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Permit PG19-0120 - TRU BY HILTON - WATER, DRAIN AND SEWER PIPING. FURNISH AND INSTALL ALL PLUMBING FIXTURES THROUGHOUT BUILDING.
TRU BY HILTON 395 CORPORATE DR S Apn: 2623049075 FINALED 02/04/2021 PGI9-0120 0 0 Parcel No: Address: �~^�xx °�� Tukwila ~~�~� v�n . K�nx���ua Department of Community Development 63O08outhcenuyrBoulevard, Suite #1OO Tukwila, Washington 9O1O8 Phone:2U6~u31'367U Inspection Request Line: 206-438'9350 Web site: http://www,TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 2623049075 395 CORPORATE DR S Project Name: TRU BY HILTON Permit Number: PG19'0120 Issue Date: 9/26/2019 Permit Expires On: 3/I4/2020 Owner: Name: SEATAC HOTEL GROUP LLC 4OI3SAINT CHARLESDR, RED0NG, WA, 96002 Contact Person: Nome: DAN|ELORR Phone: B60694-2552 Contractor: Name: BATES PLUMBING Phone: (360)575-3333 Address: I858ROD|ELN'UJNGV|EVV WA, 98632 License No: 8AT[SP*951PO Expiration Date: 3/30/2020 Lender: ''' DESCRIPTION OF WORK: WATER, DRAIN AND SEWER PIPING. FURNISH AND INSTALL ALL PLUMBING FIXTURES THROUGHOUT BUILDING. INSTALL HOT WATER HEATING SYSTEM ASREQUIRED FOR BUILDING AND LAUNDRY FACILITIES. INCLUDES INSTALLATION OFAGREASE INTERCEPTOR TWO WATTS REDUCED PRESSUSEPRINCIPLE ASSEMBLIES (RPPA)FOTTHE COFFEE MACHINE AND HOT WATER. Valuation ofWork: $808000.00 Water District: TUKW|LA Sewer District: TUKWILA Fees Collected: $8,405.92 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 015 20152015 2015 2015 National Electrical Code: VVACities Electrical Code: VVACZ96-46D: WA State Energy Code: 2017 20172017 2015 Permit Center Authorized Sign atu r,r:�Aluf /il106A"�l Date: 5 I hearby certify that I have read and examined this permit and know the same to be true and correct. Al( provisions of law and ordMances 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 orlocal laws regulating construction orthe performance of work. Iamauthorized tnsign and obtain this development permit andaAreowthe conditions attached tnthis permit, � Signature: Print Name: 1.�wxtx 4� o Date: This permit shall become nuUand void ifthe work isnot commenced within 18Odays for the cEateufissuance, orif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: ***PLU[NB|NG/GASPIPING PERMIT ODNDITK}NS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: Noportion nfany plumbing system urgas piping shall beconcealed until inspected and approved. 6: All plumbing and gas piping systems shall betested and approved asrequired bythe Plumbing Code and Fuel Gas Code. Tests shall beconducted inthe presence ufthe Plumbing Inspector. |tshall bethe duty of the holder of the permit to make sure that the work will, stand the test prescribed before giving notification that the work isready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall beinsulated tominimum 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 180avQe. 9: Piping through concrete ormasonry walls shall not besubject tnany load from building construction. No plumbing piping shall be directly embedded in concrete ormasonry, Dl All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls o,partitions shall beprotected inaccordance with the requirements ofthe building code. ll: Piping inthe ground shall belaid nnafirm bed for its entire length. Trenches shall bebachfiUedinthin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfi|ifrozen earth, orconstruction debris. IZ: 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 orany other ordinance nfthe 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 nrother 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 482ofWashington State Amendments 15: GREASE INTERCEPTOR SHALL BE INSTALLED AND MAINTAINED PER MANUFACTURER'S SPECIFICATIONS. MAINTENANCE LOG SHALL BEKEPT ONSITE, 16: Installation ufReduced Pressure Principle Assemblies require aseparate Public Works Inspection, call 2O§' 438,9350min.24hrsinxdvancetouchpdu|e RPPAshaU be installed per manufacturers specifications ( min. IZ"verdca| and 6" horizontal clearance required) and tested by a certified tester upon installation. Passing test reports shall be given to the Public Works Inspector. Thereafter RwP4s shall be tested annually atthe property owner's expense and test reports forwarded to Tukwila Water Dept,6UOu1ink|*rBlvd, Tukwila, VVA98lQ8'phone ZO6433'l86O, PERMIT |wSPECT|ON$REQUIRED Permit Inspection Line: (306)438-935V 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH'|NPLUM8|NG 9001 UNDERGROUND CITY OF TUKWII Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. ?c,t ou-o Project No. Date Application Accepted: Date Application Expires: 2'01:7 or office only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Tenant Name: 95 Corporate Driv iji PROPERTY OWNER Name: Seatac Hotel Group Address: 4813 St. Charles Drive City: Redding State: CA Zip: 96002 CONTACT PERSON — person receiving all project communication Name: Daniel Orr/Integrity Structures LLC Address: 212 NE 83rd St. City: Vancouver State: WA Zip: 98665 Phone: (360) 694-2552 Fax: (360) 694-7337 Email: dorr@isbld.com King Co Assessor's Tax No.: Suite Number: Floor: New Teuant: fl Yes fl ..No PLUMBING CONTRACTOR WFORMATLON Company Name: Bates Plumbing Inc. Address: 185 Brodie Lane CitY: Longview, State: WA Zip: 98632 Phone: (360) 575-3333 Fax: Contr Reg No.: BATESP*951P0 Exp Date: 03/30/2020 Tukwila Business License No.: Pending Valuation of Project (contractor's bid price): $ 808,000 Scope of Work (please provide detailed infoimation): Water, drain and sewer piping. Furnish and install all plumbing fixtures throughout building. required for building and laundry facilities. st hot water heating system as Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer HAApplicationsWorms-Applicaiions On Line \2011 ApplicationskPlumbing Permit Application Revised 8-9-11.docx Revised: August 2011 Page 1 of 2 Indicate type of plumbing fixtures and/orpiping outlets being installed and the quantityiow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap 92 Sinks 99 Rain water system — per drain (inside building) 2 Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 5 Fixture Type Qty Bidet Drinking fountain or water cooler (per head) 2 Lavatory 96 Urinal 1 Water heater and/or vent 4 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric- type vacuum breakers 2 inch (51 mm) diameter or smaller 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic 2 Food -waste grinder, commercial Wash fountain Water closet 97 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter . Gas piping outlets 9 Fixture Type Qty Dental unit, cuspidor Floor drain 9 Receptor, indirect waste Building sewer and each trailer park sewer ) Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of tune for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: ff 2.7 - lo 1 9 Print Name: ()DA L D-E v C. b Day Telephone: 3 0 — lo -9441-eD Mailing Address: 5 111,31LEASLE_____IAfa_919 City State Zip HAApplications \ Forms -Applications On Line \ 2011 Applications\Plumbing Permit Application Revised 8-9-1I.docx Revised: August 2011 Page 2 of 2 Receipt Number R18683 DESCRIPTIONS ACCOUNT QUANTITY Per • TRAK PAID $6,750A5 PG19-0120 Address: 395 CORPORATE OR S Apn: 2623049075 $6,750.45 GAS $163.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PERMIT FEE R000.322.100.00.00 0.00 $128.00 PLUMBING $6,266.00 PERMIT FEE R000.322.100.00.00 0.00 $6,231.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $321.45 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18683 R000.322.900.04.00 0.00 $321.45 $6,750.45 Date Paid: Thursday, September 26, 2019 Paid By: SEATAC HOTEL GROUP LLC Pay Method: CHECK 1030 Printed: Thursday, September 26, 2019 8:26 AM 1 of 1 SYSTEMS Cash Register Receipt Receipt Number City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY : PAID $s,196.46 EL19-0686 Address: 395 CORPORATE DR 5 Apn: 2623049075 $2,330.36 Credit Card Fee $67.87 Credit Card Fee R000.369,908.00.00 0.00 $67.87 ELECTRICAL $2,262.49 PLAN CHECK FEE R000.345.832.00.00 0.00 $2,262.49 M19-0143 Address: 395 CORPORATE DR S Apn: 2623049075 $1,210.63 Credit Card Fee $35.26 Credit Card Fee R000,369.908.00.00 0,00 $35.26 MECHANICAL $1,175,37 PLAN CHECK FEE R000.322.102.00.00 0.00 j $1,175.37 PG19-0120 Address: 395 CORPORATE DR S Apn: 2623049075 $1,655.47 Credit Card Fee $48.22 Credit Card Fee 1 R000,369.908.00.00 0.00 $48.22 GAS $40.75 PLAN CHECK FEE R000.322,103,00.00 0.00 , $40,75 PLUMBING $1,566.50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18429 R000.322.103.00.00 0.00 $1,566.50 - $5,196.46 Date Paid: Tuesday, August 27, 2019 Paid By: BALDEV DHUGGE Pay Method: CREDIT CARD 05353D Printed: Tuesday, August 27, 2019 4:00 PM 1 of 1 c SYSTEMS 0 CO CITY OF TUKWILx Date: 08/27/201e 04'80:09 PM CREDIT CARD SALE VISA CARD NUMBER: **+******+3265 K TRAm AMOUNT: $5'196.46 APPROVAL [D: 05353D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Permit Number: PG19-0120 Applied: 8/27/2019 Approved: 9/26/2019 Issued: 9/26/2019 Finaled: 2/4/2021 Status: FINALED Parent Permit: Parent Project: Details: Description: TRU BY HILTON Site Address: 395 CORPORATE DR 5 City, State Zip Code: TUKWItA, WA 98188 Applicant: TRU BY HILTON Owner: SEATAC HOTEL GROUP LLC Contractor: BATES PLUMBING WATER, DRAIN AND SEWER PIPING. FURNISH AND INSTALL ALL PLUMBING FIXTURES THROUGHOUT BUILDING. INSTALL HOT WATER HEATING SYSTEM AS REQUIRED FOR BUILDING AND LAUNDRY FACILITIES. INCLUDES INSTALLATION OF A GREASE INTERCEPTOR TWO WATTS REDUCED PRESSUSE PRINCIPLE ASSEMBLIES (RPPA) FOT THE COFFEE MACHINE AND HOT WATER. INSPECTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS GREASE INTERCEPTOR Bill Centen Notes: GROUNDWORK Bill Centen Notes: ROUGH -IN PLUMBING Bill Centen Notes: PLUMBING FINAL Bill Centen 360-487-0004 Notes: 10/7/2019 Any 10/7/2019 GROUNDWORK Bill Centen PARTIAL APPROVAL eTRAKiT Inspection Request Notes: 10/6/2019 9:04 PM Brett Bates Can we please schedule for an afternoon inspection. Feel free to call anytime. Thank You Contact Name: Brett Bates Site Address: 395 CORPORATE DR 5 Phone: 3609574789 e-Mail: brett@batesmech.com 10/7/2019 - BC 6" ABS waste line is under test -ok 1. Grease waste line is not ready at this time. 2. Rain leaders will be installed at a later date due to grade issues. Printed: Thursday, 21 October, 2021 1 of 3 r1 SUPERION Permit Inspections City of Tukwila 11/13/2019 AM 11/13/2019 GROUNDWORK Bill Centen CANCELLED 54496 Notes: 12/6/2019 12/6/2019 GROUNDWORK Bill Centen NOT APPROVED Notes: 12/6/2019 - BC *Please reschedule to meet plumber onsite. Grease waste line was not approved at last inspection. 12/6/2019 AM 12/6/2019 GROUNDWORK Bill Centen NOT APPROVED 573199 Notes: CANCELLED PER PHONE CALL. WAS FOR STORM DRAINAGE. 1. Need to discuss grease line which was not ready from previous inspection. 12/19/2019 AM 12/19/2019 GROUNDWORK Bill Centen APPROVED 381036 Notes: 12/19/2019 - BC *Grease waste groundwork plumbing is now on test - ok 5/12/2020 AM 5/12/2020 ROUGH -IN PLUMBING Lee Sipe CANCELLED per contractor Notes: 5/12/2020 AM 5/12/2020 ROUGH -IN GAS PIPING Lee Sipe CANCELLED per contractor Notes: 5/12/2020 5/13/2020 ROUGH -IN PLUMBING ILee Sipe PARTIAL APPROVAL DWV L2-5 North end S to16 stack. Notes: 5/13/2020 5/14/2020 ROUGH -IN GAS PIPING Lee Sipe APPROVED Notes: 5/14/2020 AM 5/14/2020 ROUGH -IN PLUMBING Lee Sipe PARTIAL APPROVAL 343688 Notes: P/A DWV L2-5, _16 stack south to end of building. Water tested. 5/18/2020 AM 5/18/2020 j GAS PIPING FINAL Lee Sipe I NOT APPROVED 1 433069 Notes: Not ready. Printed: Thursday, 21 October, 2021 2 of 3 SUPERION 5/18/2020 5/19/2020 ROUGH -IN PLUMBING Lee Sipe PARTIAL APPROVAL q5 Notes: P/A#5 Approved: water lines tested with water pressure. L5 rough -in plumbing. 12/14/2020 PM 12/14/2020 GAS PIPING FINAL Bill Centen APPROVED 3609574789 Notes: 12/14/2020 PM 12/14/2020 PLUMBING FINAL Bill Centen PARTIAL APPROVAL Level 5 (Units Only) Notes: *Inspected Level 5 (Units Only) - All units are approved except for Guest Laundry. Appliances are not hooked up 12/15/2020 AM 12/15/2020 PLUMBING FINAL Darrin Graham NOT APPROVED 3609574789 Notes: Public works was on site doing a plumbing inspection when I arrived. Public works requested a check valve (back flow preventer be placed on the laundry chute flush system. In my opinion there is no chance of cross contamination at this location as the flush valves function is very similar to a hose bib which provides a legal airgap. The commercial Laundry area needs an approved airgap at the discharge drains. 12/16/2020 AM 12/16/2020 PLUMBING FINAL Darrin Graham NOT APPROVED 3609574789 Notes: Strap Hot Water Tanks to wall. Provide manufacturer specifications for freezer/refrigeration unit need to verify internal backflow assembly. Approved Backflow assembly will be required if there is no internal assembly 1/22/2021 AM 1/22/2021 PLUMBING FINAL Lee Sipe CANCELLED 360-487-0004 Notes: 2/4/2021 2/4/2021 PLUMBING FINAL Bill Centen APPROVED 3609574789 Notes: 2/4/2021 2/4/2021 BACKFLOW - WATER Scott Moore APPROVED Notes: ok to final Printed: Thursday, 21 October, 2021 3 of 3 ri SUPERION SI5ECIFICATION AND SUBMI I I AL GB3 50/75 GPM Grease Interceptor for Indoor Use 37" (94 cm) 6" (15 cm) REVIEWED FQ1e. CODE COMPLIANCE APPROVED SEP 25 2019 City of Tukwila BUILDING DIVISION This unit is certified to ASME A112.14.6 (Type C) and CSA B481.1 at two different flow rates and includes the intern controls for both. External flow control with vent not required. SUBMIT IAL Standard Location: indoor Installation: above/below grade Flow Rates Grease Capacities: 50 GPM (3.2 L/s) / 272.7 lbs. (123.7 kg) 75 GPM (4.7 L/s) / 175.6 lbs. (79,7 kg) Solids Capacity: 1.9 gal. (7.2 L) Liquid Capacity: 40 gal. (151.4 L) Weight: 69 lbs. (31.3 kg) Connections: 4" (100 mm) plain end Cover: bolted gas/water tight polypropylene with 1,000 Ib. load rating when unit is buried with FCR1 riser Approval Options Pb-tqoLw 28" cm) 21" 53 cm) CORREVION LTRO NECEIVED crry OF TUKWILA SEP 1 1 2019 PERMIT CENTER El -FO: fixed outlet diffuser • FCR1 (xl): > 2-1/8" - 12" field cut riser LJ FCR1 (x2): > 12" - 24" field cut risers CC1: membrane clamping collar kit (requires FCR1 riser) • PP1: pumpout port kit SGK3: support gusset kit • PLAIN-EA-24: 2" (50 mm) plain end fitting E] PLAIN-EA-34: 3" (75 mm) plain end fitting FPT-EA-34: x 3" (100 mm x 75 mm) FPT fitting LI FPT-EA-23: 3" x 2" (75 mm x 50 mm) FPT fitting Signature: Date: Company: Specifying Engineer: Engineering Firm: SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB3 PART #: 4070-001-04 DESCRIPTION: 50/75 GPM Polyethylene Grease Interceptor DWG BY: B, Karrer DATE: 4/10/2019 ECO: 9500 Woodend Road 1 Edwardsville, KS 66111 I Tel: 913-951-3300 I www.schierproducts.com Copyright 2019 Schier, All Rights Reserved SPECIAL PRECAUTIONS For Schier Grease Interceptor Installations - Failure to follow this guidance voids your warranty A WARNING! DO NOT AIR TEST UNIT OR RISER SYSTEM! Doing so may result in property damage, personal injury or death. CAUTION! Do not install this unit in any manner except as described in these instructions. Installation Instructions Installation instructions and additional components are included with the interceptor. Read all instructions prior to installation. This interceptor is intended to be installed by a licensed plumber in conformance with all local codes. When Installing Interceptor Inside If your dishwashing sink(s) discharges into a floor drain/sink (drain), you must regulate the flow into the drain to avoid an overflow of water onto the kitchen floor. This can be done by installing a valve or flow restriction cap on the sink piping that discharges into the drain. See drawing for guidance. For detailed guidance on indirect connections, go to: webtools.schierproducts.com/Technical_Data/Indirect_Connections.pdf installation instructions inside Fernco or similar rubber flow restriction end cap Hydrostatic Slabs (or Pressure Slabs) When installed under a hydrostatic slab (slab designed to withstand upward lift, usually caused by hydrostatic pressure) interceptor must be enclosed in a watertight concrete vault. DE> concrete slab subject to hydrostatic pressure watertight concrete vault High Temperature Kitchen Water cold water supply line high temperature effluent ( > 150° F) approved backflow prevention assembly DTV (drain water tempering valve) — GE> I —110%1 ntercepto directly connected Intercepto OW indirectly connected If water is entering the interceptor at excessive temperature (over 150° F), a drain water tempering valve (DTV) and approved backflow prevention assembly must be installed. Most state and local plumbing codes prohibit water above 150° F being discharged into the sanitary sewer. Water above 150° F will weaken or deform PVC Schedule 40 pipe, poly drainage fixtures like interceptors and erode the coating of cast iron (leading to eventual failure). ODOR ALERT! Do not install air gap on outlet side of interceptor. SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: G B3 PART #: 4070-001-04 DESCRIPTION: 50/75 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer DATE: 410/2019 ECO: 9500 Woodend Rood Edwardsville, KS 66111 I Tel: 913-951-3300 www.schierproducts.com c Copyright 2019 Schier, All Rights Reserved SPECIAL PRECAUTIONS For SchierGrease Interceptor installations - Failure tofollow this guidance voids your warranty High Water Table Installations Interceptors and risers are not designed to withstand water table height in excess ufthe top ofthe unit when buried (see figure). Ifhiopossible for this ,o occur, install the interceptor and risers in a water -tight concrete vault orbookfill - w�hccmn���orf|o*ob|o�|�mt ' concrete and 8owoU|nbookh|should ba poured in id crushing the intercopmdmrisk areas include but are not limited to tidal surge areas, Moodp|oinoand areas that receive storm water. Great Basin", models that are direct buried inhigh water table scenarios must be installed with onanchor kit. Models oB-50,ee-75,and Ge-25Ouse model x0 anchor kit. Model GB-5OOuses model xK2anchor kit for use with doodmonanchors. Models GB-l00O.GG|-750and GG|-l5Oouse model AK3anchor kit for use with deodnnonanchors. max water table height for direct burial / Flush -to -Grade Burials Flush -to -Grade buried installations (without oriser) are not recommended for heavy foot traffic areas without the use ofoninternal gusset support kit ~~- .. Fully Support Base of Unit Install unit onsolid, level surface in contact with the entire footprint of unit base; for Suspended installations design trapeze to support the wet weight cf the unit. oonot partially support unit or suspend unit using metal U-chonneltocreate otrapeze. concrete floor mtercepto suspended installation Support inlet and Outlet Piping For above grade installations ensure heavy inlet and outlet piping (such on cast iron orlong runs) iuproperly supported orsuspended during the entire installation process mprevent connection failure nrdamage »o bulkhead fittings. pipe suppo Interceptor SCHIER LIFETIME GUARANTEED -N GREASE INTERCEPTORS MODEL NUMBER: ���� wu�~� PART #: 4070-001-04 DESCRIPTION: so/7sGPM Polyethylene Grease Interceptor DWG BY: uwarre, mAre*Ao/2un nemw"=ue d Road I Edwardsville, KS 66111 1 Tel: 913-951-3300 |°°~°.s" ierprou"cto="m � Copyright 2019 Schier, All Rights Reserved SPECIFICATIONS Notes 1. 4 FPT inlet/outlet with 4" plain end fittings. 2. Unit weight - 69 lbs. (wet weight 404 lbs.) 3. Capacities - liquid: 40 gal. @50 GPM- Grease: 272 lbs. (37.2 gal.) @75 GPM- Grease: 175 lbs. (17.4 gal.) Solids: 1.9 gal. 4. Built-in flow control. 5. For gravity drainage applications only. 6. Do not use for pressure applications. 7. Cover placement allows full access to tank for proper maintenance. 8. Vent not required unless per local code. 9. Engineered inlet and outlet diffusers are removable to inspect/clean piping. 10. Integral air relief / anti -siphon. Engineer Specification Guide Schier Great Basin."' grease interceptor model #GB3 shall be lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall be certified to ASME A112.14.3 (type C) and CSA B4811, with field cut riser system, built-in flow control and three outlet options. Interceptor flow rate shall be 50 or 75 GPM. Interceptor grease capacity shall be 272 lbs. @ 50 GPM or 175 lbs. @ 75 GPM. Cover shall provide water/gas-tight seal and have minimum 450 lbs. load capacity. Certified Performance Great Basin" hydromechanical grease interceptors are third party performance -tested and listed by IAPm0 to ASME #A112.14.3 and CSA B481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code, the National Standard Plumbing Code, the National Plumbing Code of Canada, and the International Plumbing Code. TOP VIEW Outlet "C" (Optional) Outlet °A. (Optional) A Outlet "B" (Standard) Outlet foot must face this direction in all configurations SECTION A -A of FPT — inlet & outlet 21" 6" 1 15" 0 21-1/2' Cover Engineered inlet and outlet diffuser See Note #10 Static water line 13" invert SCHIER LIFETIME GUARANTEED , 0. • GREASE INTERCEPTORS MODEL NUMBER: G B3 PART #: 4070-001-04 DESCRIPTION: 50/75 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer DATE: 4/10/2019 REV: ECO: 9500 Woodend Road 1 Edwardsville, KS 66111 1 Tel: 913-951-3300 I www.schierproducts.com Copyright 2019 Schier, All Rights Reserved OWNER'S MANUAL GREAT BASIN' GREASE INT SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS RECEIVED CITY OF TUKWILA SEP 1 1 2019 PERMIT CENTER CORREcTION LTR# Pb 01 1OGBOM-0119 The world's best grease interceptor Please use the information in this manual to make the most of your Great Basin-. We are confident that you will be happy with your investment and we truly value your business. Please contact Schier anytime with questions or feedback or just to say hi. Table of Contents Why Grease Interceptors Are Necessary ........... ...... 2 Suggested Maintenance Procedure ..... . ..... . ..... ........ . , 3 Calculating Pump -Out Frequency 4 Core Samples 5 Kitchen Best Management Practices .............. .... • ........ 6 Maintenance Log 7 Great Basin- Specifications 8 Special Precautions 9 Great Basin— Owners Manual 1 1-913-951-3300 1 www.schierproducts.com 1 ����=�� ���������� Interceptors �=°�� Necessary ���� ��m����� �mm���m�����4�m� ���� ����������m� Grease interceptors, sometimes called grease traps or grease pits, are required in most food service establish ments, The primary function is to separate and store the fats, oils and grease that are washed down the drain during food prep and dishwashing. Without grease interceptors, fats, oils and grease will build up on the walls of drainage piping, ultimately causing a blockage, This can lead to an immediate back-up inyour kitchen, or worse, the city's wastewater collection system, When a blockage happens in the city's system, it can lead to a Sanitary Sewer Overflow (SSO), which results in raw sewage flooding out of manhole covers spreading dangerous bacteria into streets and walkways, SSOs are a leading cause of fresh water contamination and can bedeod|yfOrfieh.p|ankt0nand0theraquutic|ife.Byproper|yrnaintainingy0urGreotBaSin'~.youare doing your part toprotect the environment, Inside orvipeshowing effects orugrease interceptor that has not been properly maintained Inside of pipe with ugrease interceptor that has been properly maintained Great Basin' Owners Manual 1 1-913-951-3300 1 www.schierproducts.com Routine Maintenance l Rnmoveomer(a). . 4, 3. Run sinks to fill unit(s) with cold water. 2. Remove all contents ufthe grease interceptor including 4. Inspect cover gasket for wear and tear. grease, sediment and wastewater. For most thorough Rep|an000ver(a) cleaning contact aprofessional pumper contractor. 5. Dispose of grease per local code. NOTE: It is not necessary to remove the diffusers during routine maintenance unless there is a backup or drain jetting. Toremove the inlet and outlet diffusers: Models KW1113-15,GB-20,G1113'2G,G113'35,G0-50.G0-75,G113'250,K&B'500and GB-1000-hand loosen the green Models GB1, GB2 and GB3 - pull diffusers straight up out of saddle adapters. If installed on grade underneath a may need to be disconnected from inlet and outlet dr-ain lines and pulled out to remove diffusers. With diffusers removed, clean the drain lines, diffusers and air relief thoroughly of all debris as needed. Routine Maintenance Clearance Heights: lines require locking collars. sink, interceptor model(s) ��GB2, GB3 e�5,GB-20&GB-25 sB-35wB-50 �75,��0, GBaW GB-1000 rninimurn clearance 55 O 12 18 72 Grease IGB-250 0 cover 0Air Relief/Visual Access G Adapter 0 Built-in Flow Control Plate 0 Inlet Connection 0Optional Outlet Connection 0Outlet Connection (DLocking Collar 0Inlet Diffuser 0Outlet Diffuser Great Basin'" Owners Manual 1 1-913-951-3300 1 www,schierproducts.corn 01100101100‘mow 7j,4,v5M/A HAtAtA,i0t CANADA Calculating Pump -Out Frequency All grease interceptors have a maximum grease holding capacity. Once that maximum capacity is exceeded, fats, oils and grease (FOG) will bypass to the collection system, creating the potential for blockages. It's critical to determine an accurate pump -out schedule that ensures the interceptor gets pumped out only as often as necessary, but before it reaches its maximum rated capacity. Your Great Basin- grease interceptor should have been sized according to the Grease Production Sizing (GPS) and assigned a pump -out schedule prior to installation, If it wasn't, or if circumstances have changed, use the following formula to get your pump -out schedule back on track. Grease Capacity • Grease Production Values — Meals Per Day X (See Below) • (see 000000 below) Pumpout Frequency in Days model GB1 GB2 GB3 GB-50 GB-75 GB-250 flow rate (GPM) 20 25 35 50 50 75 50 75 100 200 grease capacity (lbs) 70 64.9 130.5 127.6 272.7 175.6 249 653 1,751 1,196 model GB-500 GB-1000 flow rate (GPM) 100 100 200 grease capacity (Ibs.) 3,048 6,547 4,059 Discontinued Models GB-15 GB-20 GB-25 GB-35 GB-75" GB-250" 15 20 25 35 75 100 74 109 75 142 616 1,076 • Manufactured prior to recertification. Contact customer service if you're unsure what model GB-75 or GB-250 you have installed. Foodservice Establishment (FSE) Grease Production Values category grease production values description / examples low O 0.005 Ibs / meal (no flatware) O 0.0065 lbs / meal (with flatware) serves food prepared offsite or food that requires minimal preparation and/or warming; sandwich shop, convenience store (no kitchen), hotel breakfast bar, frozen yogurt, coffee shop, take & bake pizza, bar (limited food service), cafeteria (no prep), grocery meat department, sushi (no grill) medium © 0.025 lbs / meal (no flatware) • 0.0325 lbs / meal(with flatware) serves foods from a limited menu and/or with a limited amount of onsite preparation; pizza. ice cream parlor, fast food hamburger (pre-cooked), caterer, Greek, Japanese, Vietnamese (Pho), grocery store (no fryer), cafeteria (limited prep), low category restaurants w/ fryer high • 0.035 lbs / meal (no flatware) • 0.0455 lbs / meal (with flatware) serves a full menu of food prepared onsite; American traditional, hamburger (with grill), BBQ, Mexican, Italian, steak/seafood house, hibachi, buffet, fast food fried chicken, bakery/donut shop (w/fryer), Chinese, Indian, grocery store (w/ fryer), cafeteria (full prep), medium category restaurants w/ fryer Please note that GPS may not satisfy local jurisdictional requirements for installation approval and should always be verified prior to selection. The easiest way to verify sizing for any project is to use our Grease Monkey' sizing tool schierproducts.corn/pages/sizing ) and select the "pre-approveoption. When scheduling pump -outs, Schier recommends a pumping frequency between 30 and 90 days. Your calculations should be updated if number of meals per day, operating days per week or the menu types (more greasy or less greasy) change. Great Basin' Owners Manual 1-913-951-3300 1 www.schierproducts.com 4 Core Samples If you prefer not to rely solely on the GPSM to dictate pre -scheduled monthly pump -outs, you can take a more commanding role in dictating pump -out frequency with some simple tools and regular inspections. To do this you will need a core sampler. Popular brand names include DipStick Pro and Sludge Judge . Once you have your core sampler, it can be outfitted with some simple labeling (via high adhesive tape or permanent marker) to indicate your pump -out levels (see below). NOTE: Series Installations When installed in series, initially the first unit will fill up with grease while passing some grease to subsequent unit(s). As the grease layer in the first unit grows, more grease will pass to subsequent units. When it reaches maximum capacity, the first unit will pass all grease to subsequent unit(s). Core samples should be taken from the final tank in the series and pump -out scheduling should be conducted when it is near full capacity. Core Sample Measurements at Full Capacity* GB-250 (100 GPM) Core Sample at Full Capacity 30" 2.6" grease water solids model flow rate (GPM) total liquid height (inches) maximum grease height (inches) maximum grease % of volume maximum solids height (inches) GB1 20 5.25 5 95% 0.75 25 5.25 4.6 88% 0.75 G62 35 7 6.25 89% 0.75 50 7 6.1 87% 0.75 GB3 50 13,75 12.8 93% 0.75 75 13.75 8.25 60% 0.75 GB-15 15 9 5 63% 2 GB-20 20 10 6.6 68% 2 GB-25 25 10 4.4 47% 2 GB-35 35 14 6.2 56% 2.6 GB-50 50 16 9.1 66% 3.3 GB-75" 75 24 16.6 68% 1.5 GB-75 75 24 17.3 71% 1.5 GB-250** 100 36 18.8 54% 12.8 eD-e ;(i 100 36 30 87% 2.6 200 36 20 59% 2.6 GB-500 100 35 25.8 82% 10.9 GB-1000 100 54 42 89% 4.8 200 54 29 55% 4.8 * Please note that as the grease layer inside of a grease interceptor accumulates it displaces the water below it downward. Much like an iceberg this grease layer wit partially float above the static water fine while the majority of it rests below it. As a result, the static water line of grease interceptor when at total grease capacity is slightly greater than the standard published static water line. '" Model manufactured prior to recertification. Contact customer service if you're unsure what model you have installed. Great Basin'" Owners Manual I 1-913-951-3300 I www.schierproducts.com 5 Kitchen Best Management Practices The following kitchen best management practices (BMPs) will help reduce the cost to clean and maintain your grease interceptor and keep your facility in good standing with local pretreatment authorities, Use debris screens in all floor and sink drains. Regularly empty screens into trash. NEVER pour oil, fry oil, or melted lard or butter down drain line. Dispose these oils in appropriate container. Observe pumper contractor work to ensure interceptor is fully pumped out, properly cleaned and in good condition. Minimize use of food waste disposals to improve interceptor storage and reduce maintenance costs. 5 NEVER put chemicals for reducing grease into the drain system. The temporarily dissolved grease will bypass the interceptor and harden in downstream piping. Make sure to run sinks to refill unit with cold water after pump -out. Dry -wipe food waste from dishes before washing and clean grease spills with disposable materials. • • • 11111 Mt IR Implement BMP training program for kitchen staff 9 Keep maintenance log detailing pump -outs, repairs and condition of interceptor. Great Basin- Owners Manual I 1-913-951-3300 1 wvvw.schierproducts.com 6 Maintenance Log Action Date (Inspection/ pump -out) Grease Solids Level Level (inches) (inches) Notes CONTACT INFORMATION Grease Permit # Pumper Contractor Sewer and Drain Contractor Local Authority Having Jurisdiction Great BasinOwners Manual 1 1-913-951-3300 1 www.schierproducts.com 7 History The very first Great Basin grease interceptor was installed in 2006, forging a new category in the world of grease interceptors. Prior to 2006, it was undersized steel grease traps inside of the building and oversized concrete grease interceptors outside of the building. These products offered little -to -no information in the way of performance. Worse, due to inferior materials and the corrosiveness of commercial kitchen wastewater, all of these units are guaranteed to fail. The Great Basin'. was designed to offer better performance and better pump - out information along with the only lifetime warranty in the industry. With over 70,000 installations from San Francisco to Singapore, Schier has a growing fleet of corporate account specifications, installations at over 15 professional sports stadiums, thousands of restaurants, schools, corporate campuses, One World Trade Center and (we've been told) the White House. Great Basin Series Specifications GB1 Flow Rate / Grease Capacity: 20 GPM (1.3 L/s) /70 lbs. (31 8 kg) 25 GPM (1.6 L/s) /64 9 ibs (29.4 kg) Liquid Capacity:10gal (37.9 L) GB-75 Flow Rate/ Grease Capacity: 75 GPM (4.7 Us)/ 653 Ibs. (296 2 kg) Liquid Capacity: 125 gal. (472,5 L) GB-15 Flow Rate / Grease Capacity: 15 GPM (0 9 Us)/ 74 lbs. (33.6 kg) Liquid Capacity: 16 gal. (60.5 L) GB2 Flow Rate/ Grease Capacity: 35 GPM (2.2 Us) /130.5 lbs. (59.2 kg) 50 GPM (3.2 L/s) /127.6 Ibs, (57.9 kg) Liquid Capacity: 20 gal. (75.7 L) GB-250 Flow Rate / Grease Capacity: 100 GPM (6.3 Us)/1,7511bs. (794.2 kg) 200 GPM (12.6 Us)/1196 lbs. (542.5-cg) Liquid Capacity: 275 gal. (1,041 l) GB-20 Flow Rate / Grease Capacity: 20 GPM (1.3 L/s)/109 lbs. (49.4 kg) Liquid Capacity: 22 gal. (83 L) GB3 For buried models look under the lid to find your product ID label Flow Rate / Grease Capacity: 50 GPM (3 2 Lis) / 2727 lbs. (123.7 kg) 75 GPM (4.7 L/s) /175 6 lbs (79.7 kg) Liquid Capacity: 40 gal. (151.4 L) GB-500 Flow Rate / Grease Capacity: 100 GPM (6.3 lis)/3,048 lbs. (1,382 kg) Liquid Capacity: 510 gal. (1,931 L) GB-25 Flow Rate / Grease Capacity: 25 GPM (1.6 Us)/ 75 lbs. (34.0 kg) Liquid Capacity: 22 gal. (83 L) GB-50 Flow Rate / Grease Capacity: 50 GPM (3.2 L/s)/ 249 lbs (112.9 kg) Liquid Capacity: 52 gal(196.5 L) GB-1000 Flow Rate / Grease Capacity: 100 GPM (6.3 Us)/6,5471bs (2,970 kg) 200 GPM (12.6 Us)/4,059 lbs, (1,841 kg) Liquid Capacity:1,010 gal. (3,8233 L) GB-35 Flow Rate / Grease Capacity: 35 GPM (22 Us)/142 lbs. (64.4 kg) Liquid Capacity: 35 gal. (132.3 L) Great Basin- Owners Manual 1 1-913-951-3300 I www.schierproducts.com SPECIAL PRECAUTIONS For Schier Grease Interceptor Installations - Failure to follow this guidance voids your warranty Installation Instructions Installation instructions and additional components are included with the interceptor. Read all instructions prior to installation. This interceptor is intended to be installed by a licensed plumber in conformance with all local codes. When Installing Interceptor Inside If your dishwashing sink(s) discharges into a floor drain/sink (drain), you mus regulate the flow into the drain to avoid an overflow of water onto the kitchen floor. This can be done by installing a valve or flow restriction cap on the sink piping that discharges into the drain. See drawing for guidance. For detailed guidance on indirect connections, go to: webtoolsschierproducts.com/Technical_Data/Indirect_Connections.pdf Hydrostatic Slabs (or Pressure Slabs When installed under a hydrostatic slab (slab 1 designed to withstand upward lift, usually caused by hydrostatic watertight pressure) interceptor concrete must be enclosed in a vault watertight concrete vault. High Water Table Installations Interceptors and risers are not designed to withstand water table height in excess of the top of the unit when buried (see figure), If it is possible for this to occur, install the interceptor and risers in a water -tight concrete vault or backfill with concrete or flowable fill (wet concrete and flowable backfill should be poured in stages to avoid crushing the interceptor). At risk areas include but are not limited to tidal surge areas, floodplains and areas that receive storm water. Great Basinim models that are direct buried in high water table scenarios must be installed with an anchor kit. Models GB-50, GB-75, and GB-250 use model AK] anchor kit Model GB-500 uses model AK2 anchor kit for use with deadmen anchors. installation instructions Femco or similar rubber flow restriction end cap concrete slab subject to hydrostatic pressure n pto max water table height for direct burial deadman anchor nylon strap turnbuckle Above Grade Installation Support (for Model GB-500 Only) The wet weight of the interceptor combined with high temperature kitchen water creates the potential for tank deformation when installed above grade. Model GB-500 installed above grade must be installed with Above Grade Support Kit model AGS2 to maintain structural integrity AGS2 High Temperature Kitchen Water If water is entering the interceptor at excessive temperature (over 140° F), a drain water tempering valve (DTV) and approved backflow prevention assembly must be installed. Most state and local plumbing codes prohibit water above 140° F being discharged into the sanitary sewer. Water above 140° F will weaken or deform PVC Schedule 40 pipe, poly drainage fixtures like interceptors and erode the coating of cast iron (leading to eventual failure). cold water supply line high temperature effluent ( > 140° F) approved backflow prevention assembly DTV (drain water tempering valve) Intercepto t directly connected indirect y connected Fully Support Base of Unit Install unit on solid, level surface in contact with the entire footprint of unit base; for suspended installations design trapeze to support the wet weight of the unit. Do not partially support unit or suspend unit using metal U-channel to create a trapeze Support Inlet and Outlet Pipin For above grade installations ensure heavy inlet and outlet piping (such as cast iron or long runs) is properly supported or suspended during the entire installation process to prevent connection failure or damage to bulkhead fittings. suspended installation Flush -to -Grade Burials (for Models GB1, GB2 and GB3 Only) Flush -to -Grade buried installations (without e riser) are not recommended for heavy foot traffic areas without the use of an internal support system (sold additionally). pipe supports IntercePto Great Basin- Owners Manual 1 1-913-951-3300 1 www.schieroroducts.com 9 Job Name For Health Hazard Applica Job Location Engineer Approval LEAD FREE* Series LF009 Reduced Pressure Zone Assembiies Contractor Approval Contractor's P.O. Representative ES-LF009 No SEP 25 2019 City of Tukwila BUILDING DIVISION Sizes: 'A" - 3" (8 - 80mm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross - connections in piping systems or for containment at the service line entrance. The LF009 features Lead Free* construction to comply with Lead Free* installation requirements. This series features two in -line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assem- bly access. Sizes 1/4" - 1- (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Lead Free' cast copper silicon alloy body construction for durability 1/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 21/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 1/4" - 2° (8- 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent 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 cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free* cast copper silicon alloy materials. Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assem- bly shall meet the requirements of; USC; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Series LF009. 4 Test Cock No. 3 Ball Type Test Cocks Test Cock No 2 First Check Module Assembly 2•0 R.P. Zone Relief Valve Assembly CORREPTION PTV RECEIVED ?ty OF TUKWILA SEP 1 1 2019 PERMIT C.EtiateRk No. 4 Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. NOTICE Inquire with governing authorities for local installation requirements NOTICE The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before begin- ning the installation of this product. 'The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Watts product specifications in US, customary units and metric are approximate and are provided for reference only, For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, speccations, or materiels with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. II1WA'TTS Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - strainer LF - without shutoff valves PC - internal polymer coating W/Press"* - press inlet x press outlet ('h" - 2" only) Prefix: U - union connections Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S-FDA - FDA epoxy coated strainer QT-FDA - FDA epoxy coated quarter -turn ball valves LF - without shutoff valves Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: 1/4" - 2" (8- 50mm) Lead Free* cast copper silicon alloy body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable Relief valve seats. Stainless steel cover bolts. Standardly furnished with NPT body connections. Model LF009QT fumished with quarter-tum, full port, resilient seated, Lead Free* cast copper silicon alloy body ball valve shutoffs. Materials: 2'h" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with plastic seats • Relief valve with stainless steel seat and trim • Lead Free cast copper silicon alloy body ball valve test cocks Air Gaps and Elbows Pressure / Temperature Sizes 1/4" - 2" (8 - 50mm) Suitable for supply pressure up to 1 75psi (12.1 bar). Water temperature: 33°F - 180°F (0.5° - 82°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC ASSE Np. 1013 AVVVVA C511 CSA B64.4 IAPMO File No. 1563. e) .03.4 IEFAHS3 Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, PC, NRS, OSY. UL Classified 21/2" and 3" (65 and 80mm) with OSY gate valves. 3/4" - 2" (20-50mm) without shutoff valves (-LF) (except LF009M3LF) MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AGA 1/4"-1/2" 009, 3/4" 009M2/M3 y2 13 23 60 3% 79 0.625 0.28 909AGC 3/4"-1" 009/909, 1"-11/2" 009M2 1 25 3% 83 47 124 1,5 0,68 909AGF 11/4"-2" 009M1, 11/4"-3" 009/909, 2" 009M2, 4"-6" 993 2 51 4% 111 6% 171 3.25 1.47 909AGK 4"-6" 909, 8"-10" 909M1 3 76 6% 162 9% 244 6.25 2.83 909AGM 8"-10" 909 4 102 7% 187 11% 286 15.5 7.03 909ELA %"-1/2" 009, 3/4" 009M2/M3 - - - - - - - - 909ELC N"-1" 009/909 - - 2% 60 2% 60 0.38 0_17 * 909ELF 11/4"-2" 009M1, 11/4"-2" 009/909, 2" 009M2, 4"-6" 993 - - 3% 92 35/g 92 2 0.91 * 909ELH Vertical 21/2"-3" 009/909 - - - - - - - Viega ProPress® connections are optional factory -installed fitting on each end of the approved/certified assembly. Dimensions - Weight Size:1/4" - 2" (8 50mm) LF009 LFO091/4" — 2" SIZE (DN) in. mm A in. mm in. B mm C in. DIMENSIONS mm (APPROX. D in. mm in. L mm M in mm N in mm WEIGHT Ibs. kgs. 1A R 111 25ii 4$la 117 2 /R RR 1'/. ? S 4 14i} 23/a (1 ?'la R4 .., 5 2 % 10 10 250 45/e 117 33 86 1 % ... 32 51/2 140 2' 60 21/2 64 5 2 %z 1S llf nu 478 111 3/a 11/4 3Z SY2 14U $ zr /U 1%4 Si 5 % 20 10% 273 5 127 31/2 89 11/2 38 63/4 171 3%6 81 2% 70 6 3 1 25 141/2 368 51/2 140 3 76 21/2 64 91/2 241 3% 95 3 76 12 5 1% 32 17% 441 6 150 31/2 89 21/2 64 11% 289 47/6 113 3'hz 89 15 6 11/2 40 1 T/8 454 6 150 31/2 89 21/2 64 11'/e 283 47/e 124 4 102 16 7 2 50 213 543 7% 197 41/2 114 3'% 83 13'/z 343 5%6 151 5 127 30 13 Dimensions - Weight Size: 21/a" and 3" (65 and 80mm) LF009 Watts G-4000 Series QT — Ball Valves STRAINER SIZE in. mm in. DIMENSIONS M mm (APPROX) N in. mm in. Nit mm lbs. WEIGHT kgs. 21/2 65 10 254 61/2 165 93/a 248 28 12.7 3 80 10'/a 257 7 178 10 254 34 15.4 tClearance for servicing MODEL SIZE ON DIMENSIONS (APPROX.) WEIGHT in. mm in. A min C in, mm in. D mm E in. mm L In. mm in. R mm U in. mm Ibs. kgs. LF009LF 21/2 65 — — — — 41/2 114 — — 18% 460 — — 105/a 270 76 34.5 LF0090SY 21/2 65 33'% 845 15% 403 41/2 114 163 416 18'/a 460 7% 197 105 270 166 75.3 LF009NRS 21/2 65 33'/4 845 11' 289 41/2 114 16% 416 18'/s 460 7% 197 10% 270 161 73.0 LF0090TFDA 21/2 65 33'% 845 6 152 41/2 114 16' 416 18'% 460 7% 197 105 270 150 68.0 LF009LF 3 80 — — — — 41/2 114 — — 18% 460 — — 165/a 270 76 34.5 LF0090SY 3 80 34% 870 181/2 470 41/2 114 163'8 422 18'/ 460 8% 222 10% 270 198 89.8 LF009NRS 3 80 341/ 870 12% 324 41/2 114 16s1a 422 18% 460 8% 222 10% 270 191 86.6 '4 70 1 8 'z 11 a 1 8 460 1 058 7 5 7 .7 Capacity Performance as established by an independent testing laboratory. *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP kPa psi 172 25 138 20 103 15 69 10 35 5 '/4" (8mm) LF009QT .25 .60 .75 1 1.17 gpm .95 1.9 2.9 3.8 4.5 Ipm 3/4" (10mm) LF009QT .25 .50 .75 1 1.25 1.50 2.5 3,1 .95 1.9 2.9 3.8 4.8 1/2" (15mm) LF009QT 5.7 9,4 11.8 0,00t.g"""Nle%wr.o.„,,opmwwm•mm••••..... 0 1 2.5 5 AP 0 3.8 9.5 19 5 7.5 1.5 2.3 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 7.5 28.5 gpm Ipm 10 12.5 15 gpm 38 47.5 57 Ipm 15 fps 4.6 mps 3/4" (20mm) LF009M3QT 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 07.6 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 1" (25mm) LF009M2QT 5 10 20 19 38 76 7.5 2.3 30 40 50 114 152 190 15 4.6 IIIVWA'TTS 60 70 80 gpm 228 266 304 Ipm fps mps kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP ° 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 1'/4" (32mm) LF009M2QT 10 20 30 40 50 60 70 80 gpm 38 76 114 152 190 228 266 304 I m 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mos 11/2" (40mm) LF009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 AP 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 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 2" (50mm) LF009M2QT * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2' h" (65mm) LF009 25 50 75 100 125 150 175 200 225 250 gpm 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 3" (80mm) LF009 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps ES-LF009 1813 USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com © 2018 Watts N, x\, ABOSSEII\rENGINEERING, LLC Mechanical - Electrical - Fire Protection - Civil - LEED - CEM Date: 09/11/19 ATTN: Kandace Nichols City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA. 98188 Re: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG19-0120 TRU HILTON — 395 CORPORATE DR S CORRE TION LTRO RECEIVED CITY OF TUKWILA SEP 1 1 2019 PERMIT CENTER Below is our response to the plumbing plan check comments included in the above referenced building penult review dated 9/10/2019. (BUILDING REVIEW NOTES) 1. P6# sheets show a triangle symbol with #3 at about the level 4 to indicate a note on the sheet. Please provide the note or indicate where that note can be found. Notes have been added to the sheets. See sheets P6.0 through P6.4. 2. Provide pipe specifications or methods with details on plans for protection of vertical plumbing pipes from the adverse effects of the building shrinkage. The note # 3 in item one may be what that is referring too. Please clarify. (IBC 2304.3.3) Pipe protection is through an expansion joint or pipe offset. This is indicated by the note # 3 callout and the notes have been added to the sheets. See sheets P6.0 through P6.4. Revise note # 1.5 general notes to specify: Floor drain, or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be accessible for maintenance. (2015 UPC 1007.0. The general notes have been revised. See sheets P1.0 through P5.0. PW — PG DEPARTMENT COMMENTS . Engineers signature was missing on submitted plans. Signature have been added. Pb icivoizo 2. Submit specification/manual for installation and maintenance of the proposed grease trap. Grease trap specifications and manual are included with this response. Main Office: 18466 NE 68th St, #200, Redmond, WA 204 Lincoln, Mulzilteo, WA 98276 927 Kincaid Ave, #1, Sumner, WA 98390 Phone: (426) 462-9441 / Fax: (425) 462-9451 www.aboasein.com Page 1 of 2 ABOSSEINfENGINEERING, LLC Mechanical - Electrical - Fire Protection - Civil - LEED - CEM The 3" backflow shall be a Reduced Pressure Principle Assembly (RPPA) and not a DCVA. Please revise Backflow Prevention Schedule and callouts on Plans. The Backflow preventor has been revised to a reduced pressure backflow assembly. See schedule on sheet P1.0, HOT WATER HEATER DETAIL 5 sheet P1.0, and LEVEL I PLAN — PLUMBING sheet P2.0. zk Submit backflow cut sheets for the backflows and circle the devices to be installed. Backflow specification sheets is included with this response indicating which backflow preventors are to be used. 5. What is thee revise delta symbol with #3 representing on the Waste and Vent Riser Diagram? What is the symbol it is pointing to? This symbol is not listed in your Plumbing Legend. This is not a revision symbol. It is a note callout and the notes have been added to the drawings. See sheet P6.0 through P6.4. the symbol indicates an expansion joint or pipe offset. 6. Will there be an ice machine installed? If yes, an RPPA is required. Same applies if a beverage carbonator is going to be installed. There will be ice machines installed in rooms 206A, and 406A and RPBP/1 is called out to be installed on the cold -water feed. See sheet P3.0 and P4.0. No soda dispensing carbonators are to be installed. The only other item requiring an RPPA is a coffee maker in the Pantry 126 and there is a RPBA/1 called out on the cold -water feed, see sheet P2.0 7. On your plans please cross reference utility lines entering the bldg.. by adding a note "for continuation see civil plan sheet C06". This sheet is attached as referenced. Note have been added, see sheet P2.0. Please contact me, if any additional questions or information is needed. Sincerely, Dennis Grovenburg Senior Plumbing Designer CC: AA Main Office: 18465 NE 68th St, *200, Redmond, WA 204 Lincoln, Multilteo, WA 98275 927 Kincaid Ave, #1, Sumner, WA 98390 Phone: (425) 462-9441 / Fax: (426) 462-9451 www.eboneein.com Page 2 of 2 Ft. City of Tukwila Department of Community Development September 10, 2019 DANIEL ORR 212 NE 83RD ST VANCOUVER, WA 98665 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG19-0120 TRU BY HILTON - 395 CORPORATE DR S Dear DANIEL ORR, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMI 1 IALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. P6.# sheets show a triangle symbol with #3 at about the level 4 to indicate a note on the sheet. Please provide the note or indicate where that note can be found. 2. Provide pipe specifications or methods with details on the plans for protection of vertical plumbing pipes from the adverse effects of building shrinkage. The note #3 in item one may be what that is referring too. Please clarify. (IBC 2304.3.3) 3. Revise note #15 general notes to specify: Floor drain, or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be accessible for maintenance. (2015 UPC 1007.0) Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1. Engineer's signature was missing on submitted plans. 2. Submit specifications/manual for installation and maintenance of the proposed grease trap. 3. The 3" backflow shall be a Reduced Pressure Principle Assembly (RPPA) and not a DCVA. Please revise Backflow Prevention Schedule and callouts on plan. 4. Submit backflow cut sheets for the proposed backflows and circle the devices to be installed. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5. What is the revise deda symbol with #3 representing on Waste & VeneRfser Diagram. What is the symbol it is pointing to? This symbol is not listed in your Plumbing Legend. 6. Will there be an ice machine installed? If yes, an RPPA is required. Same applies if a beverage carbonator is going to be installed. 7. On your plans please cross reference utility lines entering the bldg. by adding a note "for continuation see civil plan sheet C06". This sheet is attached as reference. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, at-at:Se-C-4 Kandace Nichols Permit Technician File No. PGI9-0120 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • 4 CO _ID COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0 20 PROJECT NAME: TRU BY HILTON SITE ADDRESS: 395 CORPORATE DR S Original Plan Submittal Revision # Revision # X Response to Correction Letter # DATE: 09/10/2019 before Permit Issued after Permit Issued DEPARTMENTS: fk-\\ Building Division • Pjb1ic Works Fire Prevention Structural L r Planning Division Permit Coordinator PI PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/12/19 Structural Review Required REVIEWER'S INITIALS: DA1E: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 10/10/2019 LI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT WORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0120 PROJECT NAME: TRU BY HILTON SITE ADDRESS: 395 CORPORATE DR S X Original Plan Submittal Response to Correction Letter # DATE: 08/27/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Divis on Public Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator DATE: 08/29/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 09/26/19 Approved with Conditions 1-1 Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping D PW Staff Init 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9/11/2019 Plan Check/Permit Number: PG19-0120 O Response to Incomplete Letter # [X] Response to Correction Letter # #1 Lil Revision # after Permit is Issued n Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: Tukwila Hilton Tru Hotel Project Address: 395 Corporate Drive S. RECEIVED CITY OF TUKWILA SEP 1 1 2019 PERMIT CENTER Contact Person: Daniel Orr Phone Number: 253-736-3302 Summary of Revision: 1. Notes have been added to the sheets. See sheets P6.0 through P6.4. 2. Pipe protection is through an expansion joint or pipe offset. This is indicated by the note # 3 callout and the notes have been added to the sheets. See sheets P6.0 through P6.4. 3. The general notes have been revised. See sheets P1.0 through P5.0. 4. Signature have been added to drawings 5. Grease trap specifications and manual are included with this response. 6. The Backflow preventor revised to a RPB assembly. See schedule on sheet P1.0, HOT WATER HEATER DETAIL 5 sheet P1.0, and LEVEL 1 PLAN PLUMBING sheet P2.0. 7. Backflow spec. sheets are included indicating which backflow preventors are to be used. 8. Notes added to P6.0 through P6.4. the symbol indicates an expansion joint or pipe offset. 9. Ice Machine locations and corresponding RPPA have been identified. Sheet Number(s): 13 sheets - P1.0 through P7.2 "Cloud" or highlight all areas of revision including da o evision Received at the City ofTukwila Permit Center b Entered in TRAKiT on q WAPermit Centergemplates Worms\ Revision Submittal Form.doc Revised: August 2015 Safety & Health Claims & Insurance Washington State Department of Labor & Industries searer, L8.1 A Z HA], 1] Search Workplace Rights T,ades & Licensing BATES PLUMBING Owner or tradesperson Principals BATES, BRETT 0, PARTNER/MEMBER BATES, ERIC JOHN, PARTNER/MEMBER Doing business as BATES PLUMBING WA UBI No 602 531 047 Parent company LONGVIEW REMODEL LLC DBA BATES 185 BRODIE LN. LONGVIEW, WA 98632-4338 360-575-3333 COWLITZ County Business type Limited Liability Company Governing persons BRETT OWEN BATES ERIC JOHN BATES; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties PLUMBING License no. BATESP*951P0 Effective — expiration 10/20/2005— 03/30/2020 Bond Old Republic Surety Co Bond account no. W150336227 $6,000.00 Received by L&I Effective date 02/01/2019 01/14/2019 Expiration date Until Canceled Bond history Insurance Cincinnati Ins Co Policy no EPP0482115 Received by L&I 03/19/2019 Insurance history Savings $1,000,000 00 Effective date 04/01/2019 Expiration date 04/01/2020 Help us improve No savings accounts during the previous 6 period. J Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. PFAZFO0396 Issue date 0612812017 Violation city LONGVIEW Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Satisfied RCW/WAC 18.106.020 Violation amount $250.00 Certifications & Endorsements OMWBE Certifications No active certificatns exist for this business. Apprentice TrainifIg Agent Not allowed to have apprentices. Workers' camp Do you know if the business has employees? If so, verify the business is up-to-date on workerscomp premiums. Account is current. L&I Account ID 100,566-00 Doing business as BATES PLUMBINC; Estimated workers reported Quarter 2 of Year 2019 "4 to 6 Workers" L&I account contar-;; T2 / SUSAN BETT3 (360)024-4828 • Email: BETT235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training- Effective July 1, 2019 Exempt from this requirement. Contractor Strike No strikes have ben issued against this contractor. Contractors not a'owed to bid No debarments 11,. ie been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. ffitote Dept st Lahct intit,stties, fete thls site ei stable,' 1p the lows ot the state of trNashington. Help us 'mprove