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Permit PG16-0122 - TUKWILA VILLAGE / BUILDING C - BACKFLOWS, GREASE TRAP
TUKWILA VILLAGE BUILDING C 14350 TUKWILA INTERNATIONAL BLVD PG16=0122 City of Tukwila • " " Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT Parcel No: 1523049096 Permit Number: PG16-0122 Address: 14350 TUKWILA INTERNATIONAL Issue Date: 10/3/2016 BLVD Permit Expires On: 4/1/2017 Project Name: TUKWILA VILLAGE BUILDING C Owner: Name: TUKWILA CITY OF Address: 6200 SOUTHCENTER BLVD, TUKWILA, WA, 98188 Contact Person: Name: DAVE VAN DUINE Address: 1624135 PL NE, BELLEVUE, WA, 98005 Contractor: 2015 Name: TRI-STATE PLUMBING INC Address: 1624 135TH PL NE, BELLEVUE, WA, WA Cities Electrical Code: 98005 License No: TRISTI*245NZ Lender: 2014 Name: 2015 Address: 2015 Phone: (425) 643-3830 Phone: (425) 643-3830 Expiration Date: 10/1/2018 DESCRIPTION OF WORK: PLUMBING AND GAS PIPING FOR NEW BUILDING. INCLUDES IN -PREMISE BACKFLOWS INSTALLATION. GREASE TRAP INSTALLATION OUTSIDE THE BUILDING REQUIRES VALLEY VIEW SEWER INSPECTION. Valuation of Work: $10,100.00 Water District: 125 Sewer District: VALLEY VIEW Fees Collected: $1,014.92 Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 UZWPermit Center Authorized Signature:_Ll Date:_ 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. Signa Print tures Date: �Lb Name: �-- 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. S: 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 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: Backflows installations require Public Works inspection. Please call Public Works at 206 433-0179 to schedule Public Works inspection. 16: All backflows shall be installed per manufacturer's specifications and tested by a certified tester. Passing backflow test reports shall be submitted to Mr. Dave Stuckle, PW inspector, who shall forward them to Water District #125. Thereafter backflows shall be tested on annual basis at owner's expense and test reports shall be submitted to Water district #125, 3460 S 148th Street, Suite 110, Tukwila, WA 98168, phone (206) 242-9547. 17: Contractor shall contact Valley View Sewer District at (206) 242-3236 for grease trap/sanitary side sewer installation. Non-skid lid is required for grease trap installation in the walkway. 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 TUKWILA t Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 �ov Plumbing/Gas Permit No. Project No. " Date Application Accepted: Date Application Expires: (For o Ice use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: NewParcel.C,File#L13-021 Site Address: 14350 Tukwila International Blvd Suite Number: Floor: Tenant Name: New Tenant: ❑ .....Yes [—]..No PROPERTY OWNER Name: Tukwila Village Development Association Address: 201 27th Ave SE Bldg A Suite 300 City: Puyallup State: WA Zip: 98374 CONTACT PERSON — person receiving all project communication Name: Dave VanDuine, Tri-State Plumbing Inc Address: 1624 135th PI NE City: Bellevue State: WA Zip: 98005 Phone: (425) 643-3830 Fax: (425) 747-3041 Email: davev@tristateplumbing.com Valuation of Project (contractor's bid price): Scope of Work (please provide detailed information): New Building C plumbing and gas piping Building Use (per Int'l Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: 10,100 H:\Applications\Fom Applimtions On Line\201 1 Applicalions\Plumbing Permit Application Revised 8.9.1 I.docx Revised: August 2011 bh PLUMBING CONTRACTOR INFORMATION Company Name: Tri-State Plumbing Inc. Address: 1624 135th PI NE City: Bellevue State: WA Zip: 98005 Phone: (425) 643-3830 Fax: (425) 747-3041 Contr Reg No.: TRISTI*245NZ Exp Date: 10/01/2016 Tukwila Business License No.: BUS -0995599 Sewer: Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower 2 Dishwasher, domestic with 1 independent drain 2 Shower, single head trap 1 Sinks 18 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) 2 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 2 cooler (per head) 1 Lavatory 2 Urinal 1 Water heater and/or vent 2 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric- 2 type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, domestic 6 Food -waste grinder, 1 commercial Wash fountain Water closet 3 Industrial waste treatment interceptor, including trap and vent, except for kitchen type reuse 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 11 Fixture Type Qty Dental unit, cuspidor Floor drain 6 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap 1 (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific as Each lawn sprinkler system on any one meter including backflow protection devices 13 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Print Name: Dave Van Duine Mailing Address: 1624 135th PI NE H: ApplicationsTor�Applications On Line\101 I ApplicationsTiumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh 08/22/2016 Day Telephone: (425) 643-3830 Bellevue WA 98005 City State Zip Page 2 of 2 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $819.74 PG16-0122 Address: 14350 TUKWILA INTERNATIONAL BLVD Apn: 1523049096 $819.74 GAS $149.00 PERMIT FEE R000.322.100.00.00 0.00 $149.00 PLUMBING $631.70 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $599.20 TECHNOLOGY FEE $39.04 TECHNOLOGY FEE TOTALPAID .. R000.322.900.04.00 0.00 $39.04 $819.74 Date Paid: Monday, October 03, 2016 Paid By: WILLIAM QUACKENBUSH Pay Method: CREDIT CARD 01241G Printed: Monday, October 03, 2016 4:16 PM 1 of 1 FMr SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $195.18 PG16-0122 Address: 14350 TUKWILA INTERNATIONAL BLVD Apn: 1523049096 $195.18 GAS $37.25 PLAN CHECK FEE R000.322.103.00.00 0.00 $37.25 PLUMBING $157.93 PLAN CHECK FEE R000.322.103.00.00 0.00 .. FEES PAID BY RECEIPT: 247 57.93 $1TOTAL $195.18 Date Paid: Tuesday, August 23, 2016 Paid By: WILLLIAM J QUACKENBUSH Pay Method: CREDIT CARD 01309G Printed: Tuesday, August 23, 2016 8:13 AM 1 of 1 CR? SYSTEMS INSPECTION RECORD Retain a copy with permit'��"�" INSPECTION NO. PERMIT NO. j �% CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Ty of Inspection: Address: Date Called: Special Instructions: (�j Date Wanted a.m. p.m. Requeste ': Phone No 14 Approved per applicable codes. LJ Corrections required prior to approval. Ilnspector: ,/-91 �—a_ IDat/"-) El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD [W-&_OIZZ- INSPECTION Retain a copy with permit N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Approved per applicable codes. R1 Corrections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a co with permit copy '�� 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: Type of Inspection: Address: I g 3 m iv i- 'L A115 Date Called: Special Instructions: Date Wanted: a.m. p.m. 3 17 Requester: Phone No: EZApproved per applicable codes. LJ Corrections required prior to approval. o lJ paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD -utZ�, \tti Retain a copy with permit ' INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P: o ect: UA6,jR Z/,k F1 Z Ty of Inspection: 11� E,VM(3)A , -t-IA 4L Address:Date pq 3sz> f_ Ute I /vr'j &,,,b Called: Special Instructions: C Date Wanted: a.m. p.m. Requester: Phone No: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD l Retain a copy with permit 1AZEjKION N0, 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 of Inspection: p Address: ig 3 a� Date Called: Special Instructions: Date Wanted: a.m. C1f� p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. <J paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit1�-�iZZ 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: 7*'w11-,* VI&44(54 AM- G' Type of Inspection: &1)614,-11Y 6095' Address: O;FO T h 5, Date Called: Special Instructions: Date Wanted: a.m 3—;25-1-7 p.m. Requester: /CSOInEIR 7—(PLUM Phone No: Ilnspector: �s� (uate:,��_/ y I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD A-) I Retain a copy with permit INSPE ON 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 Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PGi6 �O�Zf? IN CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: , < IG Type of Inspection: i' -C) Address:® Date Call : Special (nstru`tions: L4c oa Date Want a.m. 3 �- 17 Requester: Phone No: E] Approved per applicable codes. 'Corrections required prior to approval. t • Inspector: - Date: , 17 EJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. 0011 Inspector: - Date: , 17 EJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. 0011 INSPECTION RECORD Retain a copy with permits INSPErTION 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: I t_!11 T e of Inspection: l%(r%-I ' /tii Address: 114 357 /N7"L Date Called: Special Instructions: ,3ifrr Date Wanted: a. v / 7 p.m. Request Phone No: 206 e - c/7 -V6 FlApproved per applicable codes. LI Corrections required prior to approval. COMMENTS: Kz 4 Inspector: �1M Dater F] 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 p61e0'17,z- INSPECTION '1INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit.]nspection Request Line (206) 438-9350 Project: 1 �iCL-6 Tyme of Inspection: -/A/ S 10iAJ& Address: Date Called: Special Instructions: PUAK-C V IO Atm r l w—n QAuv'y Date Wanted: M. Requester —' Phone No:'W 6 - nApproved per applicable codes. 1:11 Corrections required prior to approval. I___I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1%)6 _6122 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: Type of Inspection: i6r /A/ �i.� �- Address: Date Called: Special Instructions: Date Wanted: p.m. Requester Phone No: 2S 3 °— 22'z— cY� RApproved per applicable codes. Ll Corrections required prior to approval. LJ 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: Type ,o/ff Inspection: Address: Date Called: Special Instructions: y>, 17c Date an d: a.m a p. . Reques er: Phone No: Approved per applicable codes. t__J Corrections required prior to approval. El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ESPRESSO MACHINE AND FOUNTAIN SUPPLIES Job Name Job Location Engineer BON Contractor Approval SEP 12.1 2016 Contractor's P.O. No ES -009 Approval Representative TLIKW ILA PUBLIC WORKS Series 009 Reduced Pressure Zone Assemblies Sizes: t/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 the for ease of maintenance • Top entry - all internals immediately ai • Captured springs for safe maintenanc • Internal relief valve for reduced installa • Replaceable seats for economical rep • Bronze body construction for durabilit • Ball valve test cocks — screwdriver slot • Large body passages provides low pr • Compact, space saving design • No special tools required for servicing Specifications REVIEWED FORst C ck No. 3 i t4E01r PLIA ids cks ,-ssible APPR VEE Test C ick n clearSER 2 9 201 No"� �! First C1 tec Module /4" — 2"Assemfly -airy of TUkWila GILDING DIVISION R.P. Zone A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow 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; AWWA Std. C511-92; CSA B64.4. Shall be a Watts Series 009. tDoes not indicate approval status. Refer to Page -2 for approved sizes & models. Relief Valve Assembly 009M2QT Test Cock No. 4 Second Check Module J«� Assembly CLAIMWater Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. RECEIVED INTMEM CITY OF TUKWILA Inquire with governing authorities for local installation requirements SEP 16 2016 CORRECTION ERMIT CENTER LTR#J,_._,_,_, Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, VOWATM please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. 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 U - union connections (see ES -0009) 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 stain- less steel relief valve seat. 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'/4" - 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 AWWA C511-92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. A55E Ul Coo N Approvals ASSE, AWWA, CSA, IAPMO 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 BRAIN OUTLET DIMENSIONS for 909, 009 and 9� 9 �✓ A B in. mm in. mm in. mm lbs. kgs. y 909AGA /4"-1/2" 009,/2 13 2% 60 3'/x 79 0.625 0.28 3/" 009M2/M3 909AGC 3/"-1" 009/909, 1 25 31/4 83 4'/e 124 1.5 0.68 1 "-11/2" 009M2 909AGF 1'/4"-2" 009M1, 2 51 4% 111 63/4 171 3.25 1.47 1'/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 11'/4 286 15.5 7.03 909ELA/4"—'/2" 009,3/4" 009M2/M3 - - - - - - - - 909ELC %11-111009/909 - - 23% 60 2% 60 0.38 0.17 ` 909ELF 11/4"-2" 009M1, - - 35% 92 35/e 92 2 0.91 1'/"-2" 009/909, 2" 009M2 4"4" 993 ` 909ELH 21/"-3" 009/909 - - - - - - - - Vertical Epoxy coated Dimensions and Weight: 1/4" - 2" 009 009'/4" 2" in. A in. mm in. B mm C in. mm D in. mm L in. mm M in. mm in. N mm lbs. kgs. '/4 10 250 4'/e 117 33/e 86 1'/4 32 5'h 140 2% 60 2'/z 64 5 2 3/s 10 250 4% 117 33/8 86 11/4 32 5/2 140 2% 60 2/2 64 5 2 1/2 10 250 4% 117 3% 86 1'/4 32 5'/2 140 23/4 70 2'/4 57 5 2 3/4 103/4 273 5 127 31/2 89 1'/2 38 63/4 171 33/,8 81 2% 70 6 3 1 14'/2 368 5'h 140 3 76 2'/2 64 1 91/2 241 1 33/4 95 3 76 12 5 1'/4 17% 441 1 6 150 31h 89 2'/2 64 11% 289 4'/ 6 113 31/2 89 15 6 1'/2 17% _L54U 6 150 3'/2 89 2'/2 64 11 A 283 41e 124 4 102 16 7 2 21% 543 1 73/4 197 4'/2 114 3'/4 83 131/2 343 515/ 6 151 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 t/a" 0090T 138 20 117 17 96 14 76 1 55 8 35 5 AP 0 .25 .60 .75 1 1.17 gpm 0 .95 1.9 2.9 3.8 4.5 Ipm kPa psi 3/e" 009QT 138 20 - 117 17 96 14 76 11 55 8 35 5 AP 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm kPa psi W 0090T 172 25 138 20 103 15 69 10 35 5 AP 0 1 2.5 5 7.5 10 12.5 15 gpm 0 3.8 9.5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps ■■■■■■IN■■■■■■■■■■■■■■■v ■■■■■■IN■■■■■■■■■■■■■WMA ■■■■■■IN■■■■■■■■■■��i/■■ kPa psi ' 1"009M20T 207 30 172 25 138 20 loe 103 15 69 10 35 5 0 0 AP 0 5 10 20 30 40 50 60 70 80 gpm 0 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps ,WATTS® A Watts Water Technologies Company kPa psi 1V4" 009M20T 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 10 20 30 40 50 60 70 80 0 38 76 114 152 190 228 266 304 5 7.5 10 15 1.5 2.3 3.0 4.6 kPa psi Ph" 009M2QT 207 30 172 25 138 20 103 15 69 10 35 5 0 0 gpm Ipm fps mps Ap 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps psi 2" 009M20T 207 30 ••^^ 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 20 40 60 80 100 120 140 160 180 200 gpm 0 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • wwwmatts.ca FS -009 1318 0 2013 Watts Dave Van Duine From: Greg Herring[gregh@intercitycontractors.com] Sent: Wednesday, September 14, 2016 3:09 PM To: davev@tristateplumbing.com Subject: FW: Tuk. Vill. comments Attachments: 15255 -Revised Phase 1 Sewer Plans-2015-05-19.pdf Dave, See below email regarding Community Bldg sewer connections. Greg Herring Inter -City Contractors, Inc. P.O. Box 82405 17425 68th Ave NE Kenmore, WA 98028 Office: 425-806-8560 Fax: 425-806-8560 Cell: 206-459-1110 From: Costa Philippides [mailto:cphilippides barehausen.com] Sent: Wednesday, September 14, 2016 2:54 PM To: gregh@intercitycontractors.com Subject: FW: Tuk. Vill. comments Greg, So this is what Dana just sent me which is the same plan we discussed yesterday doesn't stamp the plan so that we can tell that they are approved. Costa From: Dana Dick [mailto:danad@valvue.com] Sent: Wednesday, September 14, 2016 2:48 PM To: Costa Philippides Subject: FW: Tuk. Vill. comments Here are the approved plans as of May last year.. Dana Dick Manager Valley View Sewer District 206-242-3236 RECEIVED CITY OF TUKWILA SEP 16 2016 PERMIT CENTER It just appears that the District REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 9 2016 City of TUkWIIa BUILDING DIVISION ........ . .... From: Kirk Utley [mailto:kutley(a paceengrs.com] Sent: Wednesday, May 27, 2015 8:53 AM To: Dana Dick Subject: FW: Tuk. Vill. comments Dana — Attached is the final (sort of) approved set, I should have dropped off a couple of sets. I told Costa I would take care of that. Barghausen still hasn't addressed how the Water feature on the west side of building C is connected to the 6" sewer line. We don't need to hold up the work b/c of that one item, just need to get their plan before they get to that point. Shall I drop off 2 full size sets? Steve has a set already. Kirk From: Dana Dick [mailto:danad(avalvue.com] Sent: Wednesday, May 27, 2015 8:31 AM To: Kirk Utley Subject: tukwila village plans Kirk: do we have the latest approved version of the Tukwila village plans yet? I do not think I have seen them. Dana Dick Manager Valley View Sewer District 206-242-3236 .� From: Costa Philippides[mailto:cphilippidesCabbarghausen.com] Sent: Tuesday, May 19, 2015 2:36 PM To: Kirk Utley Subject: RE: Tuk. Vill. comments Kirk, Attached are the revised plans. If you can have the district verify the ladder location that would be great, otherwise, the contractor will be out there in a week or so and can pull the lid and verify at that time. Costa Philippides PE Project Engineer Barghausen Consulting Engineers; Inc. 18215 72nd. Avenue South Kent, WA 98032 (425) 251-6222 - Phone (425) 251-8782 - Fax http://www.bar2hausen.com REVIIEVVED FOR �, IOD CMfiPLIAHCI I GapG�G��CfC SEP 2 9 2016 (Ay 0q Tut1!, He BZILDIMO DIVISION RECEIVER CITY OF TUKWILA SEP 16 2016 PERMIT CENTER From: Kirk Utley [mailto:kutley@paceen rs.com] Sent: Tuesday, May 19, 2015 11:41 AM To: Costa Philippides Subject: Tuk. Vill. comments Costa — We might be able to get the District to verify the ladder location in the existing MH, do you want me to check with Dana to see if we can get their help? 3 REVIEWED FOR CASE COMPLIANCE APPROVED SEP 2 9 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 16 2016 PERMIT CENTER D. Kirk Utley P.E. Principal Engineer 11255 Kirkland Way I Suite 1 Kirkland, WA WA 98033 GAJ ' SemaurX PA*.nr+� _. Sur.r P. 425.827.2014 1 www.r)aceengrs.com f. 425.827.5043 Celebrating 20+ Years of Success 3 REVIEWED FOR CASE COMPLIANCE APPROVED SEP 2 9 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 16 2016 PERMIT CENTER CUWE CONT�TE: OJ SEWER EXTENSION PLAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THELOCATION, DIMENSION. AND DEPTH it 5 W Y OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE URLITES AND SURVEYING THE -HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. J CCC 03 - - - FOR AND THEN POTHOLING SHALL INCLUDE CALLING UTILITY LOCATE O INEW UTILITY KL D< THE INCLUDE ALL EXISTING ALLING TI LOCATIONS Oi NEW -DUTY CROSSINGS TO PHYSICALLY SHALL BE CAPPED ABANDONED. RECEIVED TUKWILA VILLAGE VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF, SAID UTILITIES AS SHOWN ON THESE PIANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. .. �UQrn !An I PORTION OF THE SE 1/4, SW1/4 OF SEC. 15, & NEVA NW1/4 SEC. 22 TWP 23 NORTH, RANGE 4 EAST, W.M. SEP 21 2016 s 3 z CITY OF TUKWILA, KING COUNTY, WASHINGTON 8' PVC SS O 2.05 TYP, CONNECT TO SSMH OE14-11 Q 3 co -j _ INSTALL PER VALLEY VIEW SEWER DISTRICT STD #13_ ,.... TUKWILA 1 -WYE EXISTING SEWER 1-45' BENDS 4' SS O 2A5 MIN. TYP. - o Q a- ® 4. -- TO BE ABANDONED 6.GAP, sow .. :. O 31 00 CONNECTION T 0 0 SWRARY SEWER WMECHVAULT N rt ? t I UTLrry cROssm WORMATION BOT. OF 8' WATER . 2%9.22 j.....;. .y T:.... B TOP OF 8' S5 263.49 LL PpNIL IPA �S� pi YIASy y O�P CALL BEFORE YOU DIG 1-800-424-5555 N F L 0 10 20 40 POINT OF INTERSECTION: ROAD B: STA: 30.00.00 S. 144TH ST: STA 13+a3.59 - V Ell. MHE608 1` IEM 28064 (Is W) - 29 81 IE -m.25133 (8-,N)4PLUG AND CAP EX. 8' TO THE NORTH) IE . 261.29 (8' S) (PLUG AND CAP EX. B' TO THE SOUTH) POINT OF INTERSECTON ®:•... ' ROAD A: STA: 24+71.84 ' 6' )YSCO 6' S5 O 2.05 MIN. IYP:-- / ROAD B: STA 32.84.61 � 293.89 .. { . _._..... /NEW SS BUDS C 6' PVC SS O 2.05 MIN. TYP. rf i 15' SEWER EASEMENT_ CONNECT TO MAIN PER VALLEY FF -294.0 �`.,•: " /� VIEW SEWER DISTRX:T SID jt} 10005 ._......._.._ Diagram 180cm WATE FUTURE 7 t i zun n ,.,,.1 I �y nl .. 5om a�Utore'il P \� tf •! ... `� :3 <N n out [x>Ytom V i l'.uix'+%'rar , �i •& x: _ "p:� ; PLAN ViEtN SECTION _— VIEW, " i' ---- Note: Do not out 3 pipes less than 92 cm H - a until instailation. R.d-U— of supply line inside base i 0 _-__ n.. n. s-..•m:me - y-- t \ - • 2 will ba required upon installation. p r . 25r.*,25`:m 25cm oncent®r t _. r 3 holes { ��✓/' _ �J_ J.t E T•' - orals �. .>I i `+ Scrn A3rta RxitN ::{ 4 O; h3 113JS'K 4. ",• .. ../ % • _ T �� }� - r. �,, � f �' NEW LIBPIARY 1 _._j_Yicm"C^Irfl J'. „i.il. ,'fi ��2�______- [� Thn / s YT Supply lin wily •v.rcascv�:«:..___, __. . .. ----------------- I ---- -' � Y / Y6THEflST�� --- _ anF t,fla� ..r,'i a..crY, auiY,N �,�c(i IT r u s4+ 'w— .................... _.. an1=wImnn to %ncrafl°aa ? I OI.I IAAQIAI(,: DI AM• -... -r,-,,. o•......... , .o n ...... L ,.... POINT OF __ _... _.. _.__.... ..... .. :. SSC002,6' SEWER CLEANO _ .:::. .....:. ........ ... .:..... ........ _..._ ....... ............ MH E14-0 STD MH48 "' " "' -" "' I ?85.30 (6 N) - ..,... _. 1HEm-69,STDMH4W :. IE .282 51 (6' SW) A IE - 282.35 (8' E) IE = 28306 (8' NE) 33+20 3VOG 32+00 3mm I p I r- T < F I \ Z CL OJ 4 (j) it 5 W Y c � 3 J CCC 03 i EX SEWER SERVICE NOTE U o J ` ANY EXISTING SIDE SEWER FOUND DURING CONSTRUCTION J CCC 11 SHALL BE CAPPED ABANDONED. RECEIVED -� �UQrn !An I SEP 21 2016 s 3 z W Q 3 co -j t ,.... TUKWILA '� Q PUBLIC WORKS o Q a- ' i I , 1 cQ N 0 0 t N rt ? t I UTLrry cROssm WORMATION BOT. OF 8' WATER . 2%9.22 j.....;. .y T:.... B TOP OF 8' S5 263.49 LL PpNIL IPA �S� pi YIASy y O�P I C B9EE 3 I i, t28(75 E� ..��DC 11 t L i \ 1 _ :::. .. ::EX MH E1545: EX.TYPE 148' ..:::.IE - 280.64 (:15' W) IE 281.73 (e' N) IE - 287 .29, (8' S) RECEIVED CITY OF TUKWILA SEP 16 2016 PERMIT CENTER CORRECTION LTR �o q'38775/a C't - gs9ONA L1 L EW�\a4. 5/19/2015I,°�, I A THERMACO° Technology Installation & Maintenance Instructions For Trapzilla° Grease Interceptors REVIEWED FOR CODE COMPLIANCE APPROVE[ SEP 2 9 2016 City Of Tukwila BUILDt�- V BION FILE RECEIVED SEP 21 2016 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA SEP 16 2016 PERMIT CENTER UP C S ORRECTION AS'ME Af 12.19.3-2(!00 Please: consult TherRmaco,flnc.,for�specificmodels tested, LTR# certified andlor listed by these organizations. Copyright ©2015 Trapzilla* Thermaco, Inc. - P.O.Box 2548 - Asheboro, NC 27204 Toll Free: (800) 633-4204 - Phone: (336) 629-4651 - Fax: (336) 626-5739 ADI info@thermaco.com - www.trapzilia.com 'a N NNL-r7. "l A THERMACO® Technology Section I: Trapzilla Grease Interceptors ........ 3 System Overview....................3 Section II: Models and Options, , , , , , , , , , , , , ,4 In -Ground Models...................4 Above -Ground Models ..... . .... . . . . . .5 Basic Models.......................6 Options ...........................7 Section III: Trapzilla Installation.............8 Plumbing Installation ............. . . . .8 Configurations .....................11 Above -Ground Installation .......... . . .15 In -Ground Installation................17 Hanging Installation.................22 Section IV: System Maintenance.............23 Limited Warranty ,,,,,,,,,,,,,,,,,,,,,,,,25 ©2015 Thermaco, Inc. All rights reserved - Patented/Patents Pending - Specifications subject to change without notice Thermaco, Inc. - 646 Greensboro St. - Asheboro, N. C. 27204-2548 - (336) 629-4651 MNL -TZ i 3"� 5'u MANNEWRIMENNMENNINK ''A7. � �K 7 p A THERMACO' Technology The Thermaco, Inc. TrapzillaO Su- percapacity Grease Interceptor col- lects free-floating grease & oils con- tained in kitchen drain water flows. As most food service facility managers already know, grease buildup inside a building's grease containment system is a major cause of problems due to exterior drain line blockages. These problems jeopardize normal op- erations as well as create health and safety hazards within the facility itself. The proper installation of a Trapzilla® Supercapacity Grease Interceptor can reduce or eliminate grease problems and costly sewer surcharges and fines through efficient separation and reten- tion of free-floating grease & oils. ection l: Trapzilla° Grease Intercep System Overview The Trapzilla offers patented flat separation curve technology. This means that the unit does not lose grease separation efficiency as it fills with retained grease. Thus, the Trapzilla stores large quantities of grease without losing efficiency. The unique compact design of the Trapzilla allows for installation into most facilities. Options are available that enable a Trapzilla unit to be installed on the floor, suspended from the ceiling or in -ground outside the facility. Trapzilla units are designed to treat high flows of kitchen drainwater with large grease storage capacity within a small footprint unit. These units are easy to manueuver into position and just as easy to plumb. Grease interceptors, grease traps, automatic recovery units, grease removal devices and other similar plumbing devices receiving kitchen flows from sinks, floor drains, woks and other food bearing sources may generate odors. There are many factors influencing odor evolution and dis- semination. These include room ventilation, kitchen menu, ambient temperatures, ware washing practices, grease/oil input, daily input fluid volume, sanitizers, installation plumbing design and product maintenance/upkeep. Odors are usually prevented by good area ventilation, frequent fluid inputs, good product maintenance practices and proper product installation. Additional steps, including aeration, chlorination, pH control, improved area ventilation and additional maintenance may be needed at some sites. 02015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 MND-Tz s `'ATHERMACO®Technology Section /l: Models and Options In -Ground Models TZ -600 -ECA 635 pounds of grease storage, ASME rated at 75 gpm, while hydromechanically capable of flow rates of up to 150 gpm. Equipped with 4" inlet/outlet, 2" vessel vent connection, and 4" Low -Head Flow Control Accessory to limit flow to 75 gpm. Comes with: 18" tall Extension Collar Adapter Lid Assembly with 22" diameter lid. *Model available with 6" Inlet/Outlet, add suffix -6 to model. TZ -400 -ECA - 405 pounds of grease storage, ASME rated at 75 gpm. Equipped with 4" inlet/outlet, 2" vessel vent connection, and 4" Low -Head Flow. Control Accessory to limit flow to 75 gpm. Comes with: 18" tall Extension Collar Adapter Lid Assembly with 22" diameter lid. TZ -160 -ECA 167 pounds of grease storage, ASME rated at 35 gpm. Equipped with 3" inlet/outlet, 2" vessel vent connection, and 3" Low -Head Flow Control Accessory to limit flow to 35 gpm. Comes with: 22" diameter lid and 29" Telescoping Extension Collar. ©2015 Thermaco; Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ d a; A THERMACO® Technology Section Il: Models and Options Above -Ground Models TZ -600 -SSA f = >r 635 pounds of grease storage, ASME rated at 75 gpm, while ry hydromechanically capable of flow rates of up to 150 gpm. Equipped with 4" inlet/outlet, 2" vessel vent connection, and 4" Low -Head Flow Control Accessory to limit flow to 75 gpm. Comes with: Standard Adapter Top Cover with 22" diameter lid, and Support Stand SSOP-400/600. *Model available with 6" Inlet/Outlet add suffix -6 to model. TZ -400 -SSA 405 pounds of grease storage, ASME rated at 75 gpm. Equipped with 4" inlet/outlet, 2" vessel vent connection, and 4" Low -Head Flow Control Accessory to limit flow to 75 gpm. Comes with: Standard Adapter Lid Ring with 22" diameter lid, and Support Stand SSOP-400/600. TZ -160 -SSA 167 pounds of grease storage, ASME rated at 35 gpm. Equipped with 3" inlet/outlet, 2" vessel vent connection, and 3" Low -Head Flow Control Accessory to limit flow to 35 gpm. Comes with: 22" diameter lid and Support Stand SSA -160. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending - Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. - Asheboro, N. C. 27204-2548 - (336) 629-4651 MNL -TZ 5 ATHERMACO'Technology TZ -600 Section ll: Models and Options Basic Models 635 pounds of grease storage, ASME rated at 75 gpm, while hydromechanically capable of flow rates of up to 150 gpm. Equipped with 4" inlet/outlet, 2" vessel vent connection, and 4" Low -Head Flow Control Accessory to limit flow to 75 gpm. Comes with: Standard Adapter Lid Ring with 22" diameter lid. *Model available with 6" Inlet/Outlet, add suffix -6 to model. TZ -400 405 pounds of grease storage, ASME rated at 75 gpm. Equipped with 4" inlet/outlet, 2" vessel vent connection, and 4" Low -Head Flow Control Accessory to limit flow to 75 gpm. Comes with: Standard Adapter Lid Ring with 22" diameter lid. TZ -160 167 pounds of grease storage, ASME rated at 35 gpm. Equipped with 3" inlet/outlet, 2" vessel vent connection, r9 _:- and 3" Low -Head Flow Control Accessory to limit flow to 35 gpm. Comes with: 22" diameter lid. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ 6 _ MEN L _ATHERMACO®Technology ECA -TZ -29 (in blue) for Trapzilla Models These field -modifiable extension collars available to provide additional depth for existing kitchen drainage piping. -ECA Models ship with built-in 0-18" extension collar. ECA -TZ -29 adds 0-29" depth to -ECA Models or 4-29" to Basic Models. Section ll: Models and Options Options om FTCA-36 Fabricated Top Cover Assembly with 36" diameter for additional traction in high foot -traffic areas and 4" Brass cleanout port. FTCA-22 (not shown) 22" diameter cover available for In -Ground installations. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending - Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. - Asheboro, N. C. 27204-2548 - (336) 629-4651 MNL -TZ 7 A THERMACO® Technology Locating the Unit The system should be visible and easily acces- sible for maintenance and inspection. Options are available to install the Trapzilla in a base- ment, suspended from a ceiling or in -ground in an exterior location. Make sure adequate room is provided around the unit to allow easy access for a pump truck operator. Make sure the height above the Trapzilla access cover is enough to properly service the system. Inlet/Outlet Piping The inlet and outlet piping connections require flexible sleeve pipe couplings. Keep outlet piping as straight as possible. Thermaco, Inc. recom- mends installation of Two -Way Cleanouts on both the Inlet and Outlet of Trapzilla Interceptors and Solids Separators in accordance with all applicable laws, regulations and codes. These cleanouts should match the size of the Inlet and Outlet Piping (i.e. for 4" plumbing, a 4" cleanout should be used). Use only "sweep" connections. Do not reduce the pipe sizing on the outlet piping. Do not install "P" trap on outlet connection of system. (Note: The system already has a internal gas trap) Flow Controls Trapzilla systems are supplied with a Low -Head Flow Control module (LHFC). This should be connected to the inlet of the Trapzilla unit in situ- ations where flow rate needs to be restriced to theASME rated flow orwhen vented flow control is required by local code. ©2015 Thermaco, Inc. All rights reserved rmaco, Inc. • 646 Greensboro Section Ill: Trapzilla° Installation Plumbing Installation Venting the Outlet An outlet vent or approved air admittance valve of at least 1/2 the diameter of the system's outlet connection must be present as close as possible to the Trapzilla outlet to prevent possible siphon- age problems. The Vent on the Outlet piping is to be installed in accordance with all applicable laws, regulations and codes. Failure to provide a vent for the system voids Thermaco's Limited Warranty for the system. For Hiah Head Height_ Applications Over Six (6) Feet (1.95 m) For installations where there is head height of greater than 6 feet (1.95 meters), Thermaco, Inc. recommends installation of code -approved Vented Flow ControlAssembly (ThermacoVFCA not included with Trapzilla). Note: Drawings for reference only. Equipment must be installed in compliance with all applicable laws, regulations and codes, includ- ing plumbing codes. Installation should be performed by a qualified plumber. Patented/Patents Pending • Specifications subject to change without notice • Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ 8 �� r. G Section W: Trapzilla° Installation I s � ATHERMACO°Technology Plumbing Installation Venting of the Trapzilla tank is recommended by the manufacturer and required for in -door installations. • Vent the tank through the provided 2" NPT threaded connector on the side of the tank (This vent may be located above the outlet or on the side of the tank depending on model). • Remove and discard the 2" plug and connect 2" vent lines as indicated below. "Models with 6" Inlet/Outlet have 3" NPT vessel vent Tank Vent/Air Intake Must be indepentently vented to atmosphere NEVER CONNECT TO FACILITY VENT Note: Drawing for reference only. Equipment must be installed in compliance with all applicable laws, regulations and codes, including plumbing codes. Installation should be performed by a qualified plumber. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending - Specifications subject to change without notice nermaco, inc. • o4o ureensooro si. • Hsneooro, N. U. 2/2U4 -2b48 • (336) 629-4651 1 MNL -TZ 9 1 Each Trapzilla unit is shipped with a Low Head Flow Control module (see LHFC box for additional instructions). This needs to be installed to the inlet of the Trapzilla and connected to a code - approved air intake. Thermaco, Inc. recommends installation of Two -Way Cleanouts on both the Inlet and Outlet of Trapzilla® in accordance with all applicable laws, regulations and codes. These cleanouts should match the size of the Inlet and Outlet Piping (i.e. for 4" plumbing, a 4" cleanout should be used). A Vent on the Outlet piping is also to be installed in accordance with all applicable laws, regulations and codes. "Use a Two -Way Cleanout before and after all Trapzilla Installations Note: Drawing for reference only. Equipment must be installed in compli- ance with all applicable laws, regulations and codes, including plumbing codes. Installation should be performed by a qualified plumber. ©2015 Thermaco, Inc. All rights reserved Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ 1i Two Trapzilla Grease Interceptors should be installed in parallel with a Flow Splitter diverting the flow. Place Two -Way Cleanouts before, between and after the units as shown below, including before and after the flow splitter. Make sure to connect an outlet vent after each Trapzilla Grease Interceptor. A Low Head Flow Control (LHFC) is shipped with each unit, and if needed should only be installed after the first Cleanout and before the Flow Splitter. 'Use a Two -Way Cleanout before and after all Trapzilla Installations Note: Drawing for reference only. Equipment must be installed in compli- ance with all applicable laws, regulations and codes, including plumbing nodes. Installation should be performed by a qualified plumber. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. - 646 Greensboro St. - Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ 1 Ep Section Ill: Trapzilla° Installation ;ATHERMACO®Technology Configurations Two Trapzilla GI's in Series or One Solids Seaarator and One Trapzilla Alternatively, two Trapzilla Grease Interceptors may be installed in series. A single Trapzilla Solids Separator and Trapzilla Grease Interceptor should always be installed in series. Place Two -Way Cleanouts before, between and after the units as shown below. Make sure to con- nect an outlet vent after the Trapzilla Grease Interceptor. A Low Head Flow Control (LHFC) is shipped with each unit, and if needed should only be installed after the first Cleanout and before the Trapzilla Solids Separator. flet Note: Drawing for reference only. Equipment must be installed in compli- ance with all applicable laws, regulations and codes, including plumbing codes. Installation should be performed by a qualified plumber. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice ro, N. C. 27204-2548 • (336) 629-4651 A single Trapzilla Solids Separator and two Trapzilla Grease Interceptors should be installed by placing the Solids Separator in line and then using a Flow Splitter to divert the water flow to two separate Trapzilla units in parallel. Place Two -Way Cleanouts before, between and after the units as shown below, including before and after the flow splitter. Make sure to connect an outlet vent after the Trapzilla Grease Interceptor. A Low Head Flow Control (LHFC) is shipped with each unit, and if needed should only be installed after the first Cleanout and before the Trapzilla Solids Separator. I I aNuua n iaianauvi is Note: Drawing for reference only. Equipment must be installed in compli- ance with all applicable laws, regulations and codes, including plumbing codes.. Installation should be performed by a qualified plumber. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ 13 Two Trapzilla Solids Separator and two Trapzilla Grease Interceptors should be installed by placing a Flow Splitter to divert the water flow to two separate Solids Separators and Trapzilla units in parallel. Place Two -Way Cleanouts before, between and after the units as shown below, including before and after the flow splitter. Make sure to connect an outlet vent after the Trapzilla Grease Interceptor. A Low Head Flow Control (LHFC) is shipped with each unit, and if needed should only be installed after the first Cleanout and before the Flow Splitter. *Use a Two -Way Cleanout before and after all Trapzilla Installations Note: Drawing for reference only. Equipment must be installed in compli- ance with all applicable laws, regulations and codes, including plumbing codes. Installation should be performed by a qualified plumber. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 1MNL-TZ 1 e, eF a Section 111: Trapzilla° Installation ATHERMACO®Technology Above -Ground Installation Using a model -specific Support Stand, a Trapzilla unit may be installed directly on top of the floor in a location such as a basement or mechanical room. TZ 400 or TZ -600: SSOP-400/600 TZ -160: SSA -160 *These items ship with all -SSA models. SSOP-400/600 Support Stand NOTE: SUPPORT STAND MUST BE INSTALLED OVER A CONTINUOUS SURFACE. NON -CONTINUOUS SUR- FACES SUCH AS GRATES ARE NOT SUITABLE FOR SUPPORT. The SSOP Support Stand is a one-piece assembly with a conical center that sits on the floor. It does not add appreciable height to the assembly. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. - 646 Greensboro St. - Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ 15 V11111 gm §i .,, 1"" hM A THERMACO® Technology Section Ill: Trapzilla° Installation Above -Ground Installation When installing multiple Trapzilla units in series, the change in elevation from the inlet to the outlet of a unit requires that each preceeding unit be installed 1" higher than the unit after it. For above -ground units, pressure treated plywood may be placed fully beneath the support stand to create the height difference. All installations inside of a building must have a vessel vent installed and piped to atmosphere. 2 WAY CLEAN (3 PV or ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. - 646 Greensboro St. - Asheboro, N. C. 27204-2548 - (336) 629-4651 MNL -TZ 16 Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 T MNL-TZ 17 p ,,..., , [7,-; A THERMACOTechnology Section 111: Trapzilla° Installation In -Ground Installation When installing multiple Trapzilla units in series, the change in elevation from the inlet to the outlet of a unit requires each preceeding unit to be installed 1" higher than the unit after it. In -Ground Installations inside of a building must have a vessel vent installed and piped to atmosphere. Outlet vent to facility vent or atmosphere TZ unit only. Vessel Vent Port both units 1" (25.4 mm) elevation difference (minimum) between TSS and TZ to ensure fall between the units and to compensate for inlet and outlet height differences. .....................— .... . ,...: Backfill around both units - to grade with concrete. 2 way clean out extend to grade (3 places) ....................................... * Units using additional extension collars must use adapter lid and/or extension collars included with unit. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 - (336) 629-4651 1 MNL -TZ 18 * Units using additional extension collars must use adapter lid and/or extension collars included with unit. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 - (336) 629-4651 1 MNL -TZ 18 ,f .. A THERMACO° Technology Section III: TrapzillaO Installation In -Ground Installation Trimming and Setting the ECA -TZ -18 Single -Piece Extension Collar In -Ground Trapzilla Models ship with a built-in, single -piece, 18" extension col- lar that must be trimmed and then set to the correct height to bring the Solid Top Cover to grade. Follow the steps below to set the exten- sion collar prior to backfilling the hole with concrete. Step 1: With the Trapzilla unit installed in its perma- nent location, raise the telescoping extension collar to finished grade or floor level. Measure the height from the top of the unit to this finished extension collar height and record this dimension. Note: If the floor will have a the covering alow for the the thickness when determining the extension collar height. Amount of extension collar needed to bring Solid Top Cover to grade. uLylfffaflw_rz r/� r fr Lrrrrf rfr ff {rrrr� J.0 -o -"-a- vo o- o"o- °- ° oQ°-C �o Qa_°a == Qo_°a-c,= Qo_°a Vo °0 0-o-:--- ooao°°°=-=o:ao° o 1Jo = o o= oao°°:°: =o- Step 2: Remove the extension collar adapter ring from the unit with the extension collar still in place. On the underside of the cover, mark the excess extension col- lar length at the bottom of the four (4) "skirt" portions of the adapter ring. Check the extension collar height dimension frequently during this marking to ensure that the collar has not moved. Extend this mark between the gaps in the "skirt" so that the collar is marked all around. Mark excess extension collar length at the four (4) "skirt" portions of the adapter ring. Skirt ©2015 Thermaco, Inc. All rights reserved - Patented/Patents Pending - Specifications subject to change without notice co, -Asheboro, N. C. TZ 19 i A THERMACO° Technology Step 3: Remove the extension collar from the adapter ring and, with an appropriate saw, cut along the line cre- ated in Step 2 to remove the excessive extension collar. Lure marking the of the "skirt" (adz ring has been ren for clarity) Excess part extension c to be discal after cuttio along line Step 4: Reinsert the extension collar into the adapter ring ensuring that the cover alignment key on the ex- tension collar is aligned with its recess in the adapter ring. Reset the extension collar height to the dimension determined in Step 1. Section /ll: Trapzilla° Installation In -Ground Installation Step 5: Working from the bottom of the assembly, in- stall eight (8) self -drilling, self -tapping screws (provided) through the extension collar wall and into the adapter ring. Two of these screws should be installed in each of the four (4) skirt areas of the adapter ring. Check the extension collar height dimension frequently during this operation to ensure that the collar has not moved. Note: Use caution when tightening these screws to en- sure that they do not strip. Modifie Step 6: Place the adapter ring/extension collar assem- bly onto the Trapzilla unit. Position the small cover onto the extension collar. Secure the adapter ring and the small cover with the brass nuts and flat washers provid- ed. Seal the gap between the 18" extension collar and extension collar adapter ring using a silicone sealant. 5/16 Her nut— IMtt ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ 20 A ,,,..",, A THERMACO° Technology Section Ill: Trapzilla° Installation In -Ground Installation In order to offset the effects of buoyancy caused by groundwater (high water tables), strengthen the sideload of the unit, and prevent movement of the unit in the event of shifting earth, Ther- maco, Inc. recommends concrete be poured around the entirety of Trapzilla® units installed in - ground in the amounts of concrete specified in the table below. The concrete must to be poured continuously and completely surrounding the Trapzilla® body (and Extension Collars if appli- cable) to ensure proper strength and security at a compression strength of 4000 psi (C28/35). Concrete Calculations for TZ Models/Components* Outlet Vent - extendtograde Amount of Concrete Trapzilla Model Weight in lbs. (Kg) Volume in Cubic Yards (m3) TZ -600 -ECA 1975 0.50 TZ -400 -ECA 1525 0.40 TZ -160 -ECA 550 0.15 ECA -TZ -29* 600 0.20 Outlet Vent - extendtograde Vessel Vent- The Trapzilla Cover Pictured Left: and cover orto connect to atmosphere is placed on the top Installation of TZ -600 -ECA unit facility. ECA -TZ -29 most extension collar. ExtenslonCollar with Built -In 18" Extension Collar Grade fully extended and 29" Two -Piece Two Way Extension Collar fully extended for dean Extension Collar i out etend to - a total of 47" of additional depth for grade. unit. Concrete should fully encircle the unit up to the surface. A small amount of space (up to 4") may be left unfilled to cover with dirt and grass if installed outside. Outlet Inlet WARNING: PROPER INSTALLA- Tz boo TION INSTRUCTIONS MUST BE Trapzilla unit FOLLOWED FOR THERMACO WAR- RANTY TO BE VALID. MAXIMUM r -'• Anchor Rin INSTALLATION DEPTH PERMITTED concrete F. FOR TRAPZILL.A GREASE INTER - surrounding _ ::: `.: -.: •:. ::; ::-- CEPTORS AND SOLIDS SEPARATORS unit anbody IS 60" MEASURING FROM CENTER extension collar. OF INLET TO SURFACE. ANY INSTAL - LATION DEEPER THAN THIS VOIDS THE WARRANTY FOR THE UNIT. CONTACT THERMACO REGARDING INSTALLATIONS EXCEEDING THIS DEPTH. ©2015 Thermaco, Inc. All rights reserved - Patented/Patents Pending - Specifications subject to change without notice Thermaco, Inc. - 646 Greensboro St. - Asheboro, N. C. 27204-2548 - (336) 629-4651 MNL -TZ 21 Piy `�y i En Section lll: Trapzilla Installation i kA` HERMAco®Technology Hanging Installation Using the Hanging Assembly option, a Trapzilla unit may be suspended from a ceiling below the floor of a kitchen or other room. iit must be separately. SSOP-400/600 Support Stand Included with HA -400/600 **SSA -160 Support Stand Included with HA -160 Thermaco, Inc. supplies the frame and support stand with the hanging assembly. This kit needs to be installed by a licensed contractor. The contractor is responsible for determining weight loads, preparation of the floor for installation and any construction necessary for instal- lation of the suspension kit. Note: Drawing for reference only. Equipment must be installed in compliance with all applicable laws, regulations and codes, including plumbing & building codes. Installation should be performed by a qualified plumber and contractor. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. - Asheboro, N. C. 27204-2548 - (336) 629-4651 MNL -TZ 2; Section lV.• System Maintenance ATHERMACO®Technology Measuring Grease/Solids Levels Due to its unique design, Trapzilla is capable of retaining high quantities of grease in a compact footprint. Therefore, unlike traditional interceptors, Trapzilla can hold an extraordinarily high percentage of its volume in grease without losing separation efficiency. To determine the current levels of grease/solids in your Trapzilla grease interceptor, follow the instructions below. 1. Remove four nuts/washers securing the Solid Top Cover. Note the size of the unit which is marked on the cover by a metal plate. 2. Place a grease/sludge dipstick into the center of the Trapzilla, making sure that it goes through the hole in the horizontal baffle. 3. Once the dipstick has found its natural resting place at the lowest point in the conical shaped bottom, take the measurement. 4. Remove dipstick and compare grease/sludge levels to the corresponding unit in the charts below. Take grease measurement from top of liquid level downward and compare to chart above. Take solids/sludge measurement from bottom of unit upward and compare to chart above. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ 23 Grease Solids Total Capacity (depth): Ready to pump at (depth): Total Capacity (height): Ready to pump at (height): TZ -600 17" 13.75" 14" 12" TZ -400 9.375' 7.5" 14" 12" TZ -160 13" 10.5' 10" 8" Take grease measurement from top of liquid level downward and compare to chart above. Take solids/sludge measurement from bottom of unit upward and compare to chart above. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ 23 A THERMACO® Technology Section IV. System Maintenance Maintaining Trapzilla Periodically, the Trapzilla® unit will need to be serviced which involves pumping out the accumulated grease & solids. Each lid has four brass nuts securing the lid. Fully remove the lid to access the grease. Begin by taking the grease from the top of the main chamber. Upon reaching the horizontal baffle, you will see a hole through which you may access the rest of the grease and the solids. Be sure to lower the hose all the way to the bottom of the Trapzilla unit so that solids may be entirely removed. Note: 1. DO NOT use mechanical crust breaking devices to break down any mat that has formed inside the Trapzilla unit. 2. Remove the four brass nuts from the bolts and fully remove the lid to pump out. 3. It is not necessary to remove adapter lid (ring) to pump out Trapzilla. 4. If necessary, use a water hose with spray nozzle to rinse off inside of unit. 5. DO NOT use grinding augers in maintenance of the Trapzilla unit. Begin by pumping grease from upper chamber, until you can see the entire horizontal baffle. May be necessary to use water hose to rinse out parts of upper chamber. Drop hose into lower chamber through hole in horizontal baffle, pumping out all liquids and solids remaining. Again, it may be necessary to use water hose to rinse out lower chamber. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ 24 a. a ail �y lii ff `� Limited Warranty & Remedy logy Thermaco, Thermaco, Inc. warrants to the original user that the equipment manufactured by Thermaco and delivered with this warranty (the "Product") shall be free from material defects in workmanship and materials during the lifetime of the plumbing system in which the Product is initially installed. Any claim under this warranty must be made in writing to Thermaco at 646 Greensboro Street, Asheboro, NC 27203 promptly after discovery of the defect and the Product must be delivered, prepaid, to Thermaco, together with proof of purchase and a return authorization number issued by Thermaco. If Thermaco determines that the Product is defective, Thermaco's sole obligation, and the purchaser.'s sole and exclusive remedy, is the repair or replacement, at Thermaco's op- tion, of the defective Product. This warranty, shall not cover any defect or damage resulting directly or indirectly from: (i) failure to properly install, operate or maintain the Product in accordance with Thermaco's instructions, including, without limitation, use in excess of rated flow, installation deeper than manufacturer's recommendation or in conjunction with unapproved components, use to remove emulsified fats and oils or use that fails to comply with applicable laws, regulations or codes; (ii) damage in transit, handling or installation; (iii) modifications, adjustments, or alterations of the Product; (iv) disassembly of components other than as required for prescribed maintenance; or (v) any other causes not arising out of defects in workmanship or materials. Thermaco shall not be respon- sible for damage to Products resulting from ultraviolet light exposure, vault flooding, sewer line back-up, pumping or lift station failure, ambient water flow, freezing, or other sources of water damage. Costs for any service, adjustment, removal, repair, packing, or otherwise incurred with respect to the Product prior to submission for warranty are the responsibility of purchaser. No distributor, sales representative or other person is authorized to make any warranty state- ments on behalf of Thermaco regarding Products other than as provided herein. This statement of warranty supersedes any quote, brochure, or other statement or document with respect to warranty of Thermaco products. EXCEPT AS EXPRESSLY SET FORTH ABOVE, THERMACO MAKES NO REPRESENTA- TIONS, WARRANTIES OR GUARANTEES, EITHER EXPRESSED OR IMPLIED, INCLUD- ING, WITHOUT LIMITATION, AS TO MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, WHETHER OR NOT THERMACO HAD KNOWLEDGE OF PURCHASER'S PAR- TICULAR REQUIREMENTS OR NEEDS, OR WITH RESPECT TO ODOR GENERATION OR OTHER INCIDENTALS RELATING TO USE OF THE PRODUCT. The sole and exclusive remedy with respect to this warranty or any other claim relating to defects or any other condition or use of Products, however caused, and whether such claim is based upon warranty, contract, tort, strict liability or any other theory, is LIMITED to the repair or re- placement of the Product, excluding any cost to remove or install the Product or, at Thermaco's option, repay-ment of the purchase price. IN NO EVENT SHALL THERMACO BE LIABLE, WHETHER IN CONTRACT, WARRANTY, TORT (INCLUDING NEGLIGENCE), STRICT LIABIL- ITY, INDEMNITY OR ANY OTHER LEGAL THEORY, FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES. UNDER NO CIRCUMSTANCES WILL THE AGGREGATE LIABILITY OF THER- MACO FOR ANY CAUSE OF ACTION RELATED TO THE PRODUCT COVERED HEREBY EXCEED THE NET PURCHASE PRICE RECEIVED BY THERMACO FOR THE PRODUCT. ©2015 Thermaco, Inc. All rights reserved • Patented/Patents Pending • Specifications subject to change without notice Thermaco, Inc. • 646 Greensboro St. • Asheboro, N. C. 27204-2548 • (336) 629-4651 MNL -TZ 2: City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 8/1/2017 DAVE VAN DUINE 1624 135 PL NE BELLEVUE, WA 98005 RE: Permit No. PG 16-0122 TUKWILA VILLAGE BUILDING C 14350 TUKWILA INTERNATIONAL BLVD Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/30/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/30/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, *Rachelleipley Permit Technician File No: PG16-0122 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director September 02, 2016 DAVE VAN DUINE 1624 135 PL NE BELLEVUE, WA 98005 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG 16-0122 TUKWILA VILLAGE BUILDING C - 14350 TUKWILA INTERNATIONAL BLVD Dear DAVE VAN DUINE, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "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) (BUILDING REVIEW NOTES) 1. Provide calculations for the gas pipe serving all appliances to show gas pipes sizes and lengths, to show gas pipes are sized to meet the demand of all appliances BTU ratings. Separate gas piping plan from the water supply plan. Show where the gas is supplying the appliances on the roof. 2. Revise all code notes to show compliance with current 2015 UPC codes. 3. Plans and documents shall be stamped, dated and signed by the engineer in charge. Note: This permit plan review may not be complete as revised plans may require further corrections. PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Submit grease interceptor sizing calculations and specs. 2) It is unclear if the proposed grease interceptor is being installed inside or outside the building, add appropriate callout note. 3) It appears that the sanitary sewer location doesn't match the location of approved pans prepared by Barghausen Engineers; see attached. 4) Submit your plans to Valley View Sewer District for approval for grease interceptor installation and submit copy of District's approval. 5) The 2nd page of your plumbing permit application lists only 2 backflows, however your plans show more backflow devices. 6) Please list all the RPPA backflows (size/ manufacturer/model no.) and what they are protecting. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 7) Submit cut sheets for all the proposed backflows, circle backflows to be installed. 8) Enter all revisions with date in revision table on individual sheets. 9) Engineer's signature was missing on plans. 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 messeneer service. If you have any questions, I can be reached at 206-431-3672. Sincerely, 4&& 1 r Brenda Holt Permit Coordinator File No. PG 16-0122 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Joanna Spencer From: Dave Van Duine <davev@tristateplumbing.com> Sent: Monday, September 26, 2016 7:25 AM To: Joanna Spencer Subject: FW: grease control plan Joanna, Below is an email from Rob at Valley View you requested regarding the grease interceptor for review/permit PG16-0122 Thank you Dave VanDuine Tri-State Plumbing 1624 135th PL NE Bellevue, WA. 98005 Phone 425-643-3830 Cell 425-864-7681 Fax 425-747-3041 From: Rob Thayer [mailto:robt@valvue.com] Sent: Friday, September 23, 2016 2:19 PM To: davev@tristateplumbing.com Subject: grease control plan Dave, I have reviewed your grease control plan for Tukwila village building c and find it is acceptable for your application Thanks for your submittal Rob Thayer Ff�.L Pe ICO -0122 � � P1,11T COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0122 DATE: 09/21/16 PROJECT NAME: TUKWILA VILLAGE BUILDING C SITE ADDRESS: 14350 TUKWILA INT'L BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Aw& N Building Division Fire Prevention❑ Planning Division ❑ s�S ,auk- Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/22/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/20/16 Approved ❑ Approved with Conditions Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0122 DATE: 08/23/16 PROJECT NAME: TUKWILA VILLAGE BUILDING C SITE ADDRESS: 14350 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �OV1r b.16. f� Buil g Division Fire Prevention ❑ Planning Division ❑ Pjs V b c Wor s Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 08/25/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/22/16 Approved ❑ Corrections Required 1� (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only /l f CORRECTION LETTER MAILED: Departments issued corrections: Bldg 9 Fire ❑ PIng ❑ PW [�f Staff Initials: iznsnois I City 'of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.gov Revision submittals must be submitted. in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: PG16-0122 ❑ Response to Incomplete Letter # ® • -Response to Correction Letter # 1 RECEIVED ❑ Revision # after Permit is Issued CITY OF TUKWILA ❑ Revision requested.by a City Building Inspector or Plans Examiner SEP 16 2016 ❑ Deferred Submittal # PERMIT CENTER Project Name: TUKWILA VILLAGE BUILDING C Project Address: 14350 TUKWILA INTERNATIONAL BLVD Contact Person: DAVE VANDUINE Phone Number: eq Gf 3 S ao Summary of Revision: ZS H7 �`i .te ; V -"R ., 01. A Sheet Number(s): "Cloud" or highlight all areas of revision including ate o revi i n Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on _ w:\Pcrmit Ccmct\Tcmplates\Perms\Rcvisinn Submittal Porm.doc Rcviscd: August 2015 In TRI-STATE PLUMBING INC Koine E.Spanot Contact Safety & Health Washington State Department of Labor & Industries TRI-STATE PLUMBING INC Page 1 of 5 Search L&I — ---I A -'L Index Help My U,I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 1624 135th PL NE BELLEVUE, WA 98005-4580 Principals 425-643-3830 QUACKENBUSH, WILLIAM J, PRESIDENT KING County MICHAEL, GARY V, VICE PRESIDENT GOODMAN, WILLIAM E, VICE PRESIDENT DARNELL, FRED N, VICE PRESIDENT (End: 09/03/2002) ARNONE, CHARLES J, VICE PRESIDENT (End: 09/03/2002) CANON, PAUL E, VICE PRESIDENT (End: 09/13/2010) MICHAEL, GARY V, VICE PRESIDENT (End: 09/13/2010) Doing business as TRI-STATE PLUMBING INC WA USI No. Business type 600 151 772 Corporation Governing persons GARY MICHEAL PAUL E CANON; WILLIAM J QUACKENBUSH; 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. TRISTI*245NZ Effective — expiration 08109/1976-10/01/2018 Bond Lexon Ins Co $12,000.00 Bond account no. 9816460 Received by L&I Effective date 04/26/2013 04/20/2013 Expiration date Until Canceled Bond history I.ns.u...ra...n.ce .............. Help us improve https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=600151772&LIC=TRISTI*245NZ&SAW= 10/3/2016 PRESSURE GAUGE GATE VALVE (TYPICAL) I I L~ PRESSURE RELIEF VALVE - 1 OUT� 69 PSI 0 I---- DISCHARGE TO FLOOR DRAIN L ~/12„ 69 PSI BUILDING SHUT-OFF VALVE DETAIL B NO SCALE p1 BA CKFL 0 W PREVENTER NOTES 1) AS MANUFACTURED BY "WATTS" OR EQUAL: RPBA = REDUCED PRESSURE #009QT DCVA = DOUBLE CHECK #007QT AVB = VACUUM BREAKER 2) VALVES TO BE LINE SIZE. )i _INSTALL AT THE FOLLOWING, LOCATIONS (MINIMUM), f . .. •,, ti ... , \" .. \,z ` r ..... A RPBA AT ESPRESSO MACHINE B) MOP SINK WITH INTEGRAL VACUUM BREAKER FAUCET C) RPBA FOUNTAIN SITE SUPPLY } E) BACKFLOW PREVENTERS SHALL BE MOUNTED ABOVE FLOOR PER UPC 2012, SEC. 603. RUN AIR GAP WASTES FROM RP DEVICES TO FLOOR SINK. IN❑TE= PIPE LENGTH & NUMBER OF FITTINGS TO INDIVIDUAL HEATERS SHALL BE EQUALI THERMOMETER THERMOMETER 1/2"H140F°-Z z < 3/4"HWS140F° WR RETURN BUILDING SUPPLY THERMOMETER 1 21'HWR 120F° -Z Z-- 120E- IIII I III ,V) a THERMOMETER = I PRESSURE BALANCED BALANCING VALVE/ IT THERMOSTATIC CONTROLLED 1 /2"HW SHUT-OFF VA. (TYP) 1-1 /2"CW BALANCING VALVE/ — SHUT-OFF VA. (TYP) 1-1 /2"CW — ( 1 "CW 1 "HW BACKFLOW PREVENTER (OR CHK. VA.) PER LOCM IRgn N 1 T&P VA. I I I , 0 TRAP LLI I SEISMIC PROOF• FLEX. 1-1 /2"HWS \ 3 i = Il VN 1-1 Z"HWS I / 1-1 /Z "HWS i 1-1/2"CW I 1-1/2"CW DRAIN VA. I NOTE: ANCHOR WATER HEATERS TO FLOOR AND STRAP TO WALL TO RESIST HORIZONTAL DISPLACEMENT OF EARTHQUAKE PER UPC -508.2. AMTROL ST -30 THERM-X-TROL EXPANSION TANK OR EQUAL. MOUNTING LEGS MIXING VALVE LAWLER MODEL 802 LEAD FREE OR EQUAL. INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. WH -2 T& P VA. i DRAIN VA. DISCH. RELIEF FULL SIZE SCHEMATIC DOMESTIC WATER HEATER DETAIL NO SCALE TRAP GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 703.2 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1/1. 5) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 707.1 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 6) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). 7) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREM(ERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 8) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 9) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 10) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 1 1) COMPLETE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING, PLUMBING AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 12) ALL EQUIPMENT SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. 13) PLUMBING CONTRACTOR SHALL CONNECT TO EACH PIECE OF EQUIPMENT WITH ALL REQUIRED ACCESSORIES AND IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES. 14) INSTALL SHUT OFF VALVES/STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE PER CODE. 15) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION. 16) PLUMBING LEGEND RELIEF SHALL COMPLY WITH SYMBOL DESCRIPTION SYMBOL DESCRIPTION CW COLD WATER PIPE - COLD WATER HW HOT WATER PIPE F FILTERED WATER CW: HW: - - HOT WATER W WASTE/SOIL PIPE — 140T HOT WATER (140'F) V VENT PIPE HWR HOT WATER RETURN - 900 - — — — - VENT G GAS PIPE 3" UL/NSF 3" 211 1/211 WASTE, SANITARY RL RAIN LEADER PIPE LAVATORY 1-1 /4" cW WASTE, GREASE WC1 PLUMBING FIXTURE TAG 1/2" P3 RL RAIN LEADER O PLAN NOTE #1 MPG GAS (t2PSIG) WH -1 WH #1 (EQUIP. TAG) P4 DRINKING FOUNTAIN GAS (7 IN-W.C.) EFFD FLOOR DRAIN W/ FUNNEL 1-1/2" 1/211 - Co CONDENSATE FS FLOOR SINK - - - 3/411 GATE VALVE IIE FD FLOOR DRAIN COLD WATER PEX ©GD GARAGE DRAIN `� HOT WATER PEX EOPD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO UDD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO ORD/OF ROOF/OVERFLOW DRAIN (3) BALANCING/SHUT-OFF VALVE SAD AREA DRAIN 21FCO FLOOR CLEANOUT (4) BALL VALVE ARCHITECTURAL FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. —T— WCO WALL CLEANOUT (5) PRESSURE GAUGE IZIGCO GRADE CLEANOUT UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75" 3/4" PIPE SIZE RELIEF VALVE 1" 1" PIPE SIZE 1.25" 1-1 /4" PIPE SIZE —I I L_ VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 001 VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE -1— BURIED PIPE C_ PIPE ELBOW UP -QR- REDUCED PRESSURE G- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER -o- PIPE TEE UP — PIPE TEE DOWN PRV PRESSURE REDUCING VALVE o—f- HOSE BIBB (WALL HYDRANT) PRESSURE GAUGE GATE VALVE (TYPICAL) I I L~ PRESSURE RELIEF VALVE - 1 OUT� 69 PSI 0 I---- DISCHARGE TO FLOOR DRAIN L ~/12„ 69 PSI BUILDING SHUT-OFF VALVE DETAIL B NO SCALE p1 BA CKFL 0 W PREVENTER NOTES 1) AS MANUFACTURED BY "WATTS" OR EQUAL: RPBA = REDUCED PRESSURE #009QT DCVA = DOUBLE CHECK #007QT AVB = VACUUM BREAKER 2) VALVES TO BE LINE SIZE. )i _INSTALL AT THE FOLLOWING, LOCATIONS (MINIMUM), f . .. •,, ti ... , \" .. \,z ` r ..... A RPBA AT ESPRESSO MACHINE B) MOP SINK WITH INTEGRAL VACUUM BREAKER FAUCET C) RPBA FOUNTAIN SITE SUPPLY } E) BACKFLOW PREVENTERS SHALL BE MOUNTED ABOVE FLOOR PER UPC 2012, SEC. 603. RUN AIR GAP WASTES FROM RP DEVICES TO FLOOR SINK. IN❑TE= PIPE LENGTH & NUMBER OF FITTINGS TO INDIVIDUAL HEATERS SHALL BE EQUALI THERMOMETER THERMOMETER 1/2"H140F°-Z z < 3/4"HWS140F° WR RETURN BUILDING SUPPLY THERMOMETER 1 21'HWR 120F° -Z Z-- 120E- IIII I III ,V) a THERMOMETER = I PRESSURE BALANCED BALANCING VALVE/ IT THERMOSTATIC CONTROLLED 1 /2"HW SHUT-OFF VA. (TYP) 1-1 /2"CW BALANCING VALVE/ — SHUT-OFF VA. (TYP) 1-1 /2"CW — ( 1 "CW 1 "HW BACKFLOW PREVENTER (OR CHK. VA.) PER LOCM IRgn N 1 T&P VA. I I I , 0 TRAP LLI I SEISMIC PROOF• FLEX. 1-1 /2"HWS \ 3 i = Il VN 1-1 Z"HWS I / 1-1 /Z "HWS i 1-1/2"CW I 1-1/2"CW DRAIN VA. I NOTE: ANCHOR WATER HEATERS TO FLOOR AND STRAP TO WALL TO RESIST HORIZONTAL DISPLACEMENT OF EARTHQUAKE PER UPC -508.2. AMTROL ST -30 THERM-X-TROL EXPANSION TANK OR EQUAL. MOUNTING LEGS MIXING VALVE LAWLER MODEL 802 LEAD FREE OR EQUAL. INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. WH -2 T& P VA. i DRAIN VA. DISCH. RELIEF FULL SIZE SCHEMATIC DOMESTIC WATER HEATER DETAIL NO SCALE TRAP GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 703.2 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1/1. 5) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 707.1 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 6) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). 7) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREM(ERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 8) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 9) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 10) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 1 1) COMPLETE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING, PLUMBING AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 12) ALL EQUIPMENT SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. 13) PLUMBING CONTRACTOR SHALL CONNECT TO EACH PIECE OF EQUIPMENT WITH ALL REQUIRED ACCESSORIES AND IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES. 14) INSTALL SHUT OFF VALVES/STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE PER CODE. 15) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION. 16) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 17) VENT LENGTH SHALL NOT EXCEED 2012 -UPC -TABLE -703.2 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 703.2) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) MAX. 3 WATER CLOSETS ON HORIZONTAL BRANCH AND 4 WATER CLOSETS ON VERTICAL STACK ON ANY 3" WASTE. (TYP.) 24) CLOTHES WASHING AREA W/ CLOTHES WASHERS IN A BATTERY OF THREE (3) OR MORE CLOTHES WASHERS SHALL BE RATED AT 6 FIXTURE UNITS EACH. 25) EACH VENT SHALL RISE 6" ABOVE THE FIXTURE FLOOD RIM BEFORE OFFSETTING HORIZONTALLY OR CONNECTING TO ANY OTHER FIXTURE PER UPC -2012-905.3 26) VERIFY OVERFLOW DRAIN REQUIREMENTS FOR DISCHARGE WITH LOCAL JURISDICTION PRIOR TO CONSTRUCTION. DOMESTIC HOT WATER CIRCULATING PUMP SCHEDULE DESIGNATICN: PLU ING FIXTURE CONNECTION SCHEDULE MODEL: UP 15-18 B5 OR EQUAL DESIGNATION: INLINE ITEM: 5 TRAP: 8.5 WASTE: VENT: CW: HW: VOLTAGE: Pi PHASE: WATER CLOSET WEIGHT (LBS): 3" PHASE: 3" 2" 1/21' - 900 P 1 A WATER CLOSET (ADA) LISTING: 3" UL/NSF 3" 211 1/211 - P2 LAVATORY 1-1 /4" 1-1 /2" 1-1/2" 1/29' 1/2" P3 URINAL 2" 2" 1-1 /2" 3/4" - P4 DRINKING FOUNTAIN 1-1/4" 1-1/2" 1-1/2" 1/211 - P5 WALL HYDRANT - - - 3/411 - NOTES: (1) SEE PLUMBING FIXTURE SCHEDULE FOR FIXTURE SPECIFICATIONS. (2) ALL HANDICAPPED FIXTURES SHALL BE APPROVED FOR USE BY DISABLED PERSONS. (3) ALL FIXTURES SHALL COMPLY WITH THE WATER CONSERVATION ACT REQUIREMENTS. (4) COORDINATE WITH ARCHITECTURAL FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. Nochanges 5 (5) NO UNDERGROUND WASTE PIPING LESS THAN 2". of aVork %-V! Tulkvil NOTE: Revisions and ma includ DOMESTIC HOT WATER CIRCULATING PUMP SCHEDULE DESIGNATICN: HWCP-1 & 2 MANUFACTURER: GRUNDFOS OR EQUAL MODEL: UP 15-18 B5 OR EQUAL TYPE: INLINE G.P.M.: 5 HEAD (FT -H20): 8.5 RPM: VARIES MOTOR: .74 AMP MAX VOLTAGE: 115 PHASE: 1 WEIGHT (LBS): 6 GAS WATER HEATER SCHEDULE DESIGNATION: MANUFACTURER: WH -1 & 2 ZONE: TZ -600 -ECA BUILDING COMMON AREA MANUFACTURER: GREASE CAPACITY (LBS) BRADFORD WHITE MODEL: GREASE TRAP SIZED PER 2012 -UPC 1014.2.1 EF-10OT-199E-3N GAS TYPE: 3 COMP. SINK DIMENSIONS: 16"x20"x14"=4480 CUBIC NATURAL GAS INPUT (MBH): INCH x 1 BOWLS = 2560 CUBIC INCHES 199 VOLTAGE: TOTAL VOLUME = 27,578 CUBIC INCHES. 120 PHASE: CAPACITY. 1 SHIPPING WEIGHT (LBS): 900 CAP. U.S. GAL. 100 LISTING: UL/NSF REMARKS: (1)(2)(3)(4) NOTES: (1) WITH P/T VALVE, VERTICAL DRAFT, AND INTERMITTENT IGNITION DEVICE. (2) ANCHOR TO FLOOR AND STRAP WATER HEATERS FOR EARTHQUAKE PROTECTION PER CODE. (3) FURNISH, INSTALL AND ARRANGE FOR BOILER INSPECTIONS AND MODIFICATIONS WHERE REQUIRED BY LOCAL/STATE JURISDICTIONS. COORDINATE WITH EQUIPMENT MANUFACTURER. (4) WATER HEATERS SHALL BE A.S.M.E. LISTED WHERE REQUIRED BY THE LOCAL/STATE JURISDICTIONS. SEPARATE PERMIT REQUIRED FOR: antc Electrics! 0 Plumbbig 0 Gas CRY ofT REV1SIORS all be made to the scope hcul prior approval of Building Division. ill require a new plan submittal additional plan review fees. a GREASE TRAP SCHEDULE DESIGNATION: G-1 MANUFACTURER: TRAPZILLA MODEL: TZ -600 -ECA FLOW RATE (GPM) 75 GREASE CAPACITY (LBS) 635.6 GREASE TRAP CALCULATION: GREASE TRAP SIZED PER 2012 -UPC 1014.2.1 3 COMP. SINK DIMENSIONS: 16"x20"x12"=3840 CUBIC INCH x 3 BOWLS = 11520 CUBIC INCHES 3 COMP. SINK DIMENSIONS: 16"x20"x14"=4480 CUBIC INCH x 3 BOWLS = 13440 CUBIC INCHES MOP SINK DIMENSIONS: 16"x20"x8"=2560 CUBIC INCH x 1 BOWLS = 2560 CUBIC INCHES FLOOR DRAIN DIMENSIONS:6" DIA. =29 CUBIC INCH x 2 FD = 58 CUBIC INCHES TOTAL VOLUME = 27,578 CUBIC INCHES. 27,578/231= 119.39 GALLONS. 119.39X.75(FILL FACTOR)=89.54 GALLONS MAX. CAPACITY. USE 2 MIN DRAIN TIME FOR GREASE TRAP SIZING. GREASE TRAP SIZE = 75 GPM GREASE CAPACITY. FILE COPY `Permit No., Planreview approval is subject to errors and omissi Approval of construction documents does not autha the �Jblation of any adopted code or ordinance. Re( f approved Field Copy and conditions is acknowled Date: < City of Tuna BUILDING DIVISION i I LTR REVIEWED FOR CODE COMPLIANCE RECEIVED SHEET INDEX �APPROVUCIaY OPTUKWILA ,, r SEP 16 2016 P1.0 GENERAL NOTES, SCHEDULES, DETAILS AND LEGEND '�l P2.0 1ST FLOOR PLAN -PLUMBING UNDERGROUND :'ERMIT CENTER lity Of TuK vi Ut P3.0 1ST FLOOR PLAN - PLUMBING ABOVEGROUND A.BOSSEIN ENGINEERING L.L. C MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService®abossein.com WEBSITE: www.abossein.com 21891 LCITY COMMENT REVISION 09/02/2016 Job No.: 215037 Date: 09/14/2016 ( 1 OF 3) M w A w �A �w w� oa E"I ww Revisions: LCITY COMMENT REVISION 09/02/2016 Job No.: 215037 Date: 09/14/2016 ( 1 OF 3) L;j 0 GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 703.2. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 707.1 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 6) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HAND[ -LAV GUARD (OR EQUAL). 7) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 8) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 9) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 10) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 11) COMPLETE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING, PLUMBING AND HEALTH CODESAND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 12) ALL EQUIPMENT SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. 13) PLUMBING CONTRACTOR SHALL CONNECT TO EACH PIECE OF EQUIPMENT WITH ALL REQUIRED ACCESSORIES AND IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES. 14) INSTALL SHUT OFF VALVES/STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT PER CODE. 15) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION. 16) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 17) VENT LENGTH SHALL NOT EXCEED 2012 -UPC -TABLE -703.2. 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 17. SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 703.2) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) MAX. 3 WATER CLOSETS ON HORIZONTAL BRANCH AND 4 WATER CLOSETS ON VERTICAL STACK ON ANY 3" WASTE. (TYP.) 24) CLOTHES WASHING AREA W/ CLOTHES WASHERS IN A BATTERY OF THREE (3) OR MORE CLOTHES WASHERS SHALL BE RATED AT 6 FIXTURE UNITS EACH. 25) EACH VENT SHALL RISE 6" ABOVE THE FIXTURE FLOOD RIM BEFORE OFFSETTING HORIZONTALLY OR CONNECTING TO ANY OTHER FIXTURE PER UPC -2012-905.3 26) VERIFY OVERFLOW DRAIN REQUIREMENTS FOR DISCHARGE WITH LOCAL JURISDICTION PRIOR TO CONSTRUCTION. F � . f, ..;,," •..' ...;•; w : 4•'10 i Y 796 MBH PLUMBING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION CW COLD WATER PIPE 741 COLD WATER 406 MBH 346 MBH FVV FILTERED WATER 200 MBH HOT WATER PIPE MAU 15'(1 - 1 /2 ") HOT WATER WO WASTE/SOIL PIPE —140T HOT WATER (140'F) OVENT PIPE "wR HOT WATER RETURN = 335 MBH \ _ \ _ VENT ^ GAS PIPE 1 139 MBH o rn Ln rn I I I WASTE, SANITARY RL RAIN LEADER PIPE a— CD CD co 0 CD C-0 Ln CN GW— WASTE, GREASE P1 PLUMBING FIXTURE TAG �p RL RAIN LEADER O PLAN NOTE #1 MPG GAS (f2PSIG) WH -1 WH #1 (EQUIP. TAG) WATE WATER 4 84 G GAS (7 IN-W.C.) Uo FFD FLOOR DRAIN W/ FUNNEL HEATER CONVECTION CONVEECTION GRIDDLE _CD CONDENSATE 0 FS FLOOR SINK OVEN OVEN r i GATE VALVE 92 FD FLOOR DRAIN COLD WATER PEX ©GD GARAGE DRAIN HOT WATER PEX MPD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO Uo DD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO 9ZRD/OF ROOF/OVERFLOW DRAIN #67 BALANCING/SHUT-OFF VALVE ©AD AREA DRAIN i FIREPLACE FRYER 0FCO FLOOR CLEANOUT BROILER BALL VALVE OVEN - WCO WALL CLEANOUT PRESSURE GAUGE IZIGCO GRADE CLEANOUT —SIF-- UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75" �, 3/4 PIPE SIZE " RELIEF VALVE 1 1 PIPE SIZE 1.25" 1-1/4" PIPE SIZE -J I L- VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 0 VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE ��� BURIED PIPE o- PIPE ELBOW UP _ _ REDUCED PRESSURE G- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER -o- — PIPE TEE PIPE TEE DOWN PRV PRESSURE REDUCING VALVE GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 703.2. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 707.1 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 6) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HAND[ -LAV GUARD (OR EQUAL). 7) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 8) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 9) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 10) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 11) COMPLETE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING, PLUMBING AND HEALTH CODESAND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 12) ALL EQUIPMENT SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. 13) PLUMBING CONTRACTOR SHALL CONNECT TO EACH PIECE OF EQUIPMENT WITH ALL REQUIRED ACCESSORIES AND IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES. 14) INSTALL SHUT OFF VALVES/STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT PER CODE. 15) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION. 16) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 17) VENT LENGTH SHALL NOT EXCEED 2012 -UPC -TABLE -703.2. 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 17. SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 703.2) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) MAX. 3 WATER CLOSETS ON HORIZONTAL BRANCH AND 4 WATER CLOSETS ON VERTICAL STACK ON ANY 3" WASTE. (TYP.) 24) CLOTHES WASHING AREA W/ CLOTHES WASHERS IN A BATTERY OF THREE (3) OR MORE CLOTHES WASHERS SHALL BE RATED AT 6 FIXTURE UNITS EACH. 25) EACH VENT SHALL RISE 6" ABOVE THE FIXTURE FLOOD RIM BEFORE OFFSETTING HORIZONTALLY OR CONNECTING TO ANY OTHER FIXTURE PER UPC -2012-905.3 26) VERIFY OVERFLOW DRAIN REQUIREMENTS FOR DISCHARGE WITH LOCAL JURISDICTION PRIOR TO CONSTRUCTION. F � . f, ..;,," •..' ...;•; w : 4•'10 i Y 796 MBH ABOSSEIN ENGINEERING L.L. C MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService®abossein.com WEBSITE: www.abossein.com 0 z E- E -1 H z zx cn H �E E cn H cn 15'(1-1/4") V 10'(1-1/4") 5'(1-1/4") 741 MBH 406 MBH 346 MBH 200 MBH MAU 15'(1 - 1 /2 ") `•. ^-. 5'(1-1/4") 5 (1 -1/4")UNIT .. .-. .. 596 MBH N m 398 MBH _ _ = 335 MBH \ _ \ _ \M ^ v� 1 139 MBH o rn Ln rn I I I '-':2 r Qi a— CD CD co 0 CD C-0 Ln CN �p m �m�m Q' 00 WATE WATER 4 84 86 GAS METER HEATER HEATER CONVECTION CONVEECTION GRIDDLE OVEN OVEN OVEN r i I Q Ln� PLUMBING GAS PIPING RISER A Ln NO SCALE i ��P3"/ #67 #67.1 #64 BBQ i FIREPLACE FRYER GRIDDLE ABOSSEIN ENGINEERING L.L. C MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService®abossein.com WEBSITE: www.abossein.com 0 z E- E -1 H z zx cn H �E E cn H cn V 15' (1 ") 200 MBH Fl -1 � I a� 3'(1-1/2") 2(1-1/4") •-• _ ^ _ , 488 MBH 200 MBH 0 '-':2 T� V P4 �p m �m�m Q' 00 - 00 / �- •... Q i r I Q Ln� Ln C1400 ink Ln i #66 #67 #67.1 #64 BBQ i FIREPLACE FRYER GRIDDLE SALAMANDER BROILER OVEN Ail/ ABOSSEIN ENGINEERING L.L. C MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService®abossein.com WEBSITE: www.abossein.com 0 z E- E -1 H z zx cn H �E E cn H cn Job No.: 215037 Date: 09/14/2016 X 3.0 (3 OF 3) V h-1 Fl -1 � I a� W A a� 0 T� V P4 0 w Q' Revisions: ACITY COMMENT REVISION 09/02/2016 Job No.: 215037 Date: 09/14/2016 X 3.0 (3 OF 3) o UJ UJ SUPPLIER 0) �u U a� D f --MODEL C3 DESCRIPTION MANUFACTURER ELECTRICAL PLUMBING NUMBER V r 0- o o 0 0 < F < m > 0- v ELECTRICAL NOTES D 0 VI PLUMBING NOTES O € 2 COFFEE GRINDER NUOVA 51MONELLI MDX 3.0 120 1 C4P NEMA 5-15P { 2 1 KNOCK BOX POLAR WARE E06064 -KB 2 3 1 :SLIM JIM RUBBERMAID %3540005RN I 3 4 I DIPPERWELL FISHER 13838 1/2 FS 4 1 UNDERCOUNTER REFRIGERATOR HOSHIZAKI CR'1R21 2.6 120 1 C4P NEMA 5-15P 5 6I I ESPRESSO MACHINE= INUOVA SIMONELLI APPIA 2GRP 1 14.0 1 220 1 1 C4P NEMA 6-20P 112 FS 6 1 1 WATER FILTER NUOVA 51MONELLI 112 1 8 1 DROP-IN ICE BIN GLASTENDER 01-1B12FS 8 9 1 P05 BY OUNER VFY 120 1 DCO VERIFY REQUIREMENTS W/ OUJNER 3 10 1 1 FRONT COUNTER BY G.G 1 10 11 1 REFRIGERATED DISPLAY CASE 5MCTURAL HM5C3 1 15.8 1 120 f C4P NEMA 5-20P 11 12 SPARE NUMBER 12 13 SPARE NUMBER 13 14 1 BACK COUNTER BY G.0 14 15 1 DROP-IN SINK ADVANCE DI -1-10 FS 15 16 1 FAUCET T45 5-1141 1/2 1/2 116 11 1 1 SYRUP RACK 1BAFZSREEN 11 18 i COFFEE BREWER 15LOOMFIELD 8186TF 15.0 120 1 J50X 1/2 18 19 1 ICED TEA BREWER BLOOMFIELD 8142-3G 13.0 120 1 C4P NEMA 5-15P 1/2 13 20 =1 2 BLENDER HAMILTON BEACH HBH45OR 1 120 1 C4P 20 21 =1 1 I BLENDER RINSER HAMILTON 5CRI00 1/2 21 22 C= 1 I DROP-IN HAND5INK ADVANCE DI -1-10 1 1-112 22 23 =1 1 FAUCET I T45 8-1141 I/2 1/2 23 24 SPARE NUMBER 24 25 SPARE NUMBER 25 26 1 SOILED D15HTABLE W/ SCRAP SINK ADVANCE DT6-510-12R F6 26 21 1 DOUBLE SLANT RACK ADVANCE DT -6R-12 21 28 =1 1 11 PRE -RINSE T4S. B-0133 1 1/2 1/2 26 29 1 VENTLES5 D16HMACHINE H05ART AM15VL-2 249 206-240 3 JBOX SI1 LE -POINT CONN. WI BOOSrI=R I/2 I/2 Fa 2g BOOSTER HEATER BUILT-IN ITEM X23 9 208-240 3 J50X SINGLE -POINT CONN. W1 DISHWASHER 30 1 CLEAN DISHTAIBLE/3 COMPARTMENT SINK ADVANCE DTC -3-{620-96L FS 3@ 30.1 cm 1 PRE=RINSE W/ ADD-ON FAUCET T46 8.0133-ADF12 1/2 1/2 30.1 31 =1 1 FAUCET T45 8-0231 1/2 1/2 31 32 1 11 OVERHEAD WALL SHELF ADVANCE PS -15-84 32 33 1 HANDSINK ADVANCE 1-P5-66 1-i/2 33 34 =1 1 FAUCET T46 5-1146 1/2 .1/2 1 34 35 SPARE NUMBER 35 36 1 MOP SINK EAGLE FI916-X 2 36 31 1 FAUCET I T45 B-0652 1/2 112 31 38 1 1 OVERHEAD MOP HOLDER EAGLE U50824 -16/3-X 38 39 1 ICE MACHINE W/ BIN HOSHfZAKI KM-515MAH Ili 120 1 J50X 1/2 FS 313 39.1 1 WATER FILTER HOSHIZAKI HW20-51 1 1 1/2 33.1 40 1 FLOOR TROUGH EAGLE FT -1224 -FG 2 40 41 SPARE NUMBER 41 42 i 1 WALK-IN COOLER IMPERIAL 1 120 1 JBOX VERIFY REQUIREMENTS W/SHOP DLZ 42 42.1 I BLOWER COIL IMPERIAL L5C052AMC6K 1.0 120 1 J50X VERIFY REQUIREMENTS W/SHOP DWG FS VERIFY REQUIREMENTS W/SHOP' DWG 42.1 42.2 1 CONDENSING UNIT IMPERIAL MOH005X62CFMT-E 1/2 208-230 1 JBOX VERIFY REQUIREMENTS W15HOP DWG 42.2 43 ILOT COOLER SHELVING FOCUS 1 43 44 I 2 -COMP SINK ADVANCE 93-22-40-3081- FS 1 44 44.1 =1 1 2 FAUCET I T45 8-0231 1/2 1/2 44,1 45 =1 1 2 it WALL SHELF ADVANCE W5-12.36 45 45.1 2 1 WALL SHELF ADVANCE 1118.12-84 45.1 46 1 1 WORKTABLE ADVANCE AG -305 46 41 11=3 I IWOR1<TA5LE ADVANCE TFAG-308 41 48 =1 1 I UNDERCOUNTER REFRIGERATOR 1HO5HIZAKI CRMR21 2.6 120 1 C4P NEMA 5-15P 1 48 43 I 1 UNDERCOUNTER FREEZER HOSHIZAKI CRMF21 3.4 120 1 C4P NEMA 5=15P 43 50 1 SPARE NUMBER 50 51 1 SLIM JIM RUBBERMAID FG354000BLA 51 52 1 REFRIGERATED PREP TABLE H06HIZAKI CRMR60-16 1 5.5 120 1 C4P NEMA 5-15P 52 53 1 WORKTABLE ADVANCE KMS -305 53 54 2 WALL SHELF ADVANCE W5-15.36 .54 55 SPARE NUMBER 55 56 SPARE NUMBER 56 51 1 COUNTERTOP FOOD WARMER WELLS HW/5MP 15.0 120 1 C4P NEVA 5-15P 51 58 it 1 11 SPARE NUMBER 5S 53 SPARE NUMBER 59 60 SPARE NUMBER 60 61 =1 I PASS-THRU SHELF ADVANCE PA -24-84-2 61 62 =1 1 HEAT LAMP HATCO GRAN -48D3 i0b 1 208 1 IJBOX 62 63 1 REFRIGERATED EQUIPMENT STAND HOSHIZAKI CRE5,43 3.1 120 1 C4P 63 64 =I 1 1 48" BROILER I5OUTH5END HDC -48 1 3/4 160K 64 65 1 REACH -IN FREEZER HOSHIZAKI CFI6-F5 9.0 120 1 C4P NEMA 5-15P,5 66 1 1 FRYER PITCO SG14-5 3/4 110K 66 61 1 6 BURNER 4 24" GRIDDLE W/ (2) OVEN BASE SOUTHBEND 5600-2TR 3/4 286k 61 61.1 1 SALAMANDER 6OUTHBEND P36 -RAD 3/4 40K 61.1 68 SPARE NUMBER 68 69 1 TYPE I EXHAUST HOOD CAPTIVE -AIRF 120 1 J50X VERIFY REQ. W/ MFG SPECS 4 DUB 613 10 1 EXHAUST FAN CAPTIVE -AIRF 15:8 208 3 J50X VERIFY REQ. W/ I"Fi 4 SPECS 4 DX6 1 10 11 11 MAKE-UP AIR FOR ITEMS X63 4 #13 CAPTIVE-AIRE 21.1 208 3 JBOX VERIFY REQ. W/ MFG SPECS 4 DUX:6 I 1 334.1K VERIFY REQ. W/ MFG SPE=CS 4 DUX3S 11 12 1 HOOD CONTROL PANEL CAPTIVE -AIRF 120 1 JBOX VERIFY REQ. W/ MFG SPECS 4 DUGS 12- 13 1 FIRE SUPRE55ION SYSTEM AAA .FIRE 4 SAFETY 1 13 14 I HAND5lNK 1ADVANCE 1 -P5 -b6 1-1/2 14 15 1 FAUCET IT4515-1146 1/2 1/2 15 16 =1 1LOT I DRY STORAGE SHELVING FOCUS 16 11 15PARENUMBER 11 18. SPARE NUMBER 18 13 11=3 f TYPE 1 EXHAUST HOOD CAPTIVE-AIRE 120 1 1 JBOX VERIFY REQ. W1 MFG SPECS 4 DUJ35 1 113 80 1 EXHAUST FAN CAPTIVE -AIRF 4.6 208 3 JBOX VERIFY REQ. W1 MFCs SPECS 4 DW35 80 81 SPARE NUMBER I Igi 82 1 14001) CONTROL PANEL CAPTIVE -AIRF 120 1 JBOX VITRIFY REQ. U1/ MKz SPECS 4 DWGS 82 83 =1 I FIRE SUFREE61ON SYSTEM AAA FIRE 4 SAFETY 83 84 1 DOUBLE CONVECTION OVEN BLODGETT ZEPH-200-G-DBL (0.0 (2)120 1 C4P (2).3/4 1 60K 84 65 it SPARE NUMBER 85 86 1 6 BURNER 4 243' GRIDDLE W/ (2) OVEN BASE 50UTH5END 560OD-2TR 3/4 286k 86 81 I I I I IWORKTA5LE I ADVANCE KM5LAG-304-X 61 88 1 WALL SHELF ADVANCE WS -12-48 S8 89 2 2 DOOR REACH -IN REFRIGERATOR HOSHIZAKI CR25-F5 5.8 120 I C4P NEMA 5-15P gg g0 I WORK TABLE W/ OVERSHELF ADVANCE MS -3010 90 31 1 UNDERCOUNTER FREEZER HOSHIZAKI GRMF21 3.4 120 1 1 C4P NEMA 5-15P sl 92 SPARE NUMBER g2 33 I MOBILE HEATED CABINET 1CRE5COR H -135 -UA -11-R 12.6 1 120 1 04P NEMA 5-15P 93 34 SPARE NUMBER 134 35 SPARE' NUMBE=R 95 96 SPARE NUMBER S& 31 I 3 -COMP SINK ADVANCE FC-3-1620-24RL-X F5 131 98 I PRE -RINSE W/ ADD-ON FAUCET T46 5-0261 1/2 1/2 gp 99 2 1 WALL SHELF JADVANCE W5-1248 1313 100 1 UNDERCOUNTER D15HMACHINE I H05ART LXER-2 32.5 120/208-240 1 J50X I 1 .3/4 1 F5 100 1 1 COMPARTMENT PREP SINK DVANCE FG -1 -1620 -ISL -C Fa 101 1 I COMPARTMENT PREP SINK ADVANCE FC-1-1620-I5R-X FS 101.1 I WALL SHELF ADVANCE WS -f2-12 f0f2 M104 2 FAUCET T45 B-0231 1/2 1/2 102 1 HAND51NK ADVANCE71-PS-66 1-1/2 103 I FAUCET Tay 8-1146 112 1/2 104 cm LOT DRY STORAGE SHELVING. FOCUS 105 106 SPARE NUMBE=R 106 101 SPARE' NUMBER 1101 108 It 16 I FOLDING TABLE PS FURNITURE H06001 106 109 11=1 8 FOLDING TABLE PS FURNITURE H03012 Im 110 =1 4 TABLE DOLLY PS FURNITURE CO-APTG12 110 III =1 150 CHAIR PS FURNITURE C600WWH/CH III 112 =1 3 DOLLY TRUCK IF5 FURNITURE HD -PMD 112 113 1 BANQUET COUNTER BY G.C. 113 114 11=31 it 1 I DROP-IN HANDS€NIC. ADVANCE DI -1-10 1 1-1/2 114 115 =1 1 FAUCET T46 8-1141 1/2 I/2 115 il6 SPARE NUMBER 116 111 SPARE NUMBER 111 Ila 4 24" X 30" TABLE PLYMOLD 2430UJE20 118 119 24 11 CHAIR PLYMOLD 6131550 i19 120 4 36" X 36" TABLE PLYMOLD 36036WE20 120 121 11=1 I 1 11 CONDIMENT COUNTER SPW CUSTOM {2i REVIEWED FOR CODE COMPLIANCE APPROVED :T SEP 2 9 2016 City of Tukwila BUILDING DIV(SION CITY OFTUKWILA AUG 2 3 2016 PERMIT CENTER W - „�ft-?��,� FLUME31NG LEGEND ' SYMBOL DESCRIPTION 'f 0 NOT !HATER 6iiPl"'i.i � - O COLD WATER SUPPLY ED DIRECT WASTE =--- OF FILTERED WATER Ell FLOOR SK NO GRATE -- FLOOR SIK In GRATE .... _..... _... s_ ........ _.__._........ _.__ ... FLOOR SK 3/4 CRATE FUNNEL DRAIN " - --------- AREA ! FLOOR DRAIN - GAS CQ O ECTION O BEVERAGE CONDUIT STUB -UP = - - STEAM CONNECTICN r FIELD CONNECTICN DRAIN LIKE ® VERIFY CONN. SIZE t REQ. TYPICAL G,46 CONNECTION 5/S" GYP. WALL W/ 5/5 WALL LINER, TYF. GAS PIPE SIZED PER MR SPECIFICATIONS FLEXIBLE GAS LINE TO EQUIP'., 5IZED PER MFC, 5P'EGIFICATION. ALLOW ENOUGH 5LAC:K LINE TO PULL EQUIP. 24" MIN. FROM WALL, TYP. RESTRAINING CABLE r./ i L Ji' r _— x.� ..----------------------- — — f \' r a r e fl6 p EE i# - / .. - �r I ,,� a �.. � � h ,• 'dr� t � r i ��. v � 3 /' -•s s r 5 �` ( s i - - -! . / r .i ... s._..<r' ✓._.. .%. %_:» ...i / %.,. s -. t .. 4__ r .., �% S_. ....F .!� s i fir'..- PL.UM51NG ROUGH -IN PLAN PLUMBING NOTES 1, ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD sERviCF AND RELATED EQUIPMENT AS SHOW'S ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER:NATIONAL AND LOCAL CODES. 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS; 1T SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 3, PLUM5INGe CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE($). S. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON PLANS PER LOCAL CODES; INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER 50 AS TO MAXIMIZE USABLE STORAGE SPACE. ro: ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED BY THE PLUMBER: 1, ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR CAP ABOVE FLOOD RIM OF RECEIVING FIXTURE S, THE PLUMBING CONTRACT OR; SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICEPANS, ETC., 50 AS TO ELIMINATE CONDENSATION FORMATION.. g. FLOOR SINKS SHALL BE FURNISHED AND INSTALLED 13Y THE PLUMBING CONTRACTOR IN LOCATIONS SHOWN, AND SUPPLIED WITH 3/4 GRATE OR A3 SPECIFIED. AREA DRAINS IF REQUIRED SHALL BE VERIFIED WITH THE ARCHITECT_ r , 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR 11. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JOB SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING. FLUOR TO THESE DRAINS. 12.. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT D15HWASHER(S), CLASS WASHER(S), STEAMER(S) AND OTHER EQUIPMENT, AS REQUIRED, 13. IT SHALL BE THE R.=6PON61BILiTY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR T14I5 PROJECT AND TO I=NSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE (EQUIPMENT. WATER TEMPERATURE TO THE DISHWASHER SHALL BE 1409. COORDINATE LOCATION OF WATER HEATED WITH KITCHEN EQUIPMENT CONTRACTOR, 14. THE PI_UM51NG CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S. PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. %i�ltl�ih"afYo�; "^ti+. �,^atp"it REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 9 2016 City of Tukwila BUILDING DIVISION .®e fr € 2 3 J E L .f z v�y`.yyr .".€z. rT n:t; F, ` is �w fyf 1'ffl LT I <> 5 t r: Vis:><,� r x ! xsaYsxk v:rnt:ssssa #<. < t.' �c �YP6v 3"'v3 �,3sF! v�,,ryrfx^ Y F funm.< yh rN:6Y'w'i:5?fi !i DV1,f E is M €FLE xL €F LFA £t m €ii<tIm jsw€fy2 Vs -€'1 snd%3c i bf.t in i?pit 3C CZ. M. :ly, r is SANC"E iso PLAN 4All { SSSS 5 n �v s5 ws 35hl,' s.. �2.h. . 3530 0 PRESSURE GAUGE GATE VALVE (TYPICAL) I I L~ PRESSURE RELIEF VALVE - 1 OUT� 69 PSI 0 I---- DISCHARGE TO FLOOR DRAIN L ~/12„ 69 PSI BUILDING SHUT-OFF VALVE DETAIL B NO SCALE p1 BA CKFL 0 W PREVENTER NOTES 1) AS MANUFACTURED BY "WATTS" OR EQUAL: RPBA = REDUCED PRESSURE #009QT DCVA = DOUBLE CHECK #007QT AVB = VACUUM BREAKER 2) VALVES TO BE LINE SIZE. )i _INSTALL AT THE FOLLOWING, LOCATIONS (MINIMUM), f . .. •,, ti ... , \" .. \,z ` r ..... A RPBA AT ESPRESSO MACHINE B) MOP SINK WITH INTEGRAL VACUUM BREAKER FAUCET C) RPBA FOUNTAIN SITE SUPPLY } E) BACKFLOW PREVENTERS SHALL BE MOUNTED ABOVE FLOOR PER UPC 2012, SEC. 603. RUN AIR GAP WASTES FROM RP DEVICES TO FLOOR SINK. IN❑TE= PIPE LENGTH & NUMBER OF FITTINGS TO INDIVIDUAL HEATERS SHALL BE EQUALI THERMOMETER THERMOMETER 1/2"H140F°-Z z < 3/4"HWS140F° WR RETURN BUILDING SUPPLY THERMOMETER 1 21'HWR 120F° -Z Z-- 120E- IIII I III ,V) a THERMOMETER = I PRESSURE BALANCED BALANCING VALVE/ IT THERMOSTATIC CONTROLLED 1 /2"HW SHUT-OFF VA. (TYP) 1-1 /2"CW BALANCING VALVE/ — SHUT-OFF VA. (TYP) 1-1 /2"CW — ( 1 "CW 1 "HW BACKFLOW PREVENTER (OR CHK. VA.) PER LOCM IRgn N 1 T&P VA. I I I , 0 TRAP LLI I SEISMIC PROOF• FLEX. 1-1 /2"HWS \ 3 i = Il VN 1-1 Z"HWS I / 1-1 /Z "HWS i 1-1/2"CW I 1-1/2"CW DRAIN VA. I NOTE: ANCHOR WATER HEATERS TO FLOOR AND STRAP TO WALL TO RESIST HORIZONTAL DISPLACEMENT OF EARTHQUAKE PER UPC -508.2. AMTROL ST -30 THERM-X-TROL EXPANSION TANK OR EQUAL. MOUNTING LEGS MIXING VALVE LAWLER MODEL 802 LEAD FREE OR EQUAL. INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. WH -2 T& P VA. i DRAIN VA. DISCH. RELIEF FULL SIZE SCHEMATIC DOMESTIC WATER HEATER DETAIL NO SCALE TRAP GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 703.2 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1/1. 5) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 707.1 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 6) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). 7) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREM(ERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 8) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 9) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 10) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 1 1) COMPLETE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING, PLUMBING AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 12) ALL EQUIPMENT SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. 13) PLUMBING CONTRACTOR SHALL CONNECT TO EACH PIECE OF EQUIPMENT WITH ALL REQUIRED ACCESSORIES AND IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES. 14) INSTALL SHUT OFF VALVES/STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE PER CODE. 15) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION. 16) PLUMBING LEGEND RELIEF SHALL COMPLY WITH SYMBOL DESCRIPTION SYMBOL DESCRIPTION CW COLD WATER PIPE - COLD WATER HW HOT WATER PIPE F FILTERED WATER CW: HW: - - HOT WATER W WASTE/SOIL PIPE — 140T HOT WATER (140'F) V VENT PIPE HWR HOT WATER RETURN - 900 - — — — - VENT G GAS PIPE 3" UL/NSF 3" 211 1/211 WASTE, SANITARY RL RAIN LEADER PIPE LAVATORY 1-1 /4" cW WASTE, GREASE WC1 PLUMBING FIXTURE TAG 1/2" P3 RL RAIN LEADER O PLAN NOTE #1 MPG GAS (t2PSIG) WH -1 WH #1 (EQUIP. TAG) P4 DRINKING FOUNTAIN GAS (7 IN-W.C.) EFFD FLOOR DRAIN W/ FUNNEL 1-1/2" 1/211 - Co CONDENSATE FS FLOOR SINK - - - 3/411 GATE VALVE IIE FD FLOOR DRAIN COLD WATER PEX ©GD GARAGE DRAIN `� HOT WATER PEX EOPD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO UDD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO ORD/OF ROOF/OVERFLOW DRAIN (3) BALANCING/SHUT-OFF VALVE SAD AREA DRAIN 21FCO FLOOR CLEANOUT (4) BALL VALVE ARCHITECTURAL FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. —T— WCO WALL CLEANOUT (5) PRESSURE GAUGE IZIGCO GRADE CLEANOUT UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75" 3/4" PIPE SIZE RELIEF VALVE 1" 1" PIPE SIZE 1.25" 1-1 /4" PIPE SIZE —I I L_ VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 001 VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE -1— BURIED PIPE C_ PIPE ELBOW UP -QR- REDUCED PRESSURE G- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER -o- PIPE TEE UP — PIPE TEE DOWN PRV PRESSURE REDUCING VALVE o—f- HOSE BIBB (WALL HYDRANT) PRESSURE GAUGE GATE VALVE (TYPICAL) I I L~ PRESSURE RELIEF VALVE - 1 OUT� 69 PSI 0 I---- DISCHARGE TO FLOOR DRAIN L ~/12„ 69 PSI BUILDING SHUT-OFF VALVE DETAIL B NO SCALE p1 BA CKFL 0 W PREVENTER NOTES 1) AS MANUFACTURED BY "WATTS" OR EQUAL: RPBA = REDUCED PRESSURE #009QT DCVA = DOUBLE CHECK #007QT AVB = VACUUM BREAKER 2) VALVES TO BE LINE SIZE. )i _INSTALL AT THE FOLLOWING, LOCATIONS (MINIMUM), f . .. •,, ti ... , \" .. \,z ` r ..... A RPBA AT ESPRESSO MACHINE B) MOP SINK WITH INTEGRAL VACUUM BREAKER FAUCET C) RPBA FOUNTAIN SITE SUPPLY } E) BACKFLOW PREVENTERS SHALL BE MOUNTED ABOVE FLOOR PER UPC 2012, SEC. 603. RUN AIR GAP WASTES FROM RP DEVICES TO FLOOR SINK. IN❑TE= PIPE LENGTH & NUMBER OF FITTINGS TO INDIVIDUAL HEATERS SHALL BE EQUALI THERMOMETER THERMOMETER 1/2"H140F°-Z z < 3/4"HWS140F° WR RETURN BUILDING SUPPLY THERMOMETER 1 21'HWR 120F° -Z Z-- 120E- IIII I III ,V) a THERMOMETER = I PRESSURE BALANCED BALANCING VALVE/ IT THERMOSTATIC CONTROLLED 1 /2"HW SHUT-OFF VA. (TYP) 1-1 /2"CW BALANCING VALVE/ — SHUT-OFF VA. (TYP) 1-1 /2"CW — ( 1 "CW 1 "HW BACKFLOW PREVENTER (OR CHK. VA.) PER LOCM IRgn N 1 T&P VA. I I I , 0 TRAP LLI I SEISMIC PROOF• FLEX. 1-1 /2"HWS \ 3 i = Il VN 1-1 Z"HWS I / 1-1 /Z "HWS i 1-1/2"CW I 1-1/2"CW DRAIN VA. I NOTE: ANCHOR WATER HEATERS TO FLOOR AND STRAP TO WALL TO RESIST HORIZONTAL DISPLACEMENT OF EARTHQUAKE PER UPC -508.2. AMTROL ST -30 THERM-X-TROL EXPANSION TANK OR EQUAL. MOUNTING LEGS MIXING VALVE LAWLER MODEL 802 LEAD FREE OR EQUAL. INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. WH -2 T& P VA. i DRAIN VA. DISCH. RELIEF FULL SIZE SCHEMATIC DOMESTIC WATER HEATER DETAIL NO SCALE TRAP GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 703.2 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1/1. 5) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 707.1 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 6) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). 7) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREM(ERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 8) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 9) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 10) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 1 1) COMPLETE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING, PLUMBING AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 12) ALL EQUIPMENT SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. 13) PLUMBING CONTRACTOR SHALL CONNECT TO EACH PIECE OF EQUIPMENT WITH ALL REQUIRED ACCESSORIES AND IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES. 14) INSTALL SHUT OFF VALVES/STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE PER CODE. 15) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION. 16) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 17) VENT LENGTH SHALL NOT EXCEED 2012 -UPC -TABLE -703.2 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 703.2) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) MAX. 3 WATER CLOSETS ON HORIZONTAL BRANCH AND 4 WATER CLOSETS ON VERTICAL STACK ON ANY 3" WASTE. (TYP.) 24) CLOTHES WASHING AREA W/ CLOTHES WASHERS IN A BATTERY OF THREE (3) OR MORE CLOTHES WASHERS SHALL BE RATED AT 6 FIXTURE UNITS EACH. 25) EACH VENT SHALL RISE 6" ABOVE THE FIXTURE FLOOD RIM BEFORE OFFSETTING HORIZONTALLY OR CONNECTING TO ANY OTHER FIXTURE PER UPC -2012-905.3 26) VERIFY OVERFLOW DRAIN REQUIREMENTS FOR DISCHARGE WITH LOCAL JURISDICTION PRIOR TO CONSTRUCTION. DOMESTIC HOT WATER CIRCULATING PUMP SCHEDULE DESIGNATICN: PLU ING FIXTURE CONNECTION SCHEDULE MODEL: UP 15-18 B5 OR EQUAL DESIGNATION: INLINE ITEM: 5 TRAP: 8.5 WASTE: VENT: CW: HW: VOLTAGE: Pi PHASE: WATER CLOSET WEIGHT (LBS): 3" PHASE: 3" 2" 1/21' - 900 P 1 A WATER CLOSET (ADA) LISTING: 3" UL/NSF 3" 211 1/211 - P2 LAVATORY 1-1 /4" 1-1 /2" 1-1/2" 1/29' 1/2" P3 URINAL 2" 2" 1-1 /2" 3/4" - P4 DRINKING FOUNTAIN 1-1/4" 1-1/2" 1-1/2" 1/211 - P5 WALL HYDRANT - - - 3/411 - NOTES: (1) SEE PLUMBING FIXTURE SCHEDULE FOR FIXTURE SPECIFICATIONS. (2) ALL HANDICAPPED FIXTURES SHALL BE APPROVED FOR USE BY DISABLED PERSONS. (3) ALL FIXTURES SHALL COMPLY WITH THE WATER CONSERVATION ACT REQUIREMENTS. (4) COORDINATE WITH ARCHITECTURAL FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. Nochanges 5 (5) NO UNDERGROUND WASTE PIPING LESS THAN 2". of aVork %-V! Tulkvil NOTE: Revisions and ma includ DOMESTIC HOT WATER CIRCULATING PUMP SCHEDULE DESIGNATICN: HWCP-1 & 2 MANUFACTURER: GRUNDFOS OR EQUAL MODEL: UP 15-18 B5 OR EQUAL TYPE: INLINE G.P.M.: 5 HEAD (FT -H20): 8.5 RPM: VARIES MOTOR: .74 AMP MAX VOLTAGE: 115 PHASE: 1 WEIGHT (LBS): 6 GAS WATER HEATER SCHEDULE DESIGNATION: MANUFACTURER: WH -1 & 2 ZONE: TZ -600 -ECA BUILDING COMMON AREA MANUFACTURER: GREASE CAPACITY (LBS) BRADFORD WHITE MODEL: GREASE TRAP SIZED PER 2012 -UPC 1014.2.1 EF-10OT-199E-3N GAS TYPE: 3 COMP. SINK DIMENSIONS: 16"x20"x14"=4480 CUBIC NATURAL GAS INPUT (MBH): INCH x 1 BOWLS = 2560 CUBIC INCHES 199 VOLTAGE: TOTAL VOLUME = 27,578 CUBIC INCHES. 120 PHASE: CAPACITY. 1 SHIPPING WEIGHT (LBS): 900 CAP. U.S. GAL. 100 LISTING: UL/NSF REMARKS: (1)(2)(3)(4) NOTES: (1) WITH P/T VALVE, VERTICAL DRAFT, AND INTERMITTENT IGNITION DEVICE. (2) ANCHOR TO FLOOR AND STRAP WATER HEATERS FOR EARTHQUAKE PROTECTION PER CODE. (3) FURNISH, INSTALL AND ARRANGE FOR BOILER INSPECTIONS AND MODIFICATIONS WHERE REQUIRED BY LOCAL/STATE JURISDICTIONS. COORDINATE WITH EQUIPMENT MANUFACTURER. (4) WATER HEATERS SHALL BE A.S.M.E. LISTED WHERE REQUIRED BY THE LOCAL/STATE JURISDICTIONS. SEPARATE PERMIT REQUIRED FOR: antc Electrics! 0 Plumbbig 0 Gas CRY ofT REV1SIORS all be made to the scope hcul prior approval of Building Division. ill require a new plan submittal additional plan review fees. a GREASE TRAP SCHEDULE DESIGNATION: G-1 MANUFACTURER: TRAPZILLA MODEL: TZ -600 -ECA FLOW RATE (GPM) 75 GREASE CAPACITY (LBS) 635.6 GREASE TRAP CALCULATION: GREASE TRAP SIZED PER 2012 -UPC 1014.2.1 3 COMP. SINK DIMENSIONS: 16"x20"x12"=3840 CUBIC INCH x 3 BOWLS = 11520 CUBIC INCHES 3 COMP. SINK DIMENSIONS: 16"x20"x14"=4480 CUBIC INCH x 3 BOWLS = 13440 CUBIC INCHES MOP SINK DIMENSIONS: 16"x20"x8"=2560 CUBIC INCH x 1 BOWLS = 2560 CUBIC INCHES FLOOR DRAIN DIMENSIONS:6" DIA. =29 CUBIC INCH x 2 FD = 58 CUBIC INCHES TOTAL VOLUME = 27,578 CUBIC INCHES. 27,578/231= 119.39 GALLONS. 119.39X.75(FILL FACTOR)=89.54 GALLONS MAX. CAPACITY. USE 2 MIN DRAIN TIME FOR GREASE TRAP SIZING. GREASE TRAP SIZE = 75 GPM GREASE CAPACITY. FILE COPY `Permit No., Planreview approval is subject to errors and omissi Approval of construction documents does not autha the �Jblation of any adopted code or ordinance. Re( f approved Field Copy and conditions is acknowled Date: < City of Tuna BUILDING DIVISION i I LTR REVIEWED FOR CODE COMPLIANCE RECEIVED SHEET INDEX �APPROVUCIaY OPTUKWILA ,, r SEP 16 2016 P1.0 GENERAL NOTES, SCHEDULES, DETAILS AND LEGEND '�l P2.0 1ST FLOOR PLAN -PLUMBING UNDERGROUND :'ERMIT CENTER lity Of TuK vi Ut P3.0 1ST FLOOR PLAN - PLUMBING ABOVEGROUND A.BOSSEIN ENGINEERING L.L. C MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService®abossein.com WEBSITE: www.abossein.com 21891 LCITY COMMENT REVISION 09/02/2016 Job No.: 215037 Date: 09/14/2016 ( 1 OF 3) M w A w �A �w w� oa E"I ww Revisions: LCITY COMMENT REVISION 09/02/2016 Job No.: 215037 Date: 09/14/2016 ( 1 OF 3) L;j 0 GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 703.2. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 707.1 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 6) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HAND[ -LAV GUARD (OR EQUAL). 7) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 8) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 9) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 10) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 11) COMPLETE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING, PLUMBING AND HEALTH CODESAND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 12) ALL EQUIPMENT SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. 13) PLUMBING CONTRACTOR SHALL CONNECT TO EACH PIECE OF EQUIPMENT WITH ALL REQUIRED ACCESSORIES AND IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES. 14) INSTALL SHUT OFF VALVES/STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT PER CODE. 15) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION. 16) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 17) VENT LENGTH SHALL NOT EXCEED 2012 -UPC -TABLE -703.2. 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 17. SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 703.2) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) MAX. 3 WATER CLOSETS ON HORIZONTAL BRANCH AND 4 WATER CLOSETS ON VERTICAL STACK ON ANY 3" WASTE. (TYP.) 24) CLOTHES WASHING AREA W/ CLOTHES WASHERS IN A BATTERY OF THREE (3) OR MORE CLOTHES WASHERS SHALL BE RATED AT 6 FIXTURE UNITS EACH. 25) EACH VENT SHALL RISE 6" ABOVE THE FIXTURE FLOOD RIM BEFORE OFFSETTING HORIZONTALLY OR CONNECTING TO ANY OTHER FIXTURE PER UPC -2012-905.3 26) VERIFY OVERFLOW DRAIN REQUIREMENTS FOR DISCHARGE WITH LOCAL JURISDICTION PRIOR TO CONSTRUCTION. F � . f, ..;,," •..' ...;•; w : 4•'10 i Y 796 MBH PLUMBING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION CW COLD WATER PIPE 741 COLD WATER 406 MBH 346 MBH FVV FILTERED WATER 200 MBH HOT WATER PIPE MAU 15'(1 - 1 /2 ") HOT WATER WO WASTE/SOIL PIPE —140T HOT WATER (140'F) OVENT PIPE "wR HOT WATER RETURN = 335 MBH \ _ \ _ VENT ^ GAS PIPE 1 139 MBH o rn Ln rn I I I WASTE, SANITARY RL RAIN LEADER PIPE a— CD CD co 0 CD C-0 Ln CN GW— WASTE, GREASE P1 PLUMBING FIXTURE TAG �p RL RAIN LEADER O PLAN NOTE #1 MPG GAS (f2PSIG) WH -1 WH #1 (EQUIP. TAG) WATE WATER 4 84 G GAS (7 IN-W.C.) Uo FFD FLOOR DRAIN W/ FUNNEL HEATER CONVECTION CONVEECTION GRIDDLE _CD CONDENSATE 0 FS FLOOR SINK OVEN OVEN r i GATE VALVE 92 FD FLOOR DRAIN COLD WATER PEX ©GD GARAGE DRAIN HOT WATER PEX MPD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO Uo DD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO 9ZRD/OF ROOF/OVERFLOW DRAIN #67 BALANCING/SHUT-OFF VALVE ©AD AREA DRAIN i FIREPLACE FRYER 0FCO FLOOR CLEANOUT BROILER BALL VALVE OVEN - WCO WALL CLEANOUT PRESSURE GAUGE IZIGCO GRADE CLEANOUT —SIF-- UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75" �, 3/4 PIPE SIZE " RELIEF VALVE 1 1 PIPE SIZE 1.25" 1-1/4" PIPE SIZE -J I L- VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 0 VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE ��� BURIED PIPE o- PIPE ELBOW UP _ _ REDUCED PRESSURE G- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER -o- — PIPE TEE PIPE TEE DOWN PRV PRESSURE REDUCING VALVE GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 703.2. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 707.1 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 6) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HAND[ -LAV GUARD (OR EQUAL). 7) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 8) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 9) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 10) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 11) COMPLETE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING, PLUMBING AND HEALTH CODESAND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 12) ALL EQUIPMENT SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. 13) PLUMBING CONTRACTOR SHALL CONNECT TO EACH PIECE OF EQUIPMENT WITH ALL REQUIRED ACCESSORIES AND IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES. 14) INSTALL SHUT OFF VALVES/STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT PER CODE. 15) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION. 16) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 17) VENT LENGTH SHALL NOT EXCEED 2012 -UPC -TABLE -703.2. 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 17. SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 703.2) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) MAX. 3 WATER CLOSETS ON HORIZONTAL BRANCH AND 4 WATER CLOSETS ON VERTICAL STACK ON ANY 3" WASTE. (TYP.) 24) CLOTHES WASHING AREA W/ CLOTHES WASHERS IN A BATTERY OF THREE (3) OR MORE CLOTHES WASHERS SHALL BE RATED AT 6 FIXTURE UNITS EACH. 25) EACH VENT SHALL RISE 6" ABOVE THE FIXTURE FLOOD RIM BEFORE OFFSETTING HORIZONTALLY OR CONNECTING TO ANY OTHER FIXTURE PER UPC -2012-905.3 26) VERIFY OVERFLOW DRAIN REQUIREMENTS FOR DISCHARGE WITH LOCAL JURISDICTION PRIOR TO CONSTRUCTION. F � . f, ..;,," •..' ...;•; w : 4•'10 i Y 796 MBH ABOSSEIN ENGINEERING L.L. C MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService®abossein.com WEBSITE: www.abossein.com 0 z E- E -1 H z zx cn H �E E cn H cn 15'(1-1/4") V 10'(1-1/4") 5'(1-1/4") 741 MBH 406 MBH 346 MBH 200 MBH MAU 15'(1 - 1 /2 ") `•. ^-. 5'(1-1/4") 5 (1 -1/4")UNIT .. .-. .. 596 MBH N m 398 MBH _ _ = 335 MBH \ _ \ _ \M ^ v� 1 139 MBH o rn Ln rn I I I '-':2 r Qi a— CD CD co 0 CD C-0 Ln CN �p m �m�m Q' 00 WATE WATER 4 84 86 GAS METER HEATER HEATER CONVECTION CONVEECTION GRIDDLE OVEN OVEN OVEN r i I Q Ln� PLUMBING GAS PIPING RISER A Ln NO SCALE i ��P3"/ #67 #67.1 #64 BBQ i FIREPLACE FRYER GRIDDLE ABOSSEIN ENGINEERING L.L. C MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService®abossein.com WEBSITE: www.abossein.com 0 z E- E -1 H z zx cn H �E E cn H cn V 15' (1 ") 200 MBH Fl -1 � I a� 3'(1-1/2") 2(1-1/4") •-• _ ^ _ , 488 MBH 200 MBH 0 '-':2 T� V P4 �p m �m�m Q' 00 - 00 / �- •... Q i r I Q Ln� Ln C1400 ink Ln i #66 #67 #67.1 #64 BBQ i FIREPLACE FRYER GRIDDLE SALAMANDER BROILER OVEN Ail/ ABOSSEIN ENGINEERING L.L. C MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService®abossein.com WEBSITE: www.abossein.com 0 z E- E -1 H z zx cn H �E E cn H cn Job No.: 215037 Date: 09/14/2016 X 3.0 (3 OF 3) V h-1 Fl -1 � I a� W A a� 0 T� V P4 0 w Q' Revisions: ACITY COMMENT REVISION 09/02/2016 Job No.: 215037 Date: 09/14/2016 X 3.0 (3 OF 3) o UJ UJ SUPPLIER 0) �u U a� D f --MODEL C3 DESCRIPTION MANUFACTURER ELECTRICAL PLUMBING NUMBER V r 0- o o 0 0 < F < m > 0- v ELECTRICAL NOTES D 0 VI PLUMBING NOTES O € 2 COFFEE GRINDER NUOVA 51MONELLI MDX 3.0 120 1 C4P NEMA 5-15P { 2 1 KNOCK BOX POLAR WARE E06064 -KB 2 3 1 :SLIM JIM RUBBERMAID %3540005RN I 3 4 I DIPPERWELL FISHER 13838 1/2 FS 4 1 UNDERCOUNTER REFRIGERATOR HOSHIZAKI CR'1R21 2.6 120 1 C4P NEMA 5-15P 5 6I I ESPRESSO MACHINE= INUOVA SIMONELLI APPIA 2GRP 1 14.0 1 220 1 1 C4P NEMA 6-20P 112 FS 6 1 1 WATER FILTER NUOVA 51MONELLI 112 1 8 1 DROP-IN ICE BIN GLASTENDER 01-1B12FS 8 9 1 P05 BY OUNER VFY 120 1 DCO VERIFY REQUIREMENTS W/ OUJNER 3 10 1 1 FRONT COUNTER BY G.G 1 10 11 1 REFRIGERATED DISPLAY CASE 5MCTURAL HM5C3 1 15.8 1 120 f C4P NEMA 5-20P 11 12 SPARE NUMBER 12 13 SPARE NUMBER 13 14 1 BACK COUNTER BY G.0 14 15 1 DROP-IN SINK ADVANCE DI -1-10 FS 15 16 1 FAUCET T45 5-1141 1/2 1/2 116 11 1 1 SYRUP RACK 1BAFZSREEN 11 18 i COFFEE BREWER 15LOOMFIELD 8186TF 15.0 120 1 J50X 1/2 18 19 1 ICED TEA BREWER BLOOMFIELD 8142-3G 13.0 120 1 C4P NEMA 5-15P 1/2 13 20 =1 2 BLENDER HAMILTON BEACH HBH45OR 1 120 1 C4P 20 21 =1 1 I BLENDER RINSER HAMILTON 5CRI00 1/2 21 22 C= 1 I DROP-IN HAND5INK ADVANCE DI -1-10 1 1-112 22 23 =1 1 FAUCET I T45 8-1141 I/2 1/2 23 24 SPARE NUMBER 24 25 SPARE NUMBER 25 26 1 SOILED D15HTABLE W/ SCRAP SINK ADVANCE DT6-510-12R F6 26 21 1 DOUBLE SLANT RACK ADVANCE DT -6R-12 21 28 =1 1 11 PRE -RINSE T4S. B-0133 1 1/2 1/2 26 29 1 VENTLES5 D16HMACHINE H05ART AM15VL-2 249 206-240 3 JBOX SI1 LE -POINT CONN. WI BOOSrI=R I/2 I/2 Fa 2g BOOSTER HEATER BUILT-IN ITEM X23 9 208-240 3 J50X SINGLE -POINT CONN. W1 DISHWASHER 30 1 CLEAN DISHTAIBLE/3 COMPARTMENT SINK ADVANCE DTC -3-{620-96L FS 3@ 30.1 cm 1 PRE=RINSE W/ ADD-ON FAUCET T46 8.0133-ADF12 1/2 1/2 30.1 31 =1 1 FAUCET T45 8-0231 1/2 1/2 31 32 1 11 OVERHEAD WALL SHELF ADVANCE PS -15-84 32 33 1 HANDSINK ADVANCE 1-P5-66 1-i/2 33 34 =1 1 FAUCET T46 5-1146 1/2 .1/2 1 34 35 SPARE NUMBER 35 36 1 MOP SINK EAGLE FI916-X 2 36 31 1 FAUCET I T45 B-0652 1/2 112 31 38 1 1 OVERHEAD MOP HOLDER EAGLE U50824 -16/3-X 38 39 1 ICE MACHINE W/ BIN HOSHfZAKI KM-515MAH Ili 120 1 J50X 1/2 FS 313 39.1 1 WATER FILTER HOSHIZAKI HW20-51 1 1 1/2 33.1 40 1 FLOOR TROUGH EAGLE FT -1224 -FG 2 40 41 SPARE NUMBER 41 42 i 1 WALK-IN COOLER IMPERIAL 1 120 1 JBOX VERIFY REQUIREMENTS W/SHOP DLZ 42 42.1 I BLOWER COIL IMPERIAL L5C052AMC6K 1.0 120 1 J50X VERIFY REQUIREMENTS W/SHOP DWG FS VERIFY REQUIREMENTS W/SHOP' DWG 42.1 42.2 1 CONDENSING UNIT IMPERIAL MOH005X62CFMT-E 1/2 208-230 1 JBOX VERIFY REQUIREMENTS W15HOP DWG 42.2 43 ILOT COOLER SHELVING FOCUS 1 43 44 I 2 -COMP SINK ADVANCE 93-22-40-3081- FS 1 44 44.1 =1 1 2 FAUCET I T45 8-0231 1/2 1/2 44,1 45 =1 1 2 it WALL SHELF ADVANCE W5-12.36 45 45.1 2 1 WALL SHELF ADVANCE 1118.12-84 45.1 46 1 1 WORKTABLE ADVANCE AG -305 46 41 11=3 I IWOR1<TA5LE ADVANCE TFAG-308 41 48 =1 1 I UNDERCOUNTER REFRIGERATOR 1HO5HIZAKI CRMR21 2.6 120 1 C4P NEMA 5-15P 1 48 43 I 1 UNDERCOUNTER FREEZER HOSHIZAKI CRMF21 3.4 120 1 C4P NEMA 5=15P 43 50 1 SPARE NUMBER 50 51 1 SLIM JIM RUBBERMAID FG354000BLA 51 52 1 REFRIGERATED PREP TABLE H06HIZAKI CRMR60-16 1 5.5 120 1 C4P NEMA 5-15P 52 53 1 WORKTABLE ADVANCE KMS -305 53 54 2 WALL SHELF ADVANCE W5-15.36 .54 55 SPARE NUMBER 55 56 SPARE NUMBER 56 51 1 COUNTERTOP FOOD WARMER WELLS HW/5MP 15.0 120 1 C4P NEVA 5-15P 51 58 it 1 11 SPARE NUMBER 5S 53 SPARE NUMBER 59 60 SPARE NUMBER 60 61 =1 I PASS-THRU SHELF ADVANCE PA -24-84-2 61 62 =1 1 HEAT LAMP HATCO GRAN -48D3 i0b 1 208 1 IJBOX 62 63 1 REFRIGERATED EQUIPMENT STAND HOSHIZAKI CRE5,43 3.1 120 1 C4P 63 64 =I 1 1 48" BROILER I5OUTH5END HDC -48 1 3/4 160K 64 65 1 REACH -IN FREEZER HOSHIZAKI CFI6-F5 9.0 120 1 C4P NEMA 5-15P,5 66 1 1 FRYER PITCO SG14-5 3/4 110K 66 61 1 6 BURNER 4 24" GRIDDLE W/ (2) OVEN BASE SOUTHBEND 5600-2TR 3/4 286k 61 61.1 1 SALAMANDER 6OUTHBEND P36 -RAD 3/4 40K 61.1 68 SPARE NUMBER 68 69 1 TYPE I EXHAUST HOOD CAPTIVE -AIRF 120 1 J50X VERIFY REQ. W/ MFG SPECS 4 DUB 613 10 1 EXHAUST FAN CAPTIVE -AIRF 15:8 208 3 J50X VERIFY REQ. W/ I"Fi 4 SPECS 4 DX6 1 10 11 11 MAKE-UP AIR FOR ITEMS X63 4 #13 CAPTIVE-AIRE 21.1 208 3 JBOX VERIFY REQ. W/ MFG SPECS 4 DUX:6 I 1 334.1K VERIFY REQ. W/ MFG SPE=CS 4 DUX3S 11 12 1 HOOD CONTROL PANEL CAPTIVE -AIRF 120 1 JBOX VERIFY REQ. W/ MFG SPECS 4 DUGS 12- 13 1 FIRE SUPRE55ION SYSTEM AAA .FIRE 4 SAFETY 1 13 14 I HAND5lNK 1ADVANCE 1 -P5 -b6 1-1/2 14 15 1 FAUCET IT4515-1146 1/2 1/2 15 16 =1 1LOT I DRY STORAGE SHELVING FOCUS 16 11 15PARENUMBER 11 18. SPARE NUMBER 18 13 11=3 f TYPE 1 EXHAUST HOOD CAPTIVE-AIRE 120 1 1 JBOX VERIFY REQ. W1 MFG SPECS 4 DUJ35 1 113 80 1 EXHAUST FAN CAPTIVE -AIRF 4.6 208 3 JBOX VERIFY REQ. W1 MFCs SPECS 4 DW35 80 81 SPARE NUMBER I Igi 82 1 14001) CONTROL PANEL CAPTIVE -AIRF 120 1 JBOX VITRIFY REQ. U1/ MKz SPECS 4 DWGS 82 83 =1 I FIRE SUFREE61ON SYSTEM AAA FIRE 4 SAFETY 83 84 1 DOUBLE CONVECTION OVEN BLODGETT ZEPH-200-G-DBL (0.0 (2)120 1 C4P (2).3/4 1 60K 84 65 it SPARE NUMBER 85 86 1 6 BURNER 4 243' GRIDDLE W/ (2) OVEN BASE 50UTH5END 560OD-2TR 3/4 286k 86 81 I I I I IWORKTA5LE I ADVANCE KM5LAG-304-X 61 88 1 WALL SHELF ADVANCE WS -12-48 S8 89 2 2 DOOR REACH -IN REFRIGERATOR HOSHIZAKI CR25-F5 5.8 120 I C4P NEMA 5-15P gg g0 I WORK TABLE W/ OVERSHELF ADVANCE MS -3010 90 31 1 UNDERCOUNTER FREEZER HOSHIZAKI GRMF21 3.4 120 1 1 C4P NEMA 5-15P sl 92 SPARE NUMBER g2 33 I MOBILE HEATED CABINET 1CRE5COR H -135 -UA -11-R 12.6 1 120 1 04P NEMA 5-15P 93 34 SPARE NUMBER 134 35 SPARE' NUMBE=R 95 96 SPARE NUMBER S& 31 I 3 -COMP SINK ADVANCE FC-3-1620-24RL-X F5 131 98 I PRE -RINSE W/ ADD-ON FAUCET T46 5-0261 1/2 1/2 gp 99 2 1 WALL SHELF JADVANCE W5-1248 1313 100 1 UNDERCOUNTER D15HMACHINE I H05ART LXER-2 32.5 120/208-240 1 J50X I 1 .3/4 1 F5 100 1 1 COMPARTMENT PREP SINK DVANCE FG -1 -1620 -ISL -C Fa 101 1 I COMPARTMENT PREP SINK ADVANCE FC-1-1620-I5R-X FS 101.1 I WALL SHELF ADVANCE WS -f2-12 f0f2 M104 2 FAUCET T45 B-0231 1/2 1/2 102 1 HAND51NK ADVANCE71-PS-66 1-1/2 103 I FAUCET Tay 8-1146 112 1/2 104 cm LOT DRY STORAGE SHELVING. FOCUS 105 106 SPARE NUMBE=R 106 101 SPARE' NUMBER 1101 108 It 16 I FOLDING TABLE PS FURNITURE H06001 106 109 11=1 8 FOLDING TABLE PS FURNITURE H03012 Im 110 =1 4 TABLE DOLLY PS FURNITURE CO-APTG12 110 III =1 150 CHAIR PS FURNITURE C600WWH/CH III 112 =1 3 DOLLY TRUCK IF5 FURNITURE HD -PMD 112 113 1 BANQUET COUNTER BY G.C. 113 114 11=31 it 1 I DROP-IN HANDS€NIC. ADVANCE DI -1-10 1 1-1/2 114 115 =1 1 FAUCET T46 8-1141 1/2 I/2 115 il6 SPARE NUMBER 116 111 SPARE NUMBER 111 Ila 4 24" X 30" TABLE PLYMOLD 2430UJE20 118 119 24 11 CHAIR PLYMOLD 6131550 i19 120 4 36" X 36" TABLE PLYMOLD 36036WE20 120 121 11=1 I 1 11 CONDIMENT COUNTER SPW CUSTOM {2i REVIEWED FOR CODE COMPLIANCE APPROVED :T SEP 2 9 2016 City of Tukwila BUILDING DIV(SION CITY OFTUKWILA AUG 2 3 2016 PERMIT CENTER W - „�ft-?��,� FLUME31NG LEGEND ' SYMBOL DESCRIPTION 'f 0 NOT !HATER 6iiPl"'i.i � - O COLD WATER SUPPLY ED DIRECT WASTE =--- OF FILTERED WATER Ell FLOOR SK NO GRATE -- FLOOR SIK In GRATE .... _..... _... s_ ........ _.__._........ _.__ ... FLOOR SK 3/4 CRATE FUNNEL DRAIN " - --------- AREA ! FLOOR DRAIN - GAS CQ O ECTION O BEVERAGE CONDUIT STUB -UP = - - STEAM CONNECTICN r FIELD CONNECTICN DRAIN LIKE ® VERIFY CONN. SIZE t REQ. TYPICAL G,46 CONNECTION 5/S" GYP. WALL W/ 5/5 WALL LINER, TYF. GAS PIPE SIZED PER MR SPECIFICATIONS FLEXIBLE GAS LINE TO EQUIP'., 5IZED PER MFC, 5P'EGIFICATION. ALLOW ENOUGH 5LAC:K LINE TO PULL EQUIP. 24" MIN. FROM WALL, TYP. RESTRAINING CABLE r./ i L Ji' r _— x.� ..----------------------- — — f \' r a r e fl6 p EE i# - / .. - �r I ,,� a �.. � � h ,• 'dr� t � r i ��. v � 3 /' -•s s r 5 �` ( s i - - -! . / r .i ... s._..<r' ✓._.. .%. %_:» ...i / %.,. s -. t .. 4__ r .., �% S_. ....F .!� s i fir'..- PL.UM51NG ROUGH -IN PLAN PLUMBING NOTES 1, ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD sERviCF AND RELATED EQUIPMENT AS SHOW'S ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER:NATIONAL AND LOCAL CODES. 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS; 1T SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 3, PLUM5INGe CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE($). S. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON PLANS PER LOCAL CODES; INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER 50 AS TO MAXIMIZE USABLE STORAGE SPACE. ro: ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED BY THE PLUMBER: 1, ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR CAP ABOVE FLOOD RIM OF RECEIVING FIXTURE S, THE PLUMBING CONTRACT OR; SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICEPANS, ETC., 50 AS TO ELIMINATE CONDENSATION FORMATION.. g. FLOOR SINKS SHALL BE FURNISHED AND INSTALLED 13Y THE PLUMBING CONTRACTOR IN LOCATIONS SHOWN, AND SUPPLIED WITH 3/4 GRATE OR A3 SPECIFIED. AREA DRAINS IF REQUIRED SHALL BE VERIFIED WITH THE ARCHITECT_ r , 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR 11. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JOB SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING. FLUOR TO THESE DRAINS. 12.. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT D15HWASHER(S), CLASS WASHER(S), STEAMER(S) AND OTHER EQUIPMENT, AS REQUIRED, 13. IT SHALL BE THE R.=6PON61BILiTY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR T14I5 PROJECT AND TO I=NSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE (EQUIPMENT. WATER TEMPERATURE TO THE DISHWASHER SHALL BE 1409. COORDINATE LOCATION OF WATER HEATED WITH KITCHEN EQUIPMENT CONTRACTOR, 14. THE PI_UM51NG CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S. PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. %i�ltl�ih"afYo�; "^ti+. �,^atp"it REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 9 2016 City of Tukwila BUILDING DIVISION .®e fr € 2 3 J E L .f z v�y`.yyr .".€z. rT n:t; F, ` is �w fyf 1'ffl LT I <> 5 t r: Vis:><,� r x ! xsaYsxk v:rnt:ssssa #<. < t.' �c �YP6v 3"'v3 �,3sF! v�,,ryrfx^ Y F funm.< yh rN:6Y'w'i:5?fi !i DV1,f E is M €FLE xL €F LFA £t m €ii<tIm jsw€fy2 Vs -€'1 snd%3c i bf.t in i?pit 3C CZ. M. :ly, r is SANC"E iso PLAN 4All { SSSS 5 n �v s5 ws 35hl,' s.. �2.h. . 3530 0