20/2018 04/23/2018 Expiration date 04/23/2019 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. Help us improve hups://secure.lni.wa.gov/verify/Detail.aspx?UBI=603200889&LIC=AFFORWC883J3&SAW= 3/4/2019 AFFORTABLE WEST COAST PLP — Workers' comp • j Page 2 of 2 No active workerscomp 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 bld No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period, Washington Stale Dept. of Labor & Industries. Lise of this site is subject to the laws of the state of Washin9ton. Help us improve haps://secure.lni.wa.gov/verify/Detail.aspx?UBI-603200889&LIC=AFFORWC883J3&SAW-- 3/4/2019 ! KITCHEN' EQUIPMENT SCHEDULE.-_____. . CITY. 1 DESCRP flIANUPACTURER HAN CM WASTE STU VOLT* Awn . INSTALLATiON / NOTES 1 3 I WA124411000U31/2 MUER CMISIMATICA4 Mr6C:4)Csr Caf i reVti'C'T • • SEE 4.0.,NOF AC TURER-S 1-3,.71-TiCS i'./t1t X ACtliTEMP i ® 04DiRti,• t 1 ; CONVECT/C*9 STEA/401. 009LERLESS CT 2,38.3Pii 28 . SC4,..., ,..L.L2233X300 1 I TILT244 SKILLET SRAISINCI PAN CLEVELANE; RANGE $. 00311E.....s.a.:10.7, .co3 120.1PH 1 4 V•417 GAS MOOEI• III_ST,„44:4Tt_ .1. CLEVELAND RANCE • - 1 (4i) ; I : Ti11.1110 KETTLE 14,C VT,: i 4241.1PH 10 0 3,4- GAS ; MCATEL 4; KOL4DT 0) i 2 . STOCH POT RANCE It4PENIAL -SO MI :- 1204PH 10 4- GAS 2400EL 4 ISPA-18 *CUSTOM MADE} 1 I 2 EIMER RANGE (V1 1 ETFOOK FOT MOM., Teo : (-As C.4./S. 703.4 MADE. •4';; 3 I.O.m.i.e,;, PAL ! {CUSTOM MACE) • 0 1 I SBURNER IRAN= , . GAS CITS':03.4 MADE 't, t 3 LAAN•...IA:. rAt, t moces,,,Tero . OD i i GRILLER i ; .sem .4 1 4- GAS 1 t it SCO2t5 1 1F.iSTAE3LE i- WA* _ 1 FRYERMASTOT I T 0 I FRYER MATTE" ; 2:30.033 I 120.3Pii 2 0 ser C.,A8 I MODEL • SCFNO12;100. 0 I 3 FRYE.R 1 FRVERMASTER j MODEL *CFROTEDG i 1 ; In 01 1 1213-3PH 2 0 Id' CakS I 1 E,AtiISALAD PREP. RIEMCERA7011 I, iltadiNttAtTLISIANO 1 1 tANCA115-1P1 S./3 _ 1 0 TES43.48-320.4+C I_ ; I 0 1 3 CHILLER IWON'KTOP) 1 - I ; MOOEL a i I ; - - ; TRL2E ITANOFACTURINO , 4 I 1 WORKTCP FREEZER 1 11S-1P/4 2.3 (0 1 I 2 1; VEVEVT-E, , tr20 1ocr; SO-10,5.: SERV.. Sar..P 8. TO4 EL Ct-•41. 0 I 2 FaCE WArd/tEll ; 2/0.15RUSHiAtIERICA 1 i MOOEL • 1114-4412 120 COUNTERTOP PIACEVE t a 3 - W.E.42-811ATC ; VC-C/EL II 019.05nf A I ANDIRECT I . 31.11:1-1 17.0 3;;T' P4')V.E-CT MI.P4 I 3 . DF-SSERT CHtu.EA (REN:93-1114 REFT413ERATOR•) ;111.1!' biAr'4C11-713 1, ! . tiS.1P14 1 2.2 , umiGHT PkA:::44! 4 P F I' P.;,GiiRATOR 1 tee CiltEnti SCCOVR arm wfit. : OJEDA USA ; ItMIH. . 0 fieli 78 . -i . ! THtS ITEM IS It<I_UOF-0 wrnirrEm !TO 0 i 3 ICE CP'.14.1 CREST FREETITI ! OJEDA WA I MODEL *mai ws . 1 . i • 120-IPH 2 0 ---- 0 __ 1 BLAST cz-i4En TRAVLSEN ; MGDELI TECT1-24 . . il 208 ; WO 4 C.,A8TERS .....•-• -.- 1 3C,INO1 ' CH 4 CHILLER fREAC3444 REFFOGERATORI ; TRIM 61Aukulkcnim-43 1 i 135-4PH ; 2.8 uPtHuG..HT rtcAct FaFR:c;E:kkr,:;?-1 ....• i ; 14C/PEVit T-4,34tc__ : • . 1 3 i STANLESS STEEL PREP TOOLE i cus:Toti MAE*: . . ____ : __ ' SIAM:1AM 1-CFITIHT 7..--cl'qI.i..n-InP4 StS PREP TAME WITli OOTITA4 ti.NriES S/S PREP TAME WITH 13011O4 %taws vs TA/3XE (cm-twAfAosto AREA) WS TAME cA't 2 004400151 SIN HOLES/ ' 1 I MOW 004APAIMIttill=4, MODEL 2 L1 ARTL1WT POT StiVe.3 OW et:KW-Wag titcon. # 1 2.0)11PIARTATairtm1,Fritalig-VOLIFY) MCOEL 1 tPCATA 42,r X 2.4.10L1 " MODEL 11 • C1 I HOP NANOEN tet'S 1AU 3- SPRING LOACED ORM Efor" f VISTIVIAS•NER • SIEDIATIELIP, I WALL-112X241 WIRE.OVERSHELVES - DEEP ; 14ENIO WIRE ENEWES DEEP 24COEL 2 . TYPE 1 HOOD Vit P.COMP EXHAUST FAN 6 I OR'Y moo CON TA4NEH Lutis _ . 9 1 HEAT LIILLP ! 3 HOT FOOD WELL ; MIOROWAVE EttE44 i1 COFFEE E4EWER -t -+ COFFEawArokR -.1- ;1 F000 Plkoonsort , SODA DISPENSLNO hove I Juice oisP942-43 manta 1 t OCE SHAVER IkAOHINE TYP. it •.. 0,3) 9. • Kr HMCO i - i - I ; i I me' 1 4.2* 1 INDIRECT 1 etto 1.;2- 1 movecr i . trr ter ! trilliteteCT 1 -1- yr -1. , . DM= ! :•• • [ . i 1 tiSTALLWALLAtrkiNT SeS UOP HANSEN 1. 1 f . ! ftextEct 1.-- , . l_sr:Eimpti.wAcniqtferi SPECS FOR DETAILS ....................__........... ____ tISTALL fa, ACP.- 1 MOM.* ORAN-42 Wyatt-- • _ 14.0IPL.% - Acp ANCHOR It BRACE TO wALL STUDS t• 1 i LEGS -ANCHOR TOP TO WALL 8TULTS WI alLINICLER AMR SEMATE PER/AT , 1--FOOD WARNER 120-1F14 ' 1.1400E1 jet: *RFS, t2T S . 1 .. i 42O-13214 , 104 COUNTER TOP i T- 1 i 1 tie . 7E34 pH 1 %A covrTER ToP _ MOMS Ml.i3e):40 1 1 I ! , . , OOLTOTA toP ) ---ACWCouPE , 1 em-unt ; - IVOSI. 3301Y 0 0144 i ; 120 i 7.0 COUNTER TOP MOBE-4 licit (34CX CF4. MODEL 0 reo 1 or 1 ezata ; 1 - ; - • . WINTER TOP 1 (30-400:0,1A- st.qtz i 7 '`foxica wort # 01.5-3 , , ! , . 11S4F41 1 SS . COUNTVI TCP i - - 1, COUNTER TOP MOOSE 0 I(P(E.A1 ow _1 i ALITO>fILOR 2/100EL MODEL ft •••••••••••••••••••••• INSTALLATION / NOTES tAI HAI& AMMO MONT CONS TRUCT9021 STAMAN41) HEIGHT E0t4TEIXTION ---- , . . CUSTOM *ewe AS MEOW, STANDARD WONT 00I4TRUCTict4 SrAt4WPItti1.. COM nu4,1 KA! '15ittt.la CENTER $41[Aii:Mittili - C0A1MERCV4X. FAUCET FAUM WITH "ooDoEftscr • - commeaove..muccr 6111101.111 7. • r• 1,7" // • : EM D S HAR E TO G EASE INTERCEPTOR r r PRODUCTION AREA •i• •t,- . 7 S 4" Sr TYP .7 : 4 • I- , • 41:' • • • . . _ 1..„ 1-....•,•.. -'.. .-. ..' ,'„i ••' .... ...-,-. 7.I i.4••-•••1i :•.i.•..•• i;.1•i. ^,;' - .-.:.,r:•. 1i,„f iI er'.p .113. • 1k!i..,..-...4* g+-i•4.II . '... .., ..I!.• ;, i-i41/•-I '•r..pI • • IV LINE AREA 0 -0 11/ DISPATCHING BAR AREA 1.}•• • Y WINN CHIPHeillt J1344 IN.Alt1/11/W/C. • 1514/tarti COTICK. 42 7 • v 7 • " 8 0 ; KITCIlENE UP ENT P N NTS (;‘-29TYP • V' MANUFACTUR UTILITY VAULT INC. ODEL NUMFI ' INTERCEPTOR =2000 GAL MINIMUM INTERCEPTOR SIZE = 750 GAL. PLUM3ING FIXTURES SERVED # OF 3 COMPARTMENT SINKS .oNg # ei: 2 COMPARTMENT SINKS ONE. DISHWASHER AND OTHER FIXTURES DISHWASHER, OTHER FIXTURES (SEE PLUMBING PLAN) FLOOR DRAINS • 4 DESIGN CRITERIA SOURCE: USE THE MOST CURRENT ADOPTED VERSION OF, THE UNIFORM PLUMBING CODE - APPENDIX H FORMULA: # OF. MEALS X WASTE FLOW X RETENTION X STORAGE CAPACITY PER PEAK HOUR RATE TIME FACTOR "GALLONS AT DESIGN WATER SURFACE ELEVATION) SEATING = 170 SEATS PEAK TIME MEALS FER HOUR = 170 X .9 =153 DURING ONE HOUR TURNOVER=153X1.2=184 WASTE FLOW RATE (W/ WASHER)=184X6=1104 GAL/HR RETENTION TIME (2.5 HR W/ DISHWASHER) = 1104X2.5=2760 GAL STORAGE FACTOR (8 HOURS) = 2760 GAL X 1 = 2760 GAL CONCWSION: LSE - 3000 GAL OR EQUAL it OuNipie WAS6 10.1-0F_D5f1ocA Pc9WcgA1-6 ;Nime/ \Nof2. NM-06 p_a_t1/441-_r 'II; , • '1it• • 'I- 4. ; DISHWASHING AREA ; WALK4N FREEZER DIRTY &MKS DROP orF ,MIL••••••••••••••••••• • 7 • nt•IdstAltA I flitt e.4311IN6I f74i5 ".3 sl .17 / •. (:3- rm. STOCKROOM PACKAGING / STORAGE ..• r,li „ ••if/!• !! A 0.••• 1.11.19. I 615-D • •••, • 7' :.; • r 1.` (1)1 INENS 4 • 1. A30,0-7: Ntir •- • - - - -t • e .5 I • !•• t ' • PRIVATE oFFICE Li L-7 - Air 41? r• tt; • I .• t. 0 t ,•• ! • . • . CORRSOOR/E.WERGENCY Exit ® f• • w RECEPTION HALL f-, . t r • • , • • DOSING WALL ---, •••• MANAGERS OFFICE L ; VAULT SYSTEM 600 -7,000 Gallon System /9604 - 67th Ave NE Arlington, Wa. 98223 Telephone (360) 435.5531 Fax (360) 4as-asis I3'-5 Vet 2' 1:1I.r2x: I amemporanadvseasinalm• CITY OF TtJKWILA • CONCRETE • 28 OAY CONekt-5(21VE l'REN6T1-1 fc • 4000 pi MR A`5111,4 C-3) AND C-I50 , •RCAF? : ATM-615 4 A-129 MADE 60. 1;te21:1 : MITM A-485 GRAOE A$TM C-857 IvIINMAI Th'UCTURAL„ 0E5i% L.OACINI6 FoR LA\vexcwouv MC/45T CONCRETE: /ALIT Y 1./1 • LOAD : H-20 vizi( wheeL WITH 301 2t3P4CT PE.17 A45HTO. * RE9WORC1/16 PLACEMENT : 4x4 / 4 GAUC TWOUCflarr D4;5E, #4 DAR ry GORt\ER AND EP6E% *4 f9AE 42' O.C. IN LE15 WITH 4 44 DAR() DIAEONAt.4-Y AgOLINO • UOINT MATERIAL : heEET(? FEOMAL VEC. V)-^002;0, AA HTO NI-1988 AND ATM C400 PON CCOFEREICE A MINIMUM OF 46 HOURS PRIOR TO THE START CRON. THE CONTRACTOR MUST OBTAIN AN ISSUED GREAOF SE INTERCEPTOR FOOTAGE: SOU SF • t•-1. . RECEIVED CITY OF TUKWILA FEB 20 2019 PERMIT CENTER -1. •""'` c.7"." I ; _ _ • jew•-••••••••••••,...• 1 LJ .} ••••• • VI,/ 1111..• GENERAL NOTES ; i EXISTING wALL PRODUCTION AREA wcHIALLaRk-IN b. I, ••• worms ME ENLARGED PLAN: steer ANS) LINE AREA h if la; .._, ,._....iL,n•11 BAR AREA kot 4 I PROVIDE OVERHEAD DOOR STOP ^ i •4 if • 1,1 ; I 111 711 1.1 • .1, MAN OINING TULL . r•-s. • t_i 1 1•11-"r1,..1 . if • Or It ; a, .1 1-• ; .1 .•••‘-•/, ;r•-•-•7;;•_. I ' I L7'. tr....7". f i 1 .-7 I, Iril 7. 1 1., ! 1; lif I 119 t: 1 11 ; ; 4' • ft FLOOR PLAN - NTS 1. GREASE INTERCEPTOR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THIS A APPROVED PLAN AND ALL CURRENT COUNTY ORDINANCES. THE iRCEPTOR 3HAL BE INSTALLED ON LEyEL UNOISRAMED SU-IL WITH A MINIMUM . TOTAL LOAD BEARING CAPACITY Oriorffiii:30.Nos PER SQUARE FOOT, THE INTERCEPTOR SHALL BE SET ON A LAYER OF PEA 'GRAVEL (PER PIERCE COUNTY DEPARTMENT OF UTILITIES STANDARD SPECIFICATIONS) A MINIMUM OF 12 INCHES COMPACTED DEPTH. THE CONTRACTOR SHALL INSURE THAT THE INTERCEPTOR IS PLACED ItITHour DROPPING OR DAMAGING IT DURING CONSTRUCTION. . THE INSIDE OF THE INTEKEPTOR SHALL BE CURED A .04 OF 28 DAYS AN() SHALL BE CLEAN AM DRY PRIM TO COATINf: IT SHALL BE WATER PRO J BY THE MANUFACTUREAT HIS MANUFACTU/W4G FACIUTY MIN TWO (2) COATS OF BITUMINOUS COAL TAR EXPDXY COATING SPECIALLY TED FOR SUBMERGED SERVICE AND MON TO RAW SEWAGE. COAL TAR EPDXY SHALL BE BITUmASTIC NO. MN AS MANUFACTURED BY WIPERS COMPANY, INC., OR SIMILAR COATING BY NEMEC OR AMERON. THE MANUFACTURER SHALL RECBVE PRIOR APPROVAL PRIOR 10 .USING ANY OTHER MATERIAL OTHER "MAN BITUMASTIC NO. 300M. THE GREASE INTERCEPTOR SHALL BE SO INSTAULD AND CONNECTED TO THE SEWER SYSTEM SUCH THAT IT IS EASILY ACCESSIBLE FOR INSPECTION, CLEANING AND GREASE REMOVAL AT ALL TIMES. THE INODEPTOR SHALL BE PLACED AS CLOSE AS PRACTICAL TO THE FIXTURES SERVED. ALL MANHOLE COBS SHALL BE GAS TIGHT IN CCWISTRUCTION AND SHALL HAVE A MINIMUM OPENING OF 24 INCHES IN DIAMETER, 6. ALL SEWER LINE COWECTIONS TO THE GREASE INTERCEPTOR SHALL BE CORE DRILLED AND SEALED WITH A NON -SHRINK GMT UNLESS THE MANUFACTURER HAS PROWDED WITH A CONNECTION PORT. 7 41-4ennerliiirsit-BUILDING PLASM PERMIT IS REQUIRE) FOR ALL INTERNAL PLUMBING CHANGES. 8. THE CONTRACTOR SHAU. BE IESPONSIBLE FOR THE FINAL LOACTION OF THE INTERCEPTOR AND FOR PUMPING AND FILING OF ANY TANKS THAT MAY BE DISCONNECTED FROM THE EXISTING SYSTEM. ALL, PUPPING AND FIWNG OF TANKS SHALL BE IN ACCORDANCE W111,1 SECTION 1119 *OF THE 1991 UNIFORM PLUMBING CODE OR MOST RECENTLY /OPTED VERSON BY THCCOUNTY. 9. VENTING OF THE GREASE INTERCEPTOR SHALL tiE IN ACCORDANCE MTh CHAPTERS 4, 5 & 7 OF THE 1991 UNIFORM PLUMBING CODE OR RECENTLY , ADOPTED VERSION BY THE COUNTYar 10. THE GREASE INTERCEPTOR AND ANY" SEWER LINE CONNECTB) TO THE EXISTING PUBLIC SEWER UNE SHAM REMAIN UNDER TW OSERSHIP OF THE PROPERTY OWNER WO SHALL ALSO BE RESPONSIBLE FOR THEIR OPERATION AND MAINTENANCE. 11. GREASE INTERCEPTORS LOCATED IN A PAVED AREA SHALL COMPLY WITH HS-20 • LOADING STANDARDS. 12. Au. BUILDING SEWER INSTALLATION SHALL COMPLY WITH Ri1y PUBLIC WORKS AND UTILITIES •DEPARTMENT STANDARDS AND SPECIFICATIONS. ALL POLYVINYL CLONE PIPE SHALL HAVE A MINIM OF FIVE (5) FEET OF COVER IN A SURFACE OR a.Ass 52 DUCTILE IRON MAY BE INSTALLED WITH A MINIMUM OF COO IS ACCEPTABLE IF CLASS 52 DUCTILE IRON PIPE IS USED OR IF IS CONCRETE ENCASED. 13, PARCEL WATER- AND SEWER UNES SHAU. HAVE A MMUS OF 10 FEET HORIZONTAL SEPARATION.14. ALL AMES CROSSING SEWER LINES 4UST HAVE PROPER VERTICAL CLEARANCE-. E STPWW) VERTICAL SEPARATION FOR ytivrp.L.10ES IS 3 FEET ABOVE THE SEWER LK AND 1.5 FEET FOR ALL OTHER MURES. CONCRETE ENCASEMENT OF SEWER UNES WU. BE PBRAITIED FOR WATER MAINS CROSSING AT LESS DIAN 3 FEET BUT NO MOM THAN 1.5 FEET. THE SANITARY SEItR ENCASEMENT SHALL BE. TO FEET ON EACH SIDE OF THE CROSSINGIz . r wALK4N FREEZER DISHWASHING AREA STOCKROCAA PALIcAOIN4 STORAGE ExiSTING 24404iR ChtU WAIL - -ye • ENTRANCE • Permit No. _ • • , •-•_ • _ • • - • . COUNTER (3.) ..4;1--;•tr.% .1t0,11.1. I:041.. I NI% 41 ol Plan review approval is subjeCttO errors ana omissions. Approval of construction documents doe m not aufhze the.violation of any adopted code or ordinance. ReCeipt of approved Field Copy and conditionsis a nowledgeol: By' Date: €3 y- City of TuKwiia BUILDING DIVISION . itl.nraTIMMISIOINO4. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2019 City ofTuk4iIa BUILDING DIVISION CORRECTION PROJECT DESCRIPTION TO INSTALL A WOO GAL GREASE INTERCEPTOR Kroft Dna ENGINEER AND THE OWNER SHALL ATTEND AMANDATORY PROJECT INF TIQN NAME: STAURANT - ADDRESS: lfolliMOUTHCENTER PARKWAY, TUKWItA WA 911188 TENANT: JOSELITO SANTOS 201-351-05114 LOLITA SANTOS 206-661-0520 PROPERTY: BRIAN STEWARD OWNER 425-226-5519 Neslowiwomewams.,,IwesmouessiswormussommemeriewsowrosoloiravosimmwellowT ,t1 SEPARATE PERMIT REQUIRED FOR: 1114 MOCtlaniCel Cie Electrical kPlumbing Gas Piping City of Tukwila BUILDING DIVISION - RESTAURANT - REVISIONS No changes small e made to tne scope Of WOO< wittioul o.nor approval of the Tukwila Building Division. NOTE: Revisions will require a new pia bmittal and n ;nciude additional plan re FOUIH CENTER PARKWAY TUKWILA WA 911188 ota CONNECT TO EXIST MAIN LINE (4" PVC) 24LF4"PVC EXIST. MAIN LINE • (4" PVC) PRIVATE OF F IC: 1 120"C t'%" I Hot water Tank (80G)1 FEATURES URINAL EXIST. INCOMING ..„ WATER LINE (1 %_") ToiiEfioILETi AT 65" PSI, FIELD • • VERIFIED • • The Automatic Trap Primer Valve requires no adjustment. The priming valve is automatically activated when it senses a pressure drop of 5 to 10 P.S.I.G. (35 to 70 kpa). The valve's operating range is 35 to 75 P.S.I.G. (245 to 525 kpa). • Includes integral vacuum breaker ports and must to installed on water lines serving a frequently used fixture such as a urinal or water closet. • Trap Primer Distribution Unit's patented design gives installer a positive means to prime up to four traps using a single precision plumbing trap priming valve. JOSAM COMPANY Michigan City, IN 46360 --Phone: 800-627-0008 Fax: 80Q-627-000„ - _ www.Jasam.com HS aI, I lis'TOILET SHOWER t. INSTALLATION • It is recommended that the trap primer valve - be installed with a service valve. • Must be installed level. • Must be installed with access for periodic inspection. 44', v harge. • Must be installed on a cold water line of 1- 1/2" or less. • Primary Valve must have a minimum elevation of 12" (305 mm) above the finished SEWER LINE floor. VTR • If all four outlets are not used. plug remaining outlets with the pipe plugs supplied. % L_100 22LF2"PVC f • - KITCHEN FD/FS VENT.LINE Maximum $" (610 mm 2" min. 45" (0.79 rad) rnax(rriUM- k�GER S • OFFICE REASE IN RCEPTOR (OLDCASTLE VAULT 712-GA ,3000 GAL OR EQUAL), SEE DETAILS ON DWG P1 CO • 10' V CO EXIST. MAIN LINE (4" PVC) : CLEAN OUT _(COMP.) WASH AREA: 33: - WATER LINE._ i2" EASY TO INSTALL! PLUMBING. PLAN v J 4 AVOID DIRECT INSTALLATION TO PREVENT FOREIGN MATERIAL FROM ENTERING DIRECTLY INTO PRIMER THE PRIMING VM. E MUST t1AVEAMINIMUM ELEVATION OF 1Y (3O rnm) ABOVE THE FINISHED FLOOR. TRAP PRIMER VALVE BACK F LOW PREVENTER VACUUM 5REAKE0 PORTS o PISPA Ii LVE 4'-918 t"' EXIST. 14" PVC) PROD C'1• AREA OFD CHINO SODA DISPENSEf ; U ' ISPENSER, _- CE SHAVER ANC !FFMAKER TOILET (TYP. 6) CO —2"V •2' - 9' 0410• -1)(5-i) --2» V v URINAL 22LF2"PVC NOTES: 1. ALL THE WATER PIPES SHALL BE USING TYPE "PEX" 2. ALL THE HAND SINKS SHALL BE PROVIDED W/ ASSE 1070`SECONDARYTEMPERATURE CONTROL 3. PROVIDE RPZ BACKFLOW DEVICE FOR THE REQUIRED ..__EQUIPMENT 4. PROVIDED SHOCK ABSORBER FOR THE REQUIRED EQUIPMENT 5. ALL THE VENTS MUST RISE TO ABOVE THE FLOOR RIM OF THE FIXTURE (MIN. 6") BEFORE CONNECTION WITH ANOTHER VENT 2"V 2"V CO 71 CLEAN OUT (co)�& v-ti peg 14I01-oM 1)(fr-4) co 1 • eo A ��fseklimumrAII EXIST. MAIN 15 Q. 4EXIST. MAIN KITCHEN . 16LF2"PVC LINE(4") LINE (4"). AREA ti 2"V. ,y<o~' WALK-IN CHILLER DIRTY DISHES DROP OFF OPENINGS FOR COMPOST BINS STOCKROOM PACKAGING / STORAGE GREASE INTERCPTOR 000 GAL/SEE DETAILS ON P-1) KITCHEN 7 >-1 ,FD i2„V 50LF3"PVC BAR AREA SEWER RISER NTS LEGEND SHOCK ABSORBER TEMP./PRESSURE— VALVE MIXING VALVE EXPANSION - TANK CONTROL VALVE RPPA BCKFL_QW DEVICE. r WALK-IN FREEZER` CLEAN OU _CO)(TYP.)- A-1) 2"V 31/1 'WASH AREA, 1 LEGEND :FLOOR DRAIN -------------- FLOOR SINK—L— SINK- L----.:----.----..- NEW.SEWER LINE------------ EXISTING SEWER LINE CLEAN OUT---------- ---• VENTLATION---- ---=-- VENT. THRU ROOF ------ VTR ri COES IBC 2015 INTERNATIONAL BUILDING CODE WAC 51-50 IMC 2015 INTERNATtONAL MECHANICAL CODE WAC ntr..pr1011mr,,. CONSTRUCTION DOCUMENTS FOR MAX'S.. RESTAURANT 16810 SOUTH CENTER PARKWAY; -TUKWILA WA 98188 51-52 2015 INTERNATIONAL FIRE CODE WAC:51-54 IFGC 2015 INTERNATIONAL FUEL GAS CODE UPC------2015 UNIFORM PLUMBING CODE WAC 51-56.51-57 1) NEC 2017 NATIONAL ELECTRICAL CODE WSEC----2015 WASHINGTON STATE ENERGY CODE WAC 51-11 ICC/ANSI A11(.7-.12009 ACCESSIBLE STANDARDS + CHAPTER 10 & 11 OF THE 2015 IBC LOCAL CODES ----THE CITY OF TUKWILA EQUIPMENT 1 ----WALK-IN COOLER 6 ----2 BURNER RANGE 7 ----3 BURNER RANGE 15 ----HAND SINK 17 ----ICE MACHINE 29 ----3 COMP. SINK 30 ----2 COMP. SINK 2 ----CONVECTION STEAMER.. 31 ----MOP SINK / ) 3----TINGB RAISING PAN' 33 ----DISH WASHER _ 44 ----SODA MACHINE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2319 City of Tukwila BUILDING DIVISION PROJECT DESCRIPTION TO INSTALL A PLUMBING SYSTEM AND A GREASE VINTERCEPTOR FOR THE MAX' RESTAURANT PROJECT INFORMATION NAME: MAX'S RESTAURANT FOOTAGE: 5062 SF ADDRESS :168i0 SOUTHCENTER PARKWAY, TUKWILA WA 98188 TENANT: JOSELITO SANTOS 206-351--9588 LOLITA SANTOS 206-661-0520 PROPERTY OWNER: BRIAN STEWARD 425-226-5519 RECEIVED CITY OF TUKWILA FEB 20 2019 PERMIT CENTER RACHILQW TEL: 253-973-$500 EMAIL. thwliatio0220grnail.cotp 16022 12711 AVE, SW BURIEN WA 98166 JOSELITO SANTOS 206-351-0588 LOLITA SANTOS 206-661-0520