Loading...
HomeMy WebLinkAboutPermit PG19-0029 - SARKU JAPAN - RELOCATE WASTE AND VENT PIPING, ADD ANSUL VALVE AND SAS STUB OUT AND BACKFLOWSSARKU JAPAN 2600 SOUTHCENTER MALL FC-3 PGI 9-0029 Parcel No: Address: ��^�«x ^�� �'�&mu»"U °��~� ��o Tukwila �� Department -^ Community Development G3UVSwuthcenterBoulevard, Sube#t00 Tukwila, Washington 9W188 Phone: 206'431,3670 Inspection Request Line: 206-438'9350 Web site: htti)://www.TukwilaWA.Rov PLUMBING/GAS PIPING PERMIT 9202470010 Permit Number: PG19'0029 2600SOUTHCENBRMALL F0] Project Name: SARKUJAPAN Issue Date: 4/2/2019 Permit Expires On: 9/29/2019 Owner: Name: Address: Contact Person: Name; Contractor: Name: Address: License No: Lender: Name: VVESTF|ELDPROPERTY TAX D[PT POBOX 13D94O'CARLS8AD'WA, 92013 TALmMARN8 155 Sw14ZND5T'oUnUEN'WA, 98166 PRECISION PLUMBING &HEATING 155 SVV14ZST'8U9V[N,WA, 98166 PRE[|PH894CVV ''' Phone: (206)]93-0681 Expiration Date: 2/16/201 DESCRIPTION OF WORK: MOVING PLUMBING WASTE AND VENT PIPING |NFRONT OFCOUNTER WALL. RESETTING OWNER PROVIDED SINKS WHEN WATER PROOFING OF FLOOR AND WALLS IS COMPLETE. INSTALL ANSUL VALVE FOR GAS SYSTEM AND ONE ADDED SAS STUB OUT FOR RICE COOKER. INSTALL (Z)BACKFLOVV5;(1)ONICE MAKER, (1)8NSODA MACHINE Valuation of Work: $12,900,00 Water District: TUKWILA Sewer District: TUKVV|bu Fees Collected: $479.37 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: rized Signatu(e:. ational Electrical Code: VVACities Electrical Code: vVAC296-4GB: WA State Energy Code: 2017 20172017 2015 Date: -r u°~/ � u�-� / u� 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: OPt— TOdi Date: 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 15: Backflow installation requires a separate Public Works Inspection; contractor shall call Public Works at (206) 433-0179 to schedule. The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 16: Upon installations backflows shall be tested by a certified tester and test reports shall be given to Mr. Scott Moore, Public Works Inspector. 17: Upon installations backflows shall be tested by a certified tester and test reports shall be given to Mr. Scott Moore, Public Works Inspector. 18: ***PUBLIC WORKS PERMIT CONDITIONS*** 19: Backflow installations require a separate Public Works inspection.The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 20: All double check valve assemblies shall be approved by the State Department of Health and shall be tested by a certified backflow tester upon installation. Copy of the test report shall be submitted to Mr. Scott Moore, Public Works Inspector. 21: Thereafter all the backflows shall be tested on annual basis at owners expense. Copies of the test reports shall be forwarded to TUKWILA WATER DEPT., 600 Minkler Blvd, Tukwila, WA 98188, phone 206 433-1860, fax 206 575-3404. 22: Thereafter all the backflows shall be tested on annual basis at owners expense. Copies of the test reports shall be forwarded to TUKWILA WATER DEPT., 600 Minkler Blvd, Tukwila, WA 98188, phone 206 433-1860, fax 206 575-3404. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKW1h.i Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No. Date Application Accepted: 2 161-1 9 Date Application Expires: (For office use only) g- 0021 PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address. Tenant Name: PROPERTY OWNER Name: tA) e 5+-ad d SO tki-kcewfc V Address: 2560 _3-0 ,....F.I,‘ c.e4,14e v. Ira_ ( ( City: TtAiewil ex_ State: to Fi. Zip: ?818.8 CONTACT PERSON — person receiving all project cornmun Name: Tetki 0,..vi. Address: i LA) 142.'4. S+. City: State: Ltd Fir Zip: ( Phone. . i Fax: hi Email: P red Si e nked @, &o Artc King Co Assessor's Tax No.: Suite Number:7'C 3 Floor: 2— New Tenant: 1 1 Yes PLUMBING CONTRACTOR INFORMATION Company Name: Reedsi 0 ri picol i ei 440 Address: i 5 5- s frki 1 if 2 i„,4 51--. City: 106,1' 6 State: (Ai /4_ Zip: 984,6 Phone: 20(0.31 3.)14/ Fax: /4 Contr Reg No.: paEd/pfloweits Exp Date: 2_ Tukwila Business License No.: 8 Lill- 0 ?e? &e: I 0 2_ /00 Valuation of Project (contractor's bid price): $ 12 . Scope of Work (please provide detailed information): /Y1ovi'n5 plum 001.ki'AV LAJCk-a . 'Zits iv) owts..v pvovi'cLc( Roo v 4Luca/L. coAtrt.e.*-e_ . otiscti &a.tit a jcs4 S4-46 0G4 -Co r Cake MP/tat (2. ) Building Use (per Intl Building Code). Occupancy (per Int'l Building Code): wade veav i 4-ard 'ikS I, .4.4,A (A) ClAk ere nj 6 \ vot,tve ‘Ar14-5 S*Skwi Ctile0K--e bacte-,4/ei4J.S /- on ic vorAkc - Ifl _cooLc‘__ ntek.c,k rr\_rz Utility Purveyor: Water: Sewer: H:lApplicationsTorms-Applications On Line \ 2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/opiping outlets being installed and the quantit}10 Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system - per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent I 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 2.- Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices i t is S Vet't 1/' 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 O UTHORIZED AGENT: Signature: T C- 4 � Date: 21/91/47 Print Name: Tal z Mart n- 0 Day Telephone: 2_06) 3 ? 3 • O (P el Mailing Address: / S S 3 Gt/ /9-2k o4 S . Ravi co cv.-1 !4 18it'p tc, City State Zip H:WpplicationsWorms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PerrnitTRAK ACCOUNT QUANTITY PAID $387.18 PG19-0029 Address: 2600 SOUTHCENTER MALI FC03 Apn: 9202470010 $387.18 Credit C d Fee $11.28 Credit Card Fee R000.369.908,00.00 0,00 $11.28 PLUMBING $358.00 PERMIT FEE R000.322.100.00.00 0.00 $323.00 PERMIT ISSUANCE BASE FEE R000,322.100.00.00 0,00 $35.00 TECHNOLOGY FEE $17.90 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17302 R000.322.900.04.00 0.00 $17.90 $387.18 Date Paid: Tuesday, April 02, 2019 Paid By: PRECISION PLUMBING & HEATING Pay Method: CREDIT CARD 060012 Printed: Tuesday, April 02, 2019 9:00 AM 1 of 1 YSTEMS CO TUKWILA ETKAKIT 6200 SOUTH[ENTEK BLVD TUKWILA^ WA 98188 206'433'1878 CITY OF TUKNILx Date: 84/82/2019 09:00:16 AM CREDIT CARD SALE VISA CARD NUMBER: *+++*+++**0874 K TRAN AMOUNT: $307.I8 4PPnUv4L [D: 060812 RECORD #: 080 CLERK ID: kandace Thank you! Customer Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 02/19/2019 09:28:22 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********1464 K TRAN AMOUNT: $92.19 APPROVAL CD: 960576 RECORD #: 000 CLERK ID: jazzel {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWIL4 ETRAKIT 6208 SUUT*[smTEn aLVU Tum^IL4, WA 98188 206'433'1870 CITY OF TUKWIux Date: 02/19/2819 09:28:22 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: ~*********1464 K TBAN AMOUNT: $92.19 APPROVAL [D: 960576 RECORD #: 008 CLERK ID/ jazzeI Thank you! Customer Copy Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PerrnitTRAK PAID $92.19 PG19-0029 Address: 2600 SOUTHCENTER MALL FC03 Apn: 9202470010 $92.19 Credit Card Fee $2.69 Credit Card Fee R000.369.908.00.00 0.00 $2.69 PLUMBING $89.50 PLAN CHECK FEE R000.322.103.00.00 TOTAL FEES PAID BY RECEIPT: R16894 0.00 $89.50 $92.19 Date Paid: Tuesday, February 19, 2019 Paid By: MELISSA WRIGHT Pay Method: CREDIT CARD 960576 Printed: Tuesday, February 19, 2019 9:28 AM 1 of 1 SYSTEMS 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 Pr©jec e of Inspection:-2-;PAO lets )14 rAL Address: MA L -� Special Instructions: FC,o3 Date Wanted:di iz 20 a.m.� p.m. Requesters: Ph e : ©� Approved per applicable codes. nspector: p Date: uired prior to approval. / 201 REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Soy thcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit spection Request Line (206) 438-9350 `Project: J Type of Inspection: 344. ,,.- 'Address: &I) Date Called: Special Instructions: ,.., Date Wanted: a.m. Requester: Phone No: . JApproved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector:. Date: 4 -to -4 of REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: rType (.ct of Inspection: -,%i Address:"' Date Called: Special Instructions:, Date Wanted: Requester: / Phone No: QApproved per applicable codes. ctions required prior to approval. COMMENTS ASI 'Inspector: Date: 57 I -9P 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 13)6 e e; 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: e ...--)ri- TyiTg Inspection: IA Pri , 41 Add e : , ( Date Called: Special Instructions: Date anted: , a.m. P • 'Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: L Q(1--(r61 Inspector:).24 ), Date:g 2_r- REINSPECTION FEE REQUIRED. Prior to next inspection, fee mus(1:e paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. BACKFLOW PREVENTION ASSEMBLY TEST REPORT 923-7585 WATER PURVEYOR )e ASSEMBLY ID/FILE #/UTILITY DEVICE # NAME OF PREMLSE 5 a V Ku ) 67k , Conimer SERVICE ADDRESS 2_ li Op 5v.,;+1,, 1 _ ,(( s',A Fc-3 Tv(e. L CONTACT PERSON ii -Tot I PHONE Z 0 LOCATION OF ASSEMBLY B v-tko 9 1-vi- 0 •S (t ACCOUNT # Meter .# Residential ZIP DOWNSTREAM PROCESS CV 6.) vl Cv—/-0 DCVA 0 RPBA NEW INSTALL O EXISTING 0 REPLACEMENT 0 REMOVED 0 PVBA 0 01HLR OLD SER.# APPROVED ASSEMBLY? YES WI NO 0 PROPER INSTALLATION? YES II NO MAKE OF ASSEMBLY \AJ °`-‘' '75 MODEL \--C 0 09q) SERIAL NO. 2-042:2-7 Sin 2 INITIAL TEST PASSED _Er FAILED 0 DCVA / RPBA DCVA / RPBA RPBA PVBA / SVBA PSID NQ.1 NO1 OPENED AT -2- 4 AIR INLET OPENED AT CHECK VALVE CHECK VALVE CLOSED TIGHT LEAKED —Er 0 CLOSED TIGHT ,Er LEAKED 0 psm DID NOT OPEN #1 CHECK 7% 2- PSID AIR GAP OK? YeS PSID NEW PARTS AND REPAIRS CLEAN REPLACE 0 0 PART CLEAN REPLACE 0 0 PART CLEAN REPLACE 0 0 PART CHECK VALVE HELD AT PSID 0 0 0 0 0 0 0 LEAKED 0 0 0 0 0 0 CLEANED REPAIRED 0 0 0 0 0 0 . 0 0 TEST AFTER REPAIRS PASSED 0 FAILED 0 CLOSED TIGHT LEAKED 0 0 PSID CLOSED TIGHT 0 LEAKED 0 PSID RV EXERCISED OPENED AT 0 PSID AIR INLET PSID PSID CM VALVE PM #1 CHECK AIR GAP INSPECTION: Required minimum air gap separation provided? YES E] NO Detector Meter Reading LEFT SERVICE AS FOUND Isolation valve: Ope941er aosed 0 SOV#1: Open ...ETClosed 0 SOV#2: Open „er Closed 0 f REMARKS: TESTERS SIGNA et -me, air* LINE PRESSURE 5 PSI CO CERT. No, B6284 DATE TESTERS NAME PRINTED Craig Allenfort TESTERS PHONE # (425)923-7585 REPAIRED BY: LIC NO. DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 08-01-2018 GAUGE # 03141204 MODEL Midwest 845 SERVICE RESTORED YES 0 NO 0 BACKFLOW PREVENTION ASSEMBLY TEST REPORT MAKE OF ASSEMBLY WATER PURVEYOR ASSEMBLY ID/FILE #/UTILITY DEVICE # NAME OF PREMISE 5a r SERVICE ADDRESS 23 UC) CONTACT PERSON I ? D (evi (00 t LOCATION OF ASSEMBLY c-e ACCOUNT # Meter # CommercialCommerciat ResidentiaL 0 t zip Tlai5 PHONE '06 6 ri DOWNSTREAM PROCESS (C ttil « k e r DCVA 0 RPBA p- PVBA D 01111,R NEW INSTALL EXISTING 0 REPLACEMENT 0 REMOVED 0 ' OLD SER.# APPROVED ASSEMBLY? YES R NO 0 PROPER INSTALLATION? YES 0 NO 0 MODEL 1.--- 0 o944.0,+ SERIAL NO. Lial6 SIZE CA INITIAL TEST PASSED FAILED 0 DCVA / RPBA DCVA / RPBA RPBA psID PVBA / SVBA PSID E] CHECK VALVE NO.1 NO.2 OPENED AT 7 ' 5- AIR INLET OPENED AT CHECK VALVE CLOSED TIGHT LEAKED 0 PSID CLOSED TIGHT LEAKED psiD S pm DID NOT OPEN #1 CHECK a AIR GAP OK? (le ...3 NEW PARTS AND REPAIRS CI.EAN REPLACE 0 0 PART CLEAN REPLACE 0 0 PART CLEAN REPLACE 0 0 PART CHECK VALVE HELD AT PSID Ei 0 0 0 0 0 0 LEAKED 0 0 0 Ei 0 0 CLEANED REPAIRED. 0 0 0 0 0 0 D 0 CLOSED TIGHT LEAKED 0 0 PSID CLOSED TIGHT 0 LEAKED 0 PSID RV EXERCISED OPENED AT El PSID AIR INLET PSID PSID TEST AFTER REPAIRS PASSED 0 FAILED 0 , CHK VALVE #1 CHECK PSID AIR GAP INSPECTION: Required minimum air gap separation provided? YES 0 NO LEFT SERVICE AS FUND Isolation valve: OpenJZf Closed 0 SOV#1: Open REMARKS: Detector Meter Reading Closed 0 SOV#2: Open Closed TESTERS SIGNATURE: CumJ-d4-444-- LINE PRESSURE 60 PSI CONFINED ? No CERT. NO. B6284 DATE TESTERS NAME PRINTED Craig Allenfort TESTERS PHONE # (425)923-7585 REPAIRED BY: LIC NO. FINAL TEST BY: CALIBRATION DATE 08-01-2018 GAUGE # 03141204 MODEL Midwest 845 SERVICE RESTORED YES 0 NO 0 CERT. NO. DATE DATE C, 19- cc),9 ES-009 For Health Hazard Applications Job Name Job Location Engineer Approval SAP-144) J4PP*J Fc_5 2500 Cou-141ctr4er tylasi Contractor Pla•E-C45(01J PW RI 6- 14-1 gr& Approval Contractor's P.O. No Representative CEIVE AR 22 2019 Series 009 Reduced Pressure Zone Assemblies r 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- cations such as irrigation, fireline, or industrial processing. This series features two in -line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy main- tenance and assembly access. Sizes 1/4" - 1 shutoffs have tee 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 valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 1/4" - 2" • Ball valve test cocks — screwdriver slotted 1/4" - 2" • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backfiow due to backsiphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. 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 valves, four resilient seated test cocks and an air gap drain fit- ting. The assembly shall meet the requirements of: USC; ASSE Std. 1013; AVVWA Std. C511-92; CSA B64.4. Shall be a Watts Series 009. 1-Does not indicate approval status. Refer to Page 2 for approved sizes & models. Watts product specifications in US. customary units and metric are approximate and are provided for rettiTe please contact Watts Technical Service. Watts reserves the right to change or modify product design, constriction, spec , or mat out prior notice and without incurring any obligation to make such changes and moditicaticos on Watts products previously or subsequently LQ Test Cock No 3 Ball Type Test Cocks Test Cock No. 2 First Check Module Assembly RP. Zone Relief Valve Assembly 0090T-S 009M2‘11—__ REVIEVVED FOR CODE coMPEIAME APPROVED 11 25201,9, and Check Module bly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, serisitidtittEtp-WB. CITY OF TUKWILA NOTICE Inquire with governing authorities fRpiphalipsrlItOtrequirements tom 4 NOTICE The information contained hPERfterrneENTERace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. CORM ON MWATTS 00 2.1 ow Available Models: 1/4" - 2" Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360° rotation 3/4" - 2" only PC - internal Polymer Coating SH - stainless steel ball valve handles HC - 21/2" inlet/outlet fire hydrant fitting (2" valve) Prefix: C - clean and check strainer 3/4" - 1" only IJ - union connections (see ES-U009) Materials: 1/4" - 2" Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable Relief valve seats. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (1/2" - 2"). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Pressure / Temperature Series 009 'A" - 2" Suitable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F - 180°F (0.5°C - 75°C). Standards USC ASSE No. 1013 AVVWA C511-92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. Approvals ASSE, AVVVVA, CSA, IAPM0 Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. UL Classified 3/4" - 2" (LF models only except 009M3LF) MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AGA 1/4'-1/2" 009, y, 13 2% 60 3% 79 0.625 0.28 909AGG %., 25 3% 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 11/4"-3" 009/909, 2" 009M2, 4"-6" 993 909AGK 4"-6" 909, 3 76 6% 162 9% 244 6.25 2.83 8"-10" 909M1 909AGM 8"-10" 909 4 102 7% 187 113/4 286 15.5 7.03 909ELA 3/4"-1/2" 009, 3/4" 009M2/M3 - - - - - - - - 909ELC 3/4"-1" 009/909 - - 2% 60 2% 60 0.38 0.17 * 909ELF 11/4"-2" 009M1, - - 3% 92 3% 92 2 0.91 11/4"-2" 009/909, 2" 009M2, 4"-6" 993 * 909ELH 21/2"-3" 009/909 Vertical A Epoxy coated Dimensions and Weight: IA" - 2" 009 009 1/4" - 2 SIZE in. in, A mm in. B mm in. DIMENSIONS C mm (APPROX.) D in, mm in. L mm in. STRAINER M mm DIMENSIONS N in, mm WEIGHT lbs. kgs. 3/4 10 250 Oa 117 3% 86 1'/4 32 51/2 140 2% 60 2I/2 64 5 2 % 10 250 45/4 117 3% 86 11/4 32 51/2 140 23/8 60 21/2 64 5 2 10 250 45/6 117 3% 86 11/4 32 51/2 140 21/4 70 21/4 57 5 2 3/4 1 03/4 273 5 127 31/2 89 11/2 38 61/4 171 3'/16 81 21/4 70 6 3 1 14'h 368 51/2 140 3 76 21h 64 91h 241 31/4 95 3 76 12 5 11/4 17% 441 6 150 31/2 89 21/2 64 11% 289 41/46 113 31/2 89 15 6 11/2 17% 454 6 150 31/2 89 21/2 64 11% 283 41/8 124 4 102 16 7 2 21% 543 73/4 197 41/2 114 31/4 83 131/2 343 515/16 151 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.) kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 AP 0 0 1/2" 0090T 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 38 4.5 Ipm 3/4" 0090T kPa psi 172 25 138 20 103 15 69 10 35 5 AP 0 0 .25 .50 .75 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 * 1E1 MPIP MIMIII!!!= Waal 11111=1111=11 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 0 2 AP 07,6 1 2.5 5 3.8 95 19 5 7.5 1.5 2.3 75 10 28.5 38 3/4 ' 009M3QT 12.5 15 gpm 47.5 57 Ipm 15 fps 4.6 mps 1/°- 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 " 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 11/2" 009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 0 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 /1/2" 009M2QT * psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 AP 0 10 20 30 40 50 60 70 80 90 100 1 0 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 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 ES-009 1813 USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com C) 2018 Watts r\ City of Tukwila Department of Community Development March 18, 2019 TALIA MARINO 155 SW 142ND ST BURIEN, WA 98166 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG19-0029 SARKU JAPAN - 2600 SOUTHCENTER MALL FC03 Dear TALIA MARINO, 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: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) Plans are missing size/manufacturer and model # of the proposed RPPA backflows.2) Submit cut sheets for the proposed backflows and circle devises to be installed. These requirements were spelled out in the February 2019 correction letter #1, however they were not addressed in your last resubmittal. 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. PGI9-0029 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 / City of Tukwila Department of Community Development February 27, 2019 TALIA MARINO 155 SW 142ND ST BURIEN, WA 98166 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG19-0029 SARKU JAPAN - 2600 SOUTHCENTER MALL FC03 Dear TALIA MARINO, 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 11x 17 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. Plans received do not have the design professional stamp and signature. All sheets provided by the design professional or engineer shall be stamped and signed, engineer shall include date of signature. Please provide new sheets as indicated above. See general note above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) A Reduced Pressure Principle Assembly (RPPA) is required for the beverage carbonator and ice machine. Please specify on plan RPPA location/size/manufacturer/model # and submit cut sheets for the proposed backflows. Circle the RPPA to be installed. • 1) A Reduced Pressure Principle Assembly (RPPA) is required for the beverage carbonator and ice machine. Please specify on plan RPPA location/size/manufacturer/model # and submit cut sheets for the proposed backflows. Circle the RPPA to be installed. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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. Jazzel Salzar Permit Technician File No. PG19-0029 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 talf COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0029 DATE: 03/21/19 PROJECT NAME: SARKU JAPAN SITE ADDRESS: 2600 SOUTHCENTER MALL FC03 Original Plan Submittal X Response to Correction Letter # 2 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division AWC Public Works Fire Prevention Structural Planning Division Permit Coordinator Li PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/26/19 Structural Review Required REVIEWER'S INITIALS: DATE: P APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 04/23/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping LJ PW 0 Staff Initials: 12/18/2013 PERM!COO1D COW - PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0029 DATE: 3/8/19 PROJECT NAME: SARKU JAPAN SITE ADDRESS: 2600 SOUTHCENTER MALL FC03 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Rey Building Division COVI —(1 Public Works Fire Prevention Structural Planning Division Permit CoordirfAtor PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 3/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (corrections entered in Reviews) (le: Zoning Issues Approved with Conditions silIMMIN11111111111111{ DUE DATE: 4/09/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued issued corrections: Bldg LIJ Fire D Ping D PW Staff Initials: 12/18/2013 PERM! COORD COP1V PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0029 DATE: 2/19/19 PROJECT NAME: SARKU JAPAN SITE ADDRESS: 2600 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Lette Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Pk (0f42- 2.-22 1 Building Division Public Works Fire Prevention Structural Planning Division Permit Coordiator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 2/21/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues Notation: Approved with Conditions DUE DATE: 3/21/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping PW Staff Initials: 3S 12/18/2013 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov 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: Response to Incomplete Letter # Response to Correction Letter # r] Revision # after Pennit is Issued El Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # Project Name: 5 Asit" V4- J 4 e Project Address: 12-6Z0 0 So 01-14c1-7--VT-6,(L_ zq Contact Person: U-11.1- 1:3140-11-10L-0 W I4') Phone Number: 603 -79 Summary of Revision: ZOO 115 PV-0 V tO&19 Oft-5‘,.-V F,6 hit t2Ed-- Colf--4-&C;(1 'PDC .141-Lt-ei.0 (A) LDOVIC5 RECEIVED CITY OF TUKWIL/ MAR 2 1 2019 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date ofrevision Received at the City of Tukwila Permit Center by: Z),-- Entered in TRAKiT on WAPermit Center qemplatefformskRevtsion Submittal Form doe Revised: August 2015 ( City of Tukwila REVISION WBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: httn://www.TukwilaWA.g,ov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/ 8/ / Plan Check/Permit Number: 17Ca I/ — 0021 0 Response to Incomplete Letter # [2f Response to Correction Letter # I LI Revision # after Permit is Issued ri Revision requested by a City Building Inspector or Plans Examiner 0 Deferred Submittal # Project Name: Si r LAA. Jekre,A Project Address: 2CP 5 okA_A-1,-. Contact Person: 1-41-4 w-.4v Summary of Revision: DeSt. 1:2-ynk.di .01Dco latagavegot- Matt rG— 63 Phone Number: (2450 313 — 068 I pre_ ve4A-4 a v. oc a.:110,AS RECEi v CITY Of TIJ k U 8 ZW PER Sheet Number(s): P 1 - 0 --t- K. 1 "Cloud" or highlight all areas of revision includin da'e o Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 3 8 I evisio WAPerrnit CenterliTemplatesWorms‘Revision Submittal Farradoc Revised: August 2015 tionto Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I L ' 1 AZ Index Help my L&I Workplace Rights Trades & Licensing PRECISION PLUMBING & HEATING Owner or tradesperson Principals DIXON, ERIC JOHN, PARTNER MARINO, TALIA ROSE, PARTNER Doing business as PRECISION PLUMBING & HEATING WA UBI No. 603 068 715 155 SW 142nd St BURIEN, WA 98166 206-393-0681 KING County Business type Partnership Governing persons TALIA ROSE MARINO ERIC JOHN DIXON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. PRECIPH894CW Effective — expiration 02/16/2011— 0211612021 Bond Lexon Ins Co Bond account no. 9808725 $12,000.00 Received by L&I Effective date 09113/2011 09/1412011 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no, BKS56298282 Received by L&I Effective date 07/11/2018 09114/2014 Expiration date 09/14/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve No lawsuits against the bond or saving ounts 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 Infraction no. EJONM01549 Issue date 05/02/2017 Violation city BURIEN Type of violation ELECTRICAL CITATION Description Offering to perform, submitting a bid for, advertising, installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. EJONM01550 Issue date 05/02/2017 Violation city BURIEN Type of violation ELECTRICAL CITATION Description Failing to get an inspection or obtain a valid electrical/telecommunications work permit or post a provisional electrical work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-46B-901. Infraction no. PJONV04114 Issue date 12/02/2016 Violation city BURIEN Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. ERIC DIXON CONDUCTING PLUMBING INSTALLATION WITHOUT A VALID PLUMBING CERTIFICATE. Infraction no. PJONV04113 Issue date 12/02/2016 Violation city BURIEN Type of violation PLUMBER INFRACTION Description Contractor failed to provide proper supervision as required. NO SUPERVISION FOR SHAWN FAHLSING Satisfied RCW/WAC 19.28.041 RCW Violation amount $500.00 Satisfied RCW/WAC 19.28.101 RCW Violation amount 5250.00 Satisfied RCW/WAC 18.106.020 Violation amount 5500.00 Satisfied RCW/WAC 18.106.020 Violation amount 9500.00 Help us improve 4"0 HOLE FOR DROP —IN PAN SERVICE COUNTER TOP CUT OUT SCALE: 1/2" = 1'-0" —CUT OUT FOR HOT FOOD UNIT 23'-8" <V.I.F.> —CUT OUT FOR BEVERAGE DISPENSER' 2"0 HOLE FOR LEMONADE DISPENSER (CONFIRM LOCATION AT I —STAND SUSHI nrrnro 4"0 HOLE-" FOR DROP —IN PAN 4'-1" NOTE: ALL DIMENSIONS OF COUNTERTOP SHOULD BE VERIFY IN FIELD BEFORE CUTTING MATERIAL. 1 " DIA. HOLE FOR LIGHTING ELECTRICAL WIRE AT BOTH END OF SNEEZE GUARD ON TOP OF COUNTER. DRILL HOLE ON SITE TO MATCH ACTUAL LOCATION. EXISTING ELECTRICAL PANELS REVISIONS No changes shall be made to the scope of work witnout prior approval of the Tukwila Budding Division. NOTE: Revisions will require a new plan • submittal and may include additional plan review. M 40421 4E0 4E0 41E 4En 4E3 4g34E3 'ANSUL CABINET PREP. ® i EXISTING EXHAUST HOOD EQUIPMENT PLAN SCALE: 1 /4" = 1'-0" REMARKS SEPARATE PERMIT REQUIRED FOR: piechanic,el lectrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION AIL OPY Permit No. — • , Plan review approval is Subject to errors ana omissions. Approval of construction documents does not authorize the violation of any adopted cope or • ordinance. Receipt of approved Fiala Copy and conditions is ackn wledgec: REVIEWED FOR CODE COMPLIANCE APPROVED ALL REUSED EQUIPMENT MATERIALS MUST BE RETURNED TO "LIKE NEW" CONDITION, APPROVAL BY LANDLORD REQUIRED. City of'Tuicwila BUILDING DIVISION RECEIVED MAR 0 8 2019 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA MAR 08 2019 PERMIT CENTER DATE: 11-12-18 JOB NO: 1884 DRAWN: CHECKED: c0 co co c0 to CO o� REVISIONS 09/26/18 w rn c0 REVISED PER LANDLORD'S COMMENTS A\ 12/12/18 REVISED PER OWNER 2402 W. MORRISON AVE, #6 TAMPA, FL 33629 TEL. 813.333.2717 FAX. 813.289.3332 REGISTERED ARCHITECT CT DAVID W. HIATT STATE OF WASHINGT?N EQUIPMENT PLAN & COUNTER TOP CUT-OUT SHEET NUMBER EXISTING A/C UNIT ON ROOF EXISTING SUPPLY AIR FAN ON ROOF __J / _ _ J L `T' r J 1 1 1 EXISTING 1-1/4" GAS LINE r-I LJ 0 1 XISTING I OOKER,1 TO AS LINE. I I EXISTING GAS —I— STOCK POT R4NCE EXISTING GAS FRYER J1 1 L_L_ //////////////////h/////A � � I l 1 1 t t—I11 A nnnnn EXISTING GAS PLAN SCALE: 1/4" = 1'-0" THE ENTIRE GAS SYSTEMS IS EXISTING TO REMAIN UNLESS NOTED OTHERWISE ON PLANS. CONTRACTOR SHALL VERIFY AND INSPECT ALL EXISTING LINES , COORDINATE WITH OWNER FOR ANY REPAIR OR REPLACEMENT TO THE EXISTING SYSTEM GAS EQUIPMENT SCHEDULE MARK EQUIPMENT DISTANCE TO METER GAS PRESSURE CFH REQUIRED CONN. SIZE BTUH 0 DEEP FRYER Oi 4" W.C. 105 3/4" 105,000 40 ALRANGE STOCK DUPOT 0 5" W.C. 180 3/4" 180,000 0 RICE COOKER O 5-7" W.C. 35 1/2" 35,000 RTU-1 0 5-7" W.C. 125 1/2" 125,000 SF-1 O 5-7" W.C. 205 1/2" 205,000 TOTAL 650.00 650,000 OVERIFY DISTANCE TO METER IN FIELD PRIOR TO SUBMITTING BID. COORDINATE THE EXACT ROUTING WITH THE LANDLORD'S FIELD REPRESENTATIVE. DEMAND PRESSURE = 7" W.C. DOWNSTREAM OF METER 1 HOT WATER TO FIXTURES AS SHOWN ON PLANS TYPICAL SHUT-OFF VALVE THERMOMETER TYPICAL PIPE UNION, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS ELECTRIC WATER HEATER PER SPECIFICATIONS AND SCHEDULE REPLACE HOSE BIBB WITH GATE OR BALL VALVE FOR DRAIN VALVE COLD WATER SUPPLY TO WATER HEATER CHECK VALVE VACUUM RELIEF VALVE, WATTS N36-M1 OR EQUAL COLD WATER PIPE TO EXPANSION TANK INSTALL TEMPERATURE AND PRESSURE RELIEF VALVE FURNISHED WITH WATER HEATER PROVIDE HARD COPPER RELIEF VALVE DISCHARGE PIPE FULL SIZE OF VALVE OUTLET ROUTE DRAIN PIPES TO DISCHARGE INTO MOP SINK WITH 6" AIR GAP PROVIDE DRAIN PAN WITH SEPARATE 3/4" DRAIN TO MOP SINK REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC; ADJUST AS REQUIRED TO SUIT ACTUAL CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS WITH WATER HEATER FURNISHED. REFER TO FLOOR PLANS FOR PIPE SIXES. PROVIDE SEISMIC STRAP OR BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. PROVIDE HEAT TRAP AND AUTOMATIC VACUUM RELIEF VALVE WHEN REQUIRED BY LOCAL AUTHORITIES. WATER HEATER INSTALATION DETAIL 0 SCALE: NONE 8 7/8" x 3 5/8" x 3 3/4" HIGH FUNNEL. IF SPECIFIED FLOOR GRATE MOUNT FLUSH WITH FLOOR I I i DRAIN LINE d e— AIR GAP = 2 x "d" 4 • v • v o.. v EXISTING FLOOR SLAB LIFT OUT ALUMINUM SEDIMENT BUCKET. HUB OUTLET TYPICAL AIR GAP DETAIL SCALE: NONE IMPORTANT NOTES TO CONTRACTOR AND SUB CONTRACTOR ANY DISCREPANCIES OR OMISSIONS ON THESE DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND BID TO OWNER. FAILURE BY THE CONTRACTOR TO IDENTIFY DISCREPANCIES OR OMISSIONS WILL THEN BECOME THE RESPONSIBILITY OF THE CONTRACTOR. GENERAL CONTRACTOR TO FOLLOW AND COMPLY WITH LANDLORD'S TENANT DESIGN CRITERIA AND REQUIREMENTS FOR ALL EXHIBITS. ROOF CEILING G-4 DO NOT INSTALL VALVES IN CEILING SPACE EXHAUST HOOD FLEXIBLE APPLIANCE CONNECTOR FURNISHED BY OTHERS AND INSTALLED BY PLUMBING CONTRACTOR WITH SWIVEL JOINT IN BOTH ENDS. QUANTITY AND SIZE OF CONNECTIONS AS REQUIRED BY EQUIPMENT SERVED. PROVIDE GAS COCK LOCATED WHERE ACCESSIBLE BESIDE OR ABOVE EQUIPMENT. JUJU FFLOC)TYPICAL 6" DIRT LEG GAS COCK WITH LEVER HANDLE PLUMBING CONTRACTOR SHALL INSTALL AUTOMATIC GAS SHUT-OFF VALVE FURNISHED BY OTHERS PIPE DROP OF SIZE AND AT LOCATION SHOWN ON PLAN GAS PIPE HEADER ALONG WALL BEHIND COOKING EQUIPMENT, APPROXIMATELY 12" ABOVE FLOOR, WITH SCREWED FITTINGS, SIZES AS SHOWN ON PLANS TYPICAL PIPE SUPPORT ANCHORED TO WALL TYPICAL 6" DIRT LEG PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT ACTUAL CONDITIONS. ATTACH RISER AND HEADER TO WALL WITH 1" CLEARANCE BEHIND PIPE. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MANUFACTURER. INSTALL ANY GAS PRESSURE REGULATORS FURNISHED BY FOOD SERVICE EQUIPMENT CONTRACTOR. COOKING APPLIANCE GAS PIPE SCALE: N.T.S. REINSTALL EXISTING VEGETABLE SINK (#25A) IN PLACE AFTER NEW FLOOR, RUN 1-1/2" INDIRECT DRAIN TO EXISTING FLOOR SINK, REPLACE FAUCET WITH NEW PER EQUIPMENT SCHEDULE, SHEET K2 REINSTALL EXISTING WATER HEATER (#22) ABOVE MOP SINK PER DETAIL ON THIS SHEET. CONNECT 3/4" CW & 3/4" HW TO EXISTING CW & HW LINES. INSTALL AN APPROVED EXPANSION TANK & RUN 1" INDIRECT DRAIN TO MOP SINK. 101 giro -Ilk r / EXISTING FLOOR SINK TIED TO EXISTING GREASE WASTE LINE. EXISTING L0OR REMAIN, RUNNE LINE FROM NEW W CONDENSEf3'TO EX DRAIN THRLI AIR G I II I I NEW DROP -IN HAND SINK (#4 n� NECT 2" DIRECT DRAIN, 1/2" CW & 1/2' EXISTING LINES . ,, NEW HOT WELLS. RUN 1" �1 INDIRECT DRAIN TO L EXISTING-FLOOR—S:N K. EXISTING FLOOR SINK TIED TO EXISTING SAN. WASTE LINE. NEW SODA DISPENSER (#19A). RUN 1" INDIRECT DRAIN TO FLOOR SINK. INSTALL AN APPROVE M w EXISTING CHASE FOR SODA SYRUP LINES TO SODA RACK IN TO S INDIRE LK-COOL TING FL EXISTING ICE MACHINE (#20A) TO REMAIN. INSTALL AN APPROVED IF NOT EXISTING. EXISTING F_OOR SINK TIED TO EXISTING SAN. WASTE LINE. XISTI N G REUSE •.,- vim- r EXISTING / MODIFIED WASTE AND WATER PLAN REINSTALL EXISTING OR INSTALL NEW MOP SINK (#21) AT SAME LOCATION OF EXISTING. CONNECT 3" DIRECT DRAIN, 1/2" CW & 1/2" HW TO EXISTING LINES FOR DISPOSED MORSINK. RELO( SINK EXII�S�TT, V//,Clil SHEET O R REUSED EXISTING WATER LINE FOR SODA RACK REINSTALL EXISTING 3 COMP SINK (#24A) AND REPLACE FAUCET AND PRE -RINSE UNIT WITH NEW PER EQUIPMENT SCHEDULE, SHEET K2 REUSED EXISTING SODA LINE CHASE TED WALL MOUNTED HAND 26A) RECONNECT TO G WATER AND WASTE EPLACE FAUCET WITH EQUIPMENT SCHEDULE, EXISTING FLOOR SINK TIED TO EXISTING SAN. WASTE LINE. SCALE: 1/4" = 1'-0" THE ENTIRE PLUMBING WASTE AND WATER SYSTEMS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE ON PLANS. CONTRACTOR SHALL VERIFY AND INSPECT ALL EXISTING PLUMBING FIXTURES AND LINES TO REMAIN, COORDINATE WITH OWNER AND REPAIR AND/OR REPLACE ANY DAMAGED OR NON FUNCTIONING FIXTURES AND/OR LINES. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 8 2019 PERMIT CENTER i DATE: 11-12-18 JOB NO: 1884 DRAWN: CHECKED: .� In m co REVISIONS /2\ 12/12/18 REVISED PER OWNER 2402 W. MORRISON AVE, #6 TAMPA, FL 33629 TEL. 813.333.2717 FAX. 813.289.3332 61444 ARCnR Eo ar e � InArr GTQp EXISTING PLUMBING PLAN SHEET NUMBER P1.o FLUMI5iNG SPECIFICATION, THE WORK INCLUDES INSTALLATION OF THE PLUMBING SYSTEM AND PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING PLUMING SYSTEM. THE WORK ALSO INCLUDES ROUGH -IN AND FINAL CONNECTIONS TO FOOD SERVICE EQUIPMENT AND BEVERAGE DISPENSING EQUIPMENT FURNi6 ED BY OTHERS HOOK-UPS, PERMITS AND ALL OTHER EXPENSES RELATED TO A COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE PART OF. THIS SECTION. THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERALEXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, FIXTURES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO MANUFACTURER'S STANDARD ROUGH -IN DRAWINGS FOR PLUMBING FIXTURE INSTALLATION REQUIREMENTS. COMPLY WITH ALL APPLICABLE ADA INSTALLATION REQUIREMENTS. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PIPING SYSTEMS - GENERAL: ALL PIPING SHALL E. RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED. SPACES. INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK SUCH AS DUCTS AND ELECTRICAL CONDUIT. AT ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, PROVIDE AN ISOLATING DIALECTIC UNION. ALL 14ANIGERS SHALL BE COMPATIBLE WITH PIPING MATERIAL TO PREVENT CORROSION. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED SY THE DESIGN AND THE EQUIPMENT INDICATED. SEWER AND WASTE PIPING: SANITARY DRAINAGE PIPING ABOVE FLOOR SHALL BE HUBLESS CAST-IRON PIPE, FITTINGS AND CONNECTIONS. SANITARY DRAINAGE PIPING BELOW GRADE SHALL BE SERVICE -WEIGHT HUB AND SPIGOT TYPE CAST-IRON WITH NEOPRENE GASKET JOINTS. ALL DRAINAGE PIPING SHALL SE UNIFORMLY PITCHED, I/4' PER FOOT UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. VENTS: PROVIDE A COMPLETE VENT RISER SYSTEM OF STANDARD WEIGHT CAST IRON NO -HUB, OR TYPE DWV PLASTIC AS APPLICABLE. THE VENT SYSTEM SHALLBE CARRIED THROUGH THE ROOF WITH APPROPRIATE FLASHING. CONTRACTOR'S ALTERNATE: WHEN PERMITTED BY OWNER AND LOCAL CODE ONLY, SUBMIT ALTERNATE COST TO THE OWNER FOR A COMPLETE SYSTEM OF PVC FOR SEWER/WASTE AND VENT PIPING. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WATER DISTRIBUTION PIPING: LAYOUT WATER PIPING 50 THAT THE ENTIRE SYSTEM CAN SE DRAINED. HOT AND COLD WATER PIPING SHALL BE 12' MIN. TYPE L COFFER TUBING WITH FOUGHT COPPER FITTINGS AND SWEAT CONNECTIONS. PROVIDE MIN. 16' HiGH FULL AIR CHAMBER AT EACH FIXTURE SLOP. INSTALL CHROME PLATED BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED SURFACES (INCLUDING CABINET INTERIORS). USE TIN -ANTIMONY SOLDER, 95/5 FOR ALL SWEAT FITTINGS OF COPPER. PIPING. PIPE INSULATION: INSULATE ALL HOT AND COLD WATER PIPING. PROVIDE 1/2' PREFORMED FIBERGLASS, ASJ-VE, FLAME SPREAD 25, SMOKE DEVELOPED 50, ASTM C-541, OR PROVIDE WHERE PERMITTED BY LOCAL COPES,SELF-ADHESIVE.UNiCELLULAR FOAM PiPE INSULATION WITI-I PRE -FORMED PVC FITTING COVERS - EQUAL TO SELF-ADHESIVE ARMSTRONG 2000 WITH K FACTOR OF 0.21 AT 15 DEGREES MEAN TEMPERATURE. INSULATE ANY EXPOSED CONDENSATE PIPING WITH WASTE TEMPERATURES BELOW 60 DEGREES F. SHUTOFF VALVES, WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH PLUMBING FIXTURE, FOOD SERVICE EQUIPMENT ITEM OR OTHER EQUIPMENT ITEM, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT. VALVES SHALL BE EQUAL TO JENKINS 1.902-T BALL VALVE, CHROME -FINISHED BRONZE, TEFLON.SEATS. AND PACKING, 400 LB, WAG., SOLDER END. . GAS PIPING: PROVIDE EITHER THREADED STEEL OR MALLEABLE IRON PIPE WITH MALLEABLE FITTINGS OR YIELDED STEEL. PROVIDE ALL UNIONS, SHUT-OFF VALVES, AND *DIRT LEGS REQUIRED BY NFPA-54 AND GOVERNING LOCAL CODES AND AT EACH GAS APPLIANCE CONNECTION. PROVIDE ALL TESTS, M1 1i tRS, INSPECTIONS, HANGERS AND EQUIPMENT CONNECTIONS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. INSTALLATION: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO.EXCLUDE DIRT UNTiL FIXTURES ARE INSTALLED AND FINAL CONNECTiONS.HAVE BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT. SET FIXTURES LEVEL AND IN PROPER ALIGNMENT. INSTALL SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES. INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL, FOR SANITARY JOINT, AND OMIT. ESCUTCHEON. • REPAIR EXISTING PLUMBING SYSTEM COMPONENTS DAMAGED BY CONSTRUCTION OPERATIONS AND RESTORE TO ORIGINAL CONDITIONS. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP IS DEFICIENT, REPLACE OR REPAIR AS. REQUIRED, AND REPEAT TEST UNTIL STANDARDS ;ARE ACHIEVED. ALL WATER LINES ARE TO BE INSULATED. 1/2' HW4CW DOWN TO MOP SINK PROVIDE 3/4' HW FROM AND 3/4' MU TO NEW WATER HEATER 1/2' HW4CW 3 COMPARTMENT SINK 1/2' HW*C(U VEG. SINK NEW 2' NATURAL GAS SERVICE PIPING ON ROOF FROM LANDLORDS METER BANK 551 CFI-1. TOTAL DEVELOPED LENGTH FROM METER TO TENANTS SPACE IS 150'-0'. METER IS INSTALLED ON ROOF WITH REMOTE READOUT. CONTRACTOR iS TO COORDINATE REQUIREMENTS WITH LOCAL UTILITY AND LANDLORDS FIELD REPRESENTATIVE. ANOLORPS EQUIPMENT ENCLOSURE 1' GAS ON ROOF TO RTU. 125 CFI-1. 1-1/4' GAS ON ROOF TO MAKE UP AIR UNIT FURNACE. 205 CFI -I. 1 01 WATER AND C 145 SERVICE PIPING PLAN SCALE: 1/4' Is1'-0' l 3/4' DOMESTIC WATER STUB IN FROM LANDLORDS WATER MAIN. VERIFY LOCATION. CONTRACTOR SI-IALL PROVIDE BALL VALVE FOR WATER SHUT OFF AND WATER METER WITH REMOTE READOUT AT EYE LEVEL CONTRACTOR MUST VERIFY EXACT LOCATION OF SERVICE ENTRY AND- COORPINATE UJITH LANDLORD. 1/2". GW DOWN TO WATER FILTER AT CARBONATOR PROVIDE RPZ BFP AT CONNECTION, -1/4' GAS DOWN FROM ABOVE TO COOKLINE BELOW. 221 CFI-1. PROVIDE SOLENOID VALVE AHEAD OF APPLIANCES FOR AUTO GAS SHUT OFF. INTERLOCK WITH ANSUL SYSTEM. CE COOKER-35 GFH 1/2' NW*CW DOWN TO NEW HANO51NK PROVIDE 3/8' STOP AT WALL EQUIP ENT .. SCHEDULE FUNCTION APPROVED MANUFACTURERS: WADE, AND ZUi 4 DESCRIPTION J.R. SMITH, FLOOR DRAIN: (FP) ZURN Z-610 , CAST IRON AREA DRAIN WITH 12'x12' CAST IRON LOOSE SLOTTED PRIMER CONNECTION . PROVIDE 2' NO HUB OUTLET . GRATE . PROVIDE TRAP FLOOR SINK: (FS) ZURN MEDIUM iD� FLOOR CaRATE SINK PROVIDE OUTLET .CASTE3D AND SLOTTED(FS) NODY i/2' FUNNEL FLOOR DRAIN: (HD) CO NECTION . PROVIDE N FLOOR . DRAIN' AND 1/2' TRAP PRIMER NOB OM OUTLET TRAI ER .N . WALL CLEANOUT: (WCO) JOSAM NO. 58110020 SERIES, BRASS RAISED HEAD PLUG, CAST IRON CAULKING FERRULE WITH POLISHED NICKALOY OR STAINLESS STEEL WITH SCREW. SPIGOT CONNECTION SiZE AS COVERPLATE, SECURED INDICATED ON PLANS. CLEANOUT: (C.O.) (FCO) JOSAM NO. 56000-22 SERIES, WI744 BRONZE PLUG, ADJUSTABLE 'LEVELEZE', COATED CAST IRON BODY HOUSING, SATIN NICKALOY TOP, AND SIZE AS INDICATED ON PLANS.. INSIDE CAULK CONNECTION. FLOOR CLEANOUTS OCCURRING COVERS. IN TiLED AREAS TO HAVE SQUARE SHOCK JOSAM NO. 15000 SERIES SHELL, HYDRO -PNEUMATIC STEEL ADAPTOR AND MALE ASSORSOTRON Ii WITH STAINLESS STEEL STAINLESS ABSORBER: (SA) CUSHION, ELASTOMER BELLOWS, THREADED PLUG. SIZE AS REQUIRED. TRAP PRIMER: (TP) JOSAM NO, 88250-10 SERIES ALL BRONZE WITH REMOVABLE OPERATING . PARTS, INTEGRAL VACUUM BREAKER GASKETED ACCESS COVER AND CHROME PLATED. . 50 GALLON TANK CAPACITY-(2) 25 GPH RECOVERY WITi-I I00 WATER I -EATER TO BE A.O. SMITH CONTRACTOR TO INCLUDE ALL REQUIRED FOR THE PROPER SAFETY DEVICES REQUiRED BY CONTRACTOR TO SUBMIT CUT TI-E PURCHASE AND INSTALLATION SUPPORTS 6 KW NON SIMULTANEOUS ELEMENTS - 480v 3 PHASE WATER HEATER DEGREES' F TEMPERATURE RISE DEL-50 OR EQUAL TO MEET ALL LOCAL CODE REQUIREMENTS PARTS AND ACCESSORIES INSTALLATION AND OPERATION OF TE WATER NEATER INCLUDING ALL CODE SHEETS AND SPECIFICATIONS FOR APPROVAL BEFORE PROCEEDING WITH OF THE WATER NEATER INCLUDING THE DRAIN PAN, GAGES AND APPROXIMATE POINT OF CONNECTION TO EXISTING 4" GREASE WASTE STUB IN. VERIFY LOCATION. 2' VENT BELOW FLOOR TAKE VENT Oil OF TOP OF WASTE DEEGRE35 PIPE AT NO LESS THAN 45 FOR NO LESS THAN 6' PRIOR TO HORIZONTAL TRANSITION. ROUTE CONDENSATE WASTE FROM COOLERfFREEZER AND RTU TO/INTO HUB DRAIN ROUTE WASTE FROM ICE MACHINE TO FLOOR SINK: FS HAND SINK 2'V .11..1.011111 3'GW ICE MACHINE 11111111111 FCO NAND $INK • 2'V -1 NI O O 1;15 If 02 WASTE AND VENT PIPING PLAN SCALE: 1/4' : 1'-0' XTEND NEW 2' VENT TO LANDLORDS VENT STUB IN OR THROUGH ROOF AS DIRECTED. VERIFY LOCATION. i 6' PVC SLEEVE FROM DRINK SYRUP RACK TO DRINK DISPENSER ROUTE WASTE FROM DRINK DISPENSER TO FLOOR SiNK ROUTE WASTE FROM HOT FOOD WELL TO FLOOR VAC - REVIEWED FOR I CODE COMPLIANCE APPROVED MAR 25 201.9 City of Tukwila BUILDING DIVISION RECE1VED CiTY OF TUKWILA FEB'' 1 9 2019 PERMIT CENTER —LUM = INCs PLANS 0 eNs w 8 0 M a 0 < a CONTRACTOR SHALL' VERIFY ALL DIMENSIONS AT THE JOB SITE AND • NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS . • OR DISCREPANCIES BEFORE BEGINNING.OR FABRICATING ANY WORK DNOT SCALE DRAWINGS • • z N � 0 002 Lt CSI z cc'i WI 0 � CO tY CO 03 O re) W G� � 0N5 re) Li Q ) JOB NUMBER /,,,, • • SHEET NUMBER • 1 DATE OF ORIGINAL ISSUE 24 SEPTMSE4@ 2001 • • • WASTE/VENT RISER DIAGRAMOTES 1, ALL WASTE AND VENT PIPING TO SE SERVICE WEIGHT CAST IRON . NO HUM FITTINGS ARE ACCEPTABLE ABOVE GROUND . SCHEDULE 40 GALVANIZED STEEL OR DWV COPPER MAY BE USED FOR PIPING LESS THAN I-1/2" 2. ALL WASTE AND VENT PIPING MATERIALS USED INCLUDING FITTING AND ACCESSORIES AND THEIR INSTALLATION SHALL MEET ALL LOCAL CODE REQUIREMENTS. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL HANGER SUPPORTS AND ACCESSORIES REQUIRED FOR TI-E PROPER INSTALLATION AND OPERATION OF THE PLUMBING SYSTEM AS REQUIRED BY CODE. 4. ALL FLOOR DRAINS, FLOOR, SINKS, AND NUS DRAINS TO BE FURNISHED WITH METAL GRATES. 5. ALL HUM DRAINS TO SE FURNISHED WITH FUNNEL FITTINGS. 6. EACH INDIRECT WASTE LINE TO BE RUN SEPARATELY FROM THE EQUIPMENT OUTLET CONNECTION TO THE CORRESPONDING HUB DRAIN OR FLOOR SINK • 1. PROVIDE HANGERS AND SUPPORTS FOR INDIRECT WASTE LINES. S. PROVIDE AIR GAP AT INDIRECT WASTE DISCHARGE AS REQUIRED BY CODE. SECURE DISCHARGE LINE AS REQUIRED. THE CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH EXISTING FIELD CONDITIONS AND ALL THE OTHER TRADES INVOLVED. 10. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING WASTE LINE AND INVERT FOR NEW CONNECTIONS AT THE JOS SITE. 11. ALL WASTE AND VENT LINES AND THEIR INSTALLATION SHALL SE TESTED, INSPECTED AND APPROVED BEFORE BEING COVERED AND CONCEALED AS REQUIRED 13Y CODE. 12. ALL FIXTURE TRAPS AND FITTINGS AND• TI-IEIR INSTALLATION SHALL MEET ALL LOCAL CODE REQUIREMENTS. 13. .DO NOT SCALE DIMENSIONS FROM THE RISER DIAGRAM. 14. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE NECESSARY FITTINGS FOR THE CONNECTION OF THE NEW PLUMBING SYSTEM TO THE EXISTING PLUMING SYSTEM. 15. THE CONTRACTOR SHALL REFER TO ALL FIXTURE AND EQUIPMENT INSTALLATION REQUIREMENTS AND INSTRUCTIONS AND SHALL FURNISH AND INSTALL ALL HARDWARE, PARTS AND ACCESSORIES REQUIRED FOR THEIR PROPER INSTALLATION AND OPERATION AS REQUIRED BY CODE. i6. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL. NEW 2' NATURAL GAS SERVICE PIPING ON ROOF FROM LANDLORDS METER SANK. 2' GAS PIPING WILL SERVE TIE REQUIREG? SS, C FI-I FOR A DISTANCE 150'-0' FROM THE: METER LOCATION TO TENANTS SPACE. IMPORTANT NOTE: AUTOMATIC SHUTOFF IS .',@EQUIRED FOR ALL GAS COOKING EQUIPMENT'. SOLINOID VALVE TO 113E PROVIDED IN 1/04ANTSGAS MAIN . FUMING CONTRACTORSHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO INSURE ALL REQUIREMENTS ARE 1'' ET 03CASIISEFRDIAGRAM NO SCALE 1-1/4' MUA-I 205 MBH 1RTU-1 125 MSH I-I/4' tO CEILING EXHAUST HOOD FLEXIBLE APPLIANCE CONNECTOR FURNISHED SY FSEC AND INSTALLED SY PLUMBING CONTRACTOR KITCHEN EQUIPMENT WELDED FITTING/PIPE IN CEILING SPACE -MANUAL GAS VALVE DO NOT INSTALL VALVES IN CEILING SPACES. —GAS SHUT-OFF VALVE, PROVIDED SY HOOD VENDOR, INSTALLED BY PC. INTERCONNECT TO HOOD FIRE SUPPRESSION SYSTEM SY FPC. —OAS HEADER LUSICATED PLUS VALVE (TYPICAL) 6' LONC1. DIRT LEG (TYPICAL) QUICK CONNECT•Fs "TING (TYPICAL) RESTRAINING CABLE . '\. FURNISHED AND INSTAL L Z ) BY PLUMBING•CCXJTRACT .R ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT ACTUAL CONDITIONS. ATTACH RISER ANDNEAPER•TO WALL. WITH 1' CLEARANCE BEHIND PIPE. MAKE FINAL CONNECTION TO EQUIPMENT SA 1 \ RECOMMENDED BY MANUFAcTuRER. PROVIDE WELDED FITTINGS/JOINTS IN ANY CONCEALED, UNSLEAVED LOCATION. GAS PIPE HEADER BEHIND COOKING EQUIPMENT, SIZE AS SWOUN ON PLANS. PROVIDE QUANTITY AND SIZE OF CONNECTIONS AS REQUIRED FOR EQUIPMENT BEING SERVED. COORDINATE INSTALLATION HEIGHT OF GAS PIPE HEADER WITH EQUIPMENT AND WOOD PLENUM PRIOR TO ROUGH- IN. . 04 GAS APPLIANCE CONNECTION NO SCALE HOT WATER RISER NOTES I. • ALL NOT AND COLD WATER PIPING TO BE NEW UP TO THE CONNECTION TO THE EXISTING COLD WATER MAIN LINE. (INCREASE SIZE OF EXISTING TAKE -OFF CONNECTION, IF NECESSARY) 2. ALL HOT AND COLD WATER PIPING CONDENSATE DRAINS AND RELIEF PIPING TO BE TYPE'L' HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL HANGER SUPPORTS AND ACCESSORIES REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE PLUMBING SYSTEM AS'REQUIRED : 13Y CODE. 4. THE CONTRACTOR SHALL FURNISH AND INSTALL SHUT-OFF VALVES AT ALL 140T AND COLD WATER CONNECTIONS. . 5. THE CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH EXISTING FIELD CONDITIONS AND ALL THE OTHER TRADES INVOLVED. . 6. ALL. THE 140T ,AND COLD WATER LINES AND THEIR INSTALLATION SHALL COMPLY WITH LOCAL CODE REQUIREMENTS. . 1. ALL H0T AND COLD WATER LINES AND THEIR INSTALLATION SHALL BE. TESTED, INSPECTED AND APPROVED BEFORE BEING COVERED AND CONCEALED AS REQUIRED. S. DO NOT SCALE DIMENSIONS FROM THE RISER DIAGRAM. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE NECESSARY FITTINGS FOR THE CONNECTION OF THE NEW EQUIPMENT AND FIXTURES INCLUDING VACUUM BREAKERS AND BACK FLOW PRESENTERS AS REQUIRED 15Y CODE. • 10. THE CONTRACTOR SHALL PROVIDE ALL PIPING CONNECTIONS AND FITTINGS REQUIRED FOR THE CONNECTION OF THE HOT AND COLD WATER SUPPLY TO THE EQUIPMENT AND FIXTURES. r r•� 314�� 02 WATER SERVICE. RISER DIAGRAM NO SCALE / / 01 WASTE . AND VENT ' I P I NG IRI$EIR DIAGRAM NO SCALE • 1k REVIEWED FOR CODE COMPLIANCE APPROVED MAR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB` 19 2019 PERMIT CENTER PLUMB NCs DETAILS ce re N 0 <-4 < < • • • • • • • CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE 308 SITE AND • NOTIFY THE ARCHITECTS•OF ANY DIMENSIONAL ERRORS, OMISSIONS .' OR. DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK • DO NOT SCALE DRAWINGS ' a) y, as o a®em cral e tuo ce Cl W �.N 108 NUMBER 07.216 SHEET NUMBER DATE OF ORIGINAL ISSUE 24 SIEFMIIBER 2001 • 8'-8" SERVICE 22'-0" 2'-3„ -3" 2'-2 " 1'-11 i" op ro -CUT OUT FOR HOT FOOD UNR 3'0 HOLE FOR CASH REGISTER (CONFIRM LOCATION AT SITE) ir) -CUT OUT FOR BEVERAGE DISPENSER 4 2"0 HOLE FOR7- LEMONADE DISPENSER (COS 7 ) LOCATION / AT -STAND FOR / SUSHI REFRIGERATED / DISPLAY CASE / i 4'0 HOLE FOR DROP -IN PAN 4'-1" 5'-2„ 4'0 HOLE-" FOR DROP -IN PAN 4'-1" 23'-8" COUNTER TOP CUT OUT SCALE: 1/2" NOTE: ALL DIMENSIONS OF COUNTERTOP SHOULD BE VERIFY IN FIELD BEFORE CUTTING MATERIAL. 1" DIA. HOLE FOR LIGHTING ELECTRICAL WIRE AT BOTH END OF SNEEZE GUARD ON TOP OF COUNTER. DRILL HOLE ON SITE TO MATCH ACTUAL LOCATION. EXISTING EXHAUST HOOD EQUIPMENT PLAN SCALE: 1/4' a 1'-0" REMARKS ALL REUSED EQUIPMENT MATERIALS MUST BE RETURNED TO "LIKE NEW" CONDITION, APPROVAL BY LANDLORD REQUIRED. L REVIEWED FOR CODE COMPLIANCE APPROVED MAR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB'1 9 2019 PERMIT CENTER DATE: 11-12-18 JOB NO: 1884 DRAWN: CHECKED: C �0 ro iStd REVISIONS 09/26/18 REVISED PER LANDLORD'S COMMENTS A 12/12/18 REVISED PER OWNER 2402 W. MORRISON AVE, #6 TAMPA, FL 33629 TEL. 813.333.2717 FAX. 813.289.3332 mpmmmaiaimmamm EQUIPMENT PLAN & COUNTER TOP CUT-OUT SHEET NUMBER K1