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Permit PG14-0152 - JERSEY MIKE'S SUBS - RESTROOM PLUMBING, GREASE INTERCEPTOR AND BACKFLOWS
JERSEY MIKE'S SUBS 385 STRANDER BLVD PG14-0152 Parcel No: Address: Project Name: 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 2623049064 Permit Number: PG14-0152 385 STRANDER BLVD JERSEY MIKE'S SUBS Issue Date: 11/25/2014 Permit Expires On: 5/24/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: REGENCY CENTERS LP PO BOX 790830 C/O PROPERTY TAX DEPT, SAN ANTONIO, WA, 78279 CARLOS ALVAREZ 231 GOWEN PL NW , BAINBRIDGE ISLAND, WA, 98110 LEED CORP MECHANICAL CONTR INC PO BOX 896 , BATTLE GROUND, WA, 98604 Phone: (206) 842-1253 Phone: (360) 723-0180 LEEDCCM901PF Expiration Date: 111 DESCRIPTION OF WORK: NEW RESTROOM PLUMBING, ADDITION OF FLOOR SINK, HAND SINK, AND HOT WATER TANK WITH ASSOCIATED PLUMBING. INCLUDES INSTALLATION OF A GREASE INTERCEPTOR AND 2 BACKFLOWS FOR CARBONATED BEVERAGE MACHINES. Valuation of Work: $15,000.00 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Fees Collected: $273.78 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Permit Center Authorized Signature: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2014 2012 Date: I;C— C_1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature Print Name: 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: Grease interceptor shall be installed per manufacturer's specifications. 2: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 3: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 4: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 5: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 6: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 7: 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. 8: 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. 9: 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. 10: 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. 11: 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. 12: 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. 13: 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. 14: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 15: 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 PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING LA Afel, Bui ding Use (p g ) Occupancy (per Int'l Building Code): Utility Purveyor: Water: (per I164sBuilding Code): CITY OF TUK� A Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:!/www.TukwilaWA.gov Plumbing/Gas Permit No. P(H -0 j_ Project No. Date Application Accepted: Date Application Expires: (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 275,5 5c„,c, t-0 te_e_i Tenant Name: PROPERTY OWNER Name: e �^ / (47 Address 1 21 S City: r p O C State: Zip. 9 y�?s G CONTACT PERSON - person receiving all project communication Name: /' �r La U-.v�2 �`` Address: 1 11 M City f`t State: r„ Zip:19tto �1 Phone: g4 l %%3Fax: Gov � Email C o.,c' [ S r? fG�� . C -^'t King Co Assessor's Tax No.: 2- (-Z 7704 " °,B6p�' Suite Number: Qy�� Floor: f New Tenant: [/ Yes ❑.. No PLUMBING CONTRACTOR INFORMATION Company Name: I) Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 1 aGo Scope f W p (please provide detaile information): Cv�w.J l2 1 �- � r a"oe S ll44-� ��- c.�1-.*>� t.0- 1 L t Sewer: H:\Applications\Forms-Applications On Line \201 ] Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page I of 2 Indicate type of plumbing fixtures an gas piping outlets being installed and the qua. ./ below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory 1 Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment I Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet l' Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTH(,JRIZED ENT: Signature: Print Name: ,,nn II Mailing Address: �( fit. �f VV I ago Cit State Zip Date: d G 2,0`� Day Telephone:�i46 g f Z (2 53 H:Wpplications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID $3,004.83'. D14-0322 Address: 385 STRANDER BL n: r26230490 $2,037.9 DEVELOPMENT $1,941.10 PERMIT FEE R000.322.100.00.00 0.00 $1,936.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $96.83 TECHNOLOGY FEE R000.322.900.04.00 0.00 $96.83 EL14-096 ddress: 385 STRANDER BLVD Apn: 2623049064 378' ELECTRICAL, $360.30 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $360.30 TECHNOLOGY FEE $18.02 TECHNOLOGY FEE R000.322.900.04.00 0.00 $18.02 M14-0191 Address: 385'STRANDER BLVD Apn: 2623049064 $367.45 MECHANICAL $349.95 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $317.45 TECHNOLOGY FEE $17.50 TECHNOLOGY FEE R000.322.900.04.00 0.00 $17.50 4-0152 Address: 385 STRANDER BLVD n: 2623049064 $221.13 PLUMBING $210.60 .. PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $178.10 TECHNOLOGY' FEE $10.53 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R3552 R000.322.900.04.00 0.00 $10.53 $3,004.83 Date Paid: Thursday, November 13, 2014 Paid By: RED POLO VENTURES LLC Pay Method: CREDIT CARD 102286 Printed: Thursday, November 13, 2014 12:28 PM 1 of 1 RWSYSTEMS DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID 230 EL14-0961 Address: 385 STRANDER BLVD Apn: 2623049064 90' ELECTRICAL $90.08 PLAN CHECK FEE R000.345.832.00.00 0.00 $90.08 M14-0191 Address: 385 STRANDER BLVD pn: 2623049064 MECHANICAL $87.49 PLAN CHECK FEE R000.322.102.00.00 0.00 $87.49 PG14-0152 Address: 385 STRANDER BLVD Apn: 2623049064 52.65 PLUMBING $52.65 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R3232 R000.322.103.00.00 0.00 $52.65 $230.22 Date Paid: Friday, October 03, 2014 Paid By: C FRANK KARREMAN Pay Method: CREDIT CARD 015753 Printed: Friday, October 03, 2014 3:20 PM 1 of 1 Cirir YSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 367 Permit Inspection Request Line (206) 431-2451 Project: Type of•Inspectiora Address: 385 3 /1 d•- Date'Called: - &C J- } (,61 i 4 I� rea S �I -r_ Special Instructions: —• .- J Date Wanted: _a.m -- / S '/ 5 p.m. Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: X MS 0 - 6/- -c -V--10, CUT f-; e-A- , o n ne m`` -rc o n(e Inspector: Date: REINSPECTION FEE REQUIRED. riot to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project „ / _ , J -CI'S tc-f AA , 14--e .S Type of Inspection: (<..00 .6skt --,:-.4 6,/eArt_ --"-tre/ Address; 4 Date Called: Ati L.... Special Iiistructions: 1 1.>"b Date Wanted: t alii. -- p.m. Requester: Phone No: EjApproved per applicable codes. D.Correctlons required prior to approval. COMMENTS: n K— C r CekSk- 2 N-717-,J 6-C 17-1)( I 6k7-110-L G./ (n 1+" 777—A...1 ..- / A-t t,\J: i I .; 4) 1 ci (-1,1e,L (e.,ii ii,) r '7-7) A4 o rr ),1 I 4 \ InsPector Date: — Is 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 P6 52_ INSPECTION NO. PERMIT NO, A A CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: :-1-e_r_s t\J M;Ke. 5 Type of Inspection: MJAAis . F iQ A- 'Address: / 3 Y5 5—TY fkak-kPER., Date Called: Speciar Instructions: Date Wanted: P.m. Requester. Phone No: ..------- I:Approved per applicable codes. Corrections required prior to approval. COMMENTS; ) f\PP-0 125A., K n3v, 2)- 1--6T IA1 ATV NSF v0 of WA 0 (0) IAU:S M 1 iJ Assr-e T (__1 J-S PiT- teQd NusT be on `t..7 a IN,-Fc:f ca (1 0 A tVe-e_SS, EC esT-1- o 0 ,ux Inspector: Date: REINSPECTI,OW6E REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100, Catt to schedule reinspection. YGlq-0 fs-2, It INSPECTION RECORD Retain a copy with permit PECT1ON 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. ' Date Called: Date Special Instructions: / Date Wanted: (a.m. Requester Phone No: EfApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: P-0(0-t4 E Date; ? -14 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter 81vd.. Suite 100, Catt to schedute reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permi RMIT NO. Project: -3e-f-Stqs Akikez, StAW4"› Type of Inspection: r IL)OAR Tiski Addrew I Date Called: special Instructions: Date Wanted: (1- I I - /4' .m. c137t Requester: Phone No. EjApproved per applicable codes. Corrections required prior to approval, COMMENTS: (,) 01 5—teir DJ6 IT 5 AA 5krUr r : (77 1-0 Inspector: Date:, ,1101•1•M Nov REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pG(.1 Project: . -Sev A, iir; 5 u s io- Type of inspection: fl 4 Address: Y t5 TT A-Aaki Date Called: Special Instructions: ,,----- Date Wanted: 1 6.m.. Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Otc 7,11 P-P Inspector: L Date:i 2 6 - /4- I r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. ES-LF009 For Health Hazard Applications Job Name Job Location Engineer Approval FILE COPY Permit No. LEAD FREE* Contractor Approval Contractor's P.O. No Representative RECEIV '- Series LF009 Reduced Pressure Zone Assemblies 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),stateffs,have-tee»handles. REVIEWED FOR CODE COMPLIANCE eck corXst 3VED Features • Single access cover and modular for ease of maintenance • Top entry - all internals immediate) accesUr 1 0 2O1h • Captured springs for safe mainten. ce ((VV YY `t • Internal relief valve for reduced installation clearances • Replaceable seats for economical r; pair VggitON • Lead Free* cast copper silicon alloy body co�tv4" - 2" (8 - 5omm)BUILDI • Fused epoxy coated cast iron body 21/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted'/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. Test Cock No. 3 Ball Type Test Cocks Test Cock No 2 First Check Module Assembly R.P. Zone Relief Valve Assembly CORRECTION LF009 NU. 04 2014 TUKWAL, P4te BLIC WORK Test Cock No. 4 Second Check Module Assembly Water Outlet RECEIVED CITY OF TUKWILA Now Available 020i4 WattsBox Insulated, Enclo s. For more informatfoh;'sendfor litEawei, R NOTICE Inquire with governing authorities for local installation NOTICE requirements 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 Tess than 0.25% of lead by weight. Watts puct speCAlCdfions in U,S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. 1WATFS® Available Models:'/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S strainer LF - without shutoff valves PC - internal polymer coating Prefix: U - union connections Available Models: 2'h" - 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 install- ing a drain line, an air gap is necessary (see ES -AG). Materials:'/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 stainless steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. Model LF009QT furnished with quarter -turn, full port, resilient seated, Lead Free* cast copper silicon alloy body ball valve shutoffs. Materials: 21/2" 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 175psi (12 bar). Water temperature: 33°F - 180°F (0.5° - 75°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 No. 1013 AWWA C511 CSA B64.4 IAPMO File No. 1563. SP 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 A in. DIMENSIONS mm in. B mm WEIGHT lbs. kgs. 909AGA '/4"-1/2" 009, 3/4" 009M2/M3 y2 13 2' 60 31/4 79 0.625 0.28 909AGC 3/4"-1" 009/909, 1 "-1'/2" 009M2 1 25 31/4 83 4' 124 1.5 0.68 909AGF 11/4"-2" 009M1, 11/4'-3" 009/909, 2" 009M2, 4"-6" 993 2 51 43 111 6% 171 3.25 1.47 909AGK 4"-6" 909, 8"-10" 909M1 3 76 6% 162 95 244 6.25 2.83 909AGM 8"-10" 909 4 102 7% 187 111/4 286 15.5 7.03 909ELA 1/4"-'/2" 009, 3/4" 009M2/M3 - - - - - - - - 909ELC 3/4"-1" 009/909 - - 23 60 23 60 0.38 0.17 * 909ELF 1'/4"-2" 009M1, 11/4"-2" 009/909, 2" 009M2, 4"-6" 993 - - 3% 92 35 92 2 0.91 * 909ELH Vertical 21/2"-3" 009/909 - - - - - - - - A A B Dimensions and Weight: 1/4" - 2" (8 - 50mm) LF009 LF009 1/4" — 2" SIZE (DN) in. mm in. A mm in. B mm in. DIMENSIONS C mm (APPROX. D in. mm in. L mm in M mm in N mm WEIGHT lbs. kgs. /4 8 10 250 45/e 117 3% 86 11/4 32 5'/2 140 2' 60 2'/2 64 5 2 3 10 10 250 4% 117 3e 86 11/4 32 51/2 140 23 60 21/2 64 5 2 1/2 15 10 250 4% 117 33 86 11/4 32 5'/2 140 23 70 2' 57 5 2 3/4 20 10% 273 5 127 31/2 89 11/2 38 6' 171 3'/,e 81 2% 70 6 3 1 25 141/2 368 51/2 140 3 76 21/2 64 9'/2 241 3' 95 3 76 12 5 11/4 32 173/8 441 6 150 31/2 89 2'/2 64 113 289 47/e 113 3'/2 89 15 6 11/2 40 17% 454 6 150 3'/2 89 21/2 64 11 % 283 4% 124 4 102 16 7 2 50 213 543 73 197 41/2 114 31/4 83 131 343 55/,e 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) LF009 Watts G-4000 Series QT — Ball Valves STRAINER SIZE in. mm DIMENSIONS (APPROX.) M in. mm N in. mm Nit in. mm WEIGHT Ibs. kgs. 28 12.7 34 15.4 2'/2 65 3 80 10 254 101/e 257 61/2 165 7 178 91 248 10 254 "[Clearance for servicing MODEL SIZE DN in. mm in. A mm in. C mm in. DIMENSIONS D mm (APPROX.) E in. mm in. L mm in. R mm in. U mm WEIGHT Ibs. kgs. LF009LF 2' 65 — — — — 4% 114 — — 18% 460 — — 105% 270 76 34.5 LF0090SY 2'/2 65 33% 845 15% 403 41/2 114 16% 416 18Ye 460 73 197 10% 270 166 75.3 LF009NRS 2Y2 65 33% 845 11' 289 4Yz 114 163 416 1814 460 73 197 10% 270 161 73.0 LF0090TFDA 2'/2 65 331/4 845 6 152 41/2 114 163 416 18'/e 460 73 197 105 270 150 68.0 LF009LF 3 80 — — — — 41/2 114 — — 18'A 460 — — 10% 270 76 34.5 LF0090SY 3 80 34% 870 181/2 470 41/2 114 16% 422 18'% 460 83 222 10% 270 198 89.8 LF009NRS 3 80 34% 870 123 324 41/2 114 165 422 18% 460 8% 222 10% 270 191 86.6 LF0090TFDA 3 80 34'% 870 7 178 41/2 114 16% 422 18'/e 460 8% 222 10% 270 158 71.7 Capacity Performance as established by an independent testing laboratory. kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 1/2" (8mm) LF009QT 1 0 .25 .60 .75 1 1.17 gpm AP 0 .95 1.9 2.9 3.8 4.5 Ipm kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 3/" (10mm) LF009QT 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm AP 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm kPa psi 172 25 138 20 103 15 69 10 35 5 1/" (15mm) LF009QT * AP O kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 AP 07.6 2.5 5 7.5 3 8 9.5 19 28.5 5 7.5 1.5 2.3 10 12.5 15 gpm 38 47.5 57 Ipm 15 fps 4.6 mps 3/" (20mm) LF009M3QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) LF009M2QT * 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps WWATFS *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 11/2" (32mm) LF009M2QT kPa 172 138 103 69 psi 25 20 15 10 35 5 0 0 AP 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 APO 10 20 30 40 50 60 70 80 gpm 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" (40mm) LF009M2QT * kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP O 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 O kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 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 PA" (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 3" (80mm) LF009 * �P 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps 9001-2008 CERTIFIED A Watts Water Technologies Company USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca ES-LF009 1406 © 2014 Watts City of Tukwila Department of Community Development October 24, 2014 CARLOS ALVAREZ 231 GOWEN PL NW BAINBRIDGE ISLAND, WA 98110 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG14-0152 JERSEY MIKE'S SUBS - 385 STRANDER BLVD Dear CARLOS ALVAREZ, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (BUILDING REVIEW NOTES) 1. The oil/water interceptor is not the type to be used for this application. These are typically for garages or similar. Provide manufacturer's specifications for a grease interceptor that is typically used for kitchen applications. Specify the type and size calculated for this particular application and its use with fixtures specified that will empty into the interceptor. The interceptor shall be properly vented both on intake and discharge side. (2012 UPC 1014.0, 1014.1.1 & 104.2.1) 2. The backflow preventer proposed is not allowed in Tukwila. Provide specifications for a RPPA type backflow preventer that is testable. Refer to Public Works for any questions about type. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • Tukwila Water Department does not allow Dual Check devises for carbonated beverage machine system. The devise must be testable. A Reduced Pressure Principle Assembly (RPPA) is required. Please specify correct backflow on plan and submit backflow cut sheet. RPPA shall be a WA State Dept. of Health approved devise. 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PG14-0152 6300 .Snuthcenter Boulevard Suite #100 • Tukwila Washington 981 RR • Phalle 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development October 14, 2014 CARLOS ALVAREZ 231 GOWEN PL NW BAINBRIDGE ISLAND, WA 98110 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG14-0152 JERSEY MIKE'S SUBS - 385 STRANDER BLVD Dear CARLOS ALVAREZ, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL 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) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Provide isometric drawings of the drain waste vent and water supply for this plan. Specify trap primers with details for floor drains and floor sinks. (2012 UPC 1005 & 1007) 2. Provide elevation of the grease interceptor installation that shows access for maintenance is provided without obstructions and to show the drain waste and vent connections to/from the interceptor and the fixtures it serves. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Submit cut sheet and specifications including maintenance instructions/manual for the proposed below floor grease interceptor. 2) Plumbing General Note 10: specify size and submit cut sheet and specifications for proposed back flows. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can oe reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PGI4-0152 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0152 DATE: 11/04/14 PROJECT NAME: JERSEY MIKE'S SUBS SITE ADDRESS: 385 STRANDER BLVD Original Plan Submittal Revision # X Response to Correction Letter # before Permit Issued Revision # after Permit Issued DEPARTMENTS: PIT IN(/ Buil ing Division hY\ 14 -I)1 Public Works Fire Prevention Structural Planning Division Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/06/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 12/04/14 Approved Corrections Required Approved with Conditions 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 ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 MT PLANEREVIEWRROUTING SLIP PERMIT NUMBER: PG14-0152 DATE: 10/21/14 PROJECT NAME: JERSEY MIKE'S SUBS SITE ADDRESS: 385 STRANDER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: (04- IC"-M-V1 Building Division I COVE le‘ -it V 1 Pudic Works Fire Prevention Structural Planning Division Permit Coordinator ❑ 1 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/23/14 Structural Review Required REVIEWER'S INITIALS: DATE: El APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 11/20/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ( CORRECTION LETTER MAILED: 0-011-"� 1" I l Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0152 DATE: 10/07/2014 PROJECT NAME: JERSEY MIKE'S SUBS SITE ADDRESS: 385 STRANDER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division A S COS 'nib lic Works Fire Prevention Structural Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/09/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required DUE DATE: 11/06/14 Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: L D - I -4- 1`, I f( Departments issued corrections: B1dg,lir-Fire ❑ Ping ❑ PW— Staff Initials: Cn 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: hiip://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals mils# be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (t I `c l Zci Plan Check/Permit Number: PG 1.4-0152 Response to Incomplete Letter # ® Response to Correction Letter # 2 n Revision # after Permit is Issued E Revision requested by a City Building Inspector or Plans Examiner Project Name: Jersey Mike's Subs Project Address: 385 Strander Blvd Contact Person: k ff t TH NIi-711 E1tit( RECEIVED CITY OFTUKWRA NOV :0.412614 PERMIT CENTER Phone Number: 053 "<4 4 - 0737 Summary of Revision: i2 y1.1Er) BA cectf e w Je Pt309 ,4 vO u PP/frRe ' 2ALni trCTI on( i�F rr9 ('— 7 Fele C7 RoFzE. //t/ c ifi?.-E I9rl'L fr7 i t411017 1Z Pei) inTeieff,revz. Sheet Number(s): I "Cloud" or highlight all areas of revision including date of rrevv'sioi Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 1 u \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTA Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: l9 2i1 / 2e /4 Plan Check/Permit Number: PG 14-0152 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner filttlEINED artfoF TUKWILA OCT 21 20% ,PERMIT CENTER Project Name: Jersey Mike's Subs Project Address: 385 Strander Blvd / Contact Person: („ezVeS , t.,ti2. iaPhone Number: - !�G � � - /255 Summary of Revision: d-e-r71/91(1/ 4-144:-; /?./ t 5 /-2-1 e_ie-i-tve_eaei 4_ Sheet Number(s): 777. —/ "Cloud" or highlight all areas of revision including date of re is n Received at the City of Tukwila Permit Center by: -- Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: LEED CORP MECHANICAL CONTR INC Page 1 of 2 41111114 Washington State Department of Labor & Industries LEED CORP MECHANICAL CONTR INC Owner or tradesperson TAPANI, KARL JOHN Principals TAPANI, KARL JOHN, PRESIDENT TAPANI, DAVID WILLIAM, VICE PRESIDENT Doing business as LEED CORP MECHANICAL CONTR INC WA UBI No. 602 586 193 PO BOX 896 BATTLE GROUND, WA98604 360-723-0180 CLARK County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. LEEDCCM901 PF Effective — expiration 10/06/2010-10/06/2016 Bond Western Surety Co Bond account no. 58694919 Received by L&I 10/18/2012 Bond history Insurance American Fire & Casualty Co Policy no. BKA56001085 Received by L&I 03/06/2014 $12,000.00 Effective date 10/19/2012 Expiration date Until Canceled $1,000,000.00 Effective date 03/07/2014 Expiration date 03/07/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602586193&LIC=LEEDCCM901PF&SAW= 11/25/2014 SPECIFICATIONS 1. 4" inleUoutlets Sch. 40. Plain End (No -Hub) 2. Max flow rate: 50 GPM 3. Liquid capacity: 52 GallonsIlliorrnIf NA_ 4. Max grease capacity: 249 lbs. (35 Gallon 5. Max solids/sediment capacity: 12.5 Gallons 6. Unit weight w/std. covers: 92 lbs. 7. 2,000 Ib. load rated, bolted, gas/water tight composite cover. 8. Maximum operating temperature 190 °F continuous. 9. Seamless molded polyethylene tank. NOTES 1. Listed by IAPMO to ASME grease interceptor standard #A112.14.3 and CSA B481.1. 2. Factory installed Built-in flow control. 3. For gravity drainage applications only. Do not use for pressure applications. 4. Seamless high density polyethylene tank. 5. Unit supplied with built-in adapter for up to 3-1/2" of adjustability. Additional riser(s) available for deeper burial depth. 6. Cover placement allows full access to tank for proper maintenance. 7. Vent not required unless per local code. 8. Engineered inlet and outlet diffusers are removable to inspect/clean piping. 9. For on -the -floor or buried applications. 10. Integral air relief / Anti -siphon. 11. Three outlet options for easy rough in. Unit shipped with outlet diffuser in outlet "B". DIFFUSION FLOW TECHNOLOGY I he inlet diffuser splits Incoming effluent into two paths that utilize the entire liquid volume of the tank for efficient grease separation. The calibrated openings greatly reduce effluent turbulence. The effluent enters the main chamber without disturbing the existing grease or sediment layers. The integral air relief/anti-siphon in the top of the outlet diffuser allows pressure stabilization within the unit during operation. The bottom of the outlet diffuser allows only effluent which is free of grease to exit the tank. It can easily be attached to any of the three outlets provided to ease jobsite piping layouts. FILE COPY 28" INLET of inlet and outlet 28-1/2" ENGINEER SPECIFICATION GUIDE Scheer Great Basin I" grease interceptor model # GB-50 shall be lifetime guaranteed and made in USA of seamless, rotationally - molded High Density Polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall be certified to ASME A112.14.3 (type C) and CSA 8481.1, with field adjustable riser system, built-in flow control, built-in test caps and three outlet l /o R R options. Interceptor flow rate shall be 50 GPM. Interceptor grease l capacity shall be 249 lbs. Cover shall provide water/gas-tight seal and have minimum 2,000 lbs load capacity. LTR#, OPTIONS: • Highway rated cover: 16,000 Ib. capacity. • Teleglide field adjustable risers for extending covers to grade • Male pipe thread connections • 3" Plain end pipe or male pipe thread connections • High water anchor kit • Clamping collar kit W0152. 37" Outlet "A" ,(Optional) Outlet "C" (Optional) TOP VIEW 024-1/2" Engineered inlet and outlet diffuser (see description) SECTION "A -A" og 9"� MODEL NUMBER: GB-50 PART NUMBER: 4025-001-XX Outlet "B" (Standard) A J Adjustable adapter RECEIVED NOV 04 2014 TUKVW►-N PUBLIC WORKS See note #10 15-3/4" Invert ECEIVED CITY OF TUKWILA NOV 0 4 2014 PERMIT CENTER Tie -down point for anchor kit ISOMETRIC VIEW 28" City of Tukwila BUILDING DIVISION OU .� SPECIFICATION SHEET DESCRIPTION: 50 GPM POLYETHYLENE GREASE INTERCEPTOR PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SCHIER PRODUCTS. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF SCHIER PRODUCTS IS DWG BY: N.EBERT DATE: 11/25/2013 REV: 2 ECO: 1035 PROHIBITED. Schier Products 9500 Woodend Road Edwardsville, KS 66111 Tel: 800-827-7119 Fax: 800-827-9664 www.schierproducts.com Made in the U.S.A SCHIER PRODUCTS Pioneering Drain Line Purity A WARNING DO NOT AIR PRESSURE TEST UNIT! DOING SO MAY RESULT IN PROPERTY DAMAGE SERIOUS ROOIIYINAIBY, OR BEATR! REFER TO INSTALLATION INSTRUCTIONS FOR CORRECT TESTING PROCEDURE Sheet Descriptions Sheet #1 - Series overview and Warranty information Sheet #2 - General installation guidelines and Operation/Maintenance guidelines Sheet #3 - Below Grade installation guidelines (GB-35, GB-50, GB-75, GB-250) Sheet #4 - Below and Above Grade installation guidelines (GB-15, GB-20, GB-25) Sheet #5 - Multiple unit engineered grease interceptor installation guidelines Sheet #6 - TeleGlide Riser installation guidelines (GB-35, GB-50, GB-75, GB-250) Sheet #7 - TeleGlide Riser installation guidelines (GB-15, GB-20, GB-25) GREAT BASIN GREASE INTERCEPTORS (Models GB-15, GB-20, GB-25, GB-35, GB-50, GB-75 and GB-250) GB-15 15 gpm, 16 gallons 74 lbs. grease capacity Leak/Seal Testing DO NOT AIR TEST UNIT OR TELEGLIDE RISER SYSTEM! Doing so may result in property damage, personal injury or death. Base Unit: To perform a leak/seal test on the base unit, cap/plug all plumbing connections, remove the cover, and fill the unit with water just above the highest connection. Inspect unit and connections for leaks. Check water level at specific time intervals per local code. TeleGlide Riser System: If required by local code, the riser system may be leak/seal tested similar to the base unit. CAUTION: the riser(s) must be supported before filling with water to keep from tipping over. Once riser system is in place and properly supported, cap/plug all plumbing connections on the main unit, remove the cover from the top of the riser assembly and fill the unit and riser system with water to finished grade level. Carefully, as the riser(s) will be very heavy from the weight of the water, inspect all gasket(s) and clamps (if applicable) for any leaks. Check water level at specific time intervals per local code. Lifetime Warranty Effective June 1, 2007 Schier Products Company ("Schier) represents and warrants that HOPE and PP products ("Products") will be free from any and all defects in material and workmanship, including corrosion, during the lifetime of the plumbing system in which the Products were originally installed and will, at its option, agree to repair, replace, or supply credit to the original purchaser. This warranty does not cover damage caused by the Products' normal usage, or wear and tear, nor does it cover damage from naturally occurring phenomenon, including, but not limited to UV, freeze -related damage, or natural disasters. This warranty does not cover the purchaser's cost of routine maintenance including replacement of parts required in routine maintenance. This warranty does not cover fabricated steel products, or any monitoring equipment. This warranty shall be effective if, and only if, the Products: - Were installed in accordance with Schier's notes, specifications and instructions, for installation, operation, and maintenance; ' Were installed in conformance with all applicable building and plumbing codes, and passed all applicable testing methods immediately following installation; Have not been subjected to misuse or abuse, whether negligent or intentional; Were never modified, repaired, or altered by any individual(s) not authorized by Schier. This warranty is the purchaser's sole and exclusive remedy, and acceptance of this exclusive remedy is a condition of the contract for thepurchase of these Products. In no event shall Schier be liable for any incidental, special, consequential or punitive damages, or for any costs, attorney fees, expenses, losses or delays claimed to be as a consequence of any damage to, failure of, or defect in any products including, but not limited to, any claims for loss of profi ts, transportation, removal and installation charges. This warranty is exclusive and in lieu of all other warranties or conditions, written or oral, expressed or implied. Certified Performance Great Basin hydro mechanical grease interceptors are 3rd party performance -tested and listed by IAPMO to ASME #A112.14.3 grease interceptor standard and CSA B481.1 greatly exceeding requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and International Plumbing Code. NOTES: V Schier grease interceptors are rated and manufactured with an internal Flow control system already in place. They do not require an external Flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions.PROPRIETARY .0 wFOr ru GB-20 20 gpm, 22 gallons 109 lbs. grease capacity GB-50 50 gpm, 52 gallons 249 lbs. grease capacity GB-25 25 gpm, 22 gallons 75 lbs. grease capacity GB-250 100 gpm, 275 gallons 1,076 lbs. grease capacity GB-35 35 gpm, 35 gallons 142 lbs. grease capacity GB-75 75 gpm, 125 gallons 616 lbs. grease capacity DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 1 of 7 MATL: PE DWG BY: N.EBERT [DATE: 03/25/2014 REV: 4 Schier Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 800-827-7119 Fan: 800-827-9664 www.schierproducts.com Made in the USA SCHIER PRODUCTS Pioneering Drain Une Purity FLOW---" Isometric View Set unit on level solid surface as close as possible to fixtures being served. tf unit is to be installed below grade refer to below grade installation instructions. (sheet #3) GENERAL INTERCEPTOR INSTALLATION INSTRUCTIONS (GB-250 SHOWN) FLOW I_I _t„.....1._1 I NI Igo 111 of .Il ICI IN Top View (Inside Unit) Connect outlet diffuser to the desired outlet (A,B,C). Unit is shipped with outlet diffuser in location B and sealing caps on locations A and C. Flow Plate To maintain proper flow rate, when interceptor is installed in a high flow or increased head pressure application keep calibrated flow plate installed. Flow plate orifice calibrated to rated flow (GPM) at 13 foot water column. NOTES: Schier grease interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. Top View Connect inlet and outlet drainage lines to unit. Mechanically couple pipes to unit. Do not solvent weld. If connecting multiple units for an engineered grease interceptor system refer to multiple unit installation sheet. (sheet #5) Flow Plate To maintain proper flow rate. when interceptor is installed in a tow flow or reduced head pressure application remove and discard calibrated flow plate. Flow plate orifice calibrated to rated flow (GPM) al 13 foot water column. OPERATION Schier Products offers a complete line of grease interceptor tanks to separate fats, oils, and grease waste from the waste stream and stops it entering the public sewer system. Influent passes through the built-in calbrated flow control, where it is diffused into the main chamber. Lighter grease is forced upward, heavier solids are forced downward. Effluent flows through the outlet, free of grease and food waste. MAINTENANCE 1. Remove cover(s). 2. Remove all contents of the grease interceptor including grease, sediment and wastewater. For most thorough cleaning contact a professional pumper contractor. 3. To access the inlet and outlet lines for cleaning as needed: a.) 4" connections: Remove the inlet and outlet diffusers (inside unit(s)) by hand loosening green locking collars. b.) 6" connections: Remove threaded clean -out plug from the back of the inlet and outlet diffusers. 4. Clean the drain lines, diffusers and air relief thoroughly of all debris before replacing diffusers to original positions or reinstalling threaded clean -out plug. 5. Run sinks to fill unit(s) with water. 6. Inspect gasket for wear and tear. Replace cover(s). 7. Dispose of grease per local code. PUMPING FREQUENCY: Frequency depends on the capacity of the interceptor and the amount of grease and sediment in the wastewater. Monitor each pumping to establish an adequate maintenance schedule based off actual kitchen variances. Levels can be tested with core sampler. Schier Products recommends pumping frequency to exceed no more than 90 days. TROUBLESHOOTING TIPS: In the case of a clog, inlet and outlet diffusers may be removed for line cleaning. Slower than usual sink drainage may indicate the need to pump/clean grease interceptor. Always take proper care to ensure a safe and healthy environment while cleaning interceptor. For best cleaning and maintenance service, call your local sewer and drain contractor. Locking collar Optional outlet Adapter Cover GB-250 Shown Air relief Locking collar DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 2 of 7 MATL: PE DWG BY: N.EBERT I DATE: 03/25/2014 REV: 4 Schier Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 800-827.7119 Fax: 800-827.9664 www.schierproducts.com Made in the U.SA SCHIER PRODUCTS Pioneering Drain Line Purity Concrete Pad must extend 18" outside the unit footprint Concrete Pad must extend 18" outside X the unit footprint as L____J_ L 2 1/2" Min. �-"- I } f 1 60 INTERIOR OR EXTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS (GB-35 (INTERIOR ONLY), GB-50, GB-75, GB-250) BELOW GRADE INSTALLATION INSTRUCTIONS EXCAVATION 1. Install unit(s) as close as possible to fixtures being serviced. 2. Width and length of excavation shall be minimum 12" greater than the tank on all sides. 3. Depth of excavation shall be 6" deeper than tank bottom. 4. Set the tank in well -packed crushed aggregate material Rebar approximately 3/4" size rock. or sand, with no fines. When setting GB-75 (2), GB-250 (2), GB-250 (3)and GB-250 (4) all units must be level. 5. Anchor kit is recommended for installations in high water table conditions to prevent float out. To be determined by specifying engineer. If necessary, order optional 'Anchor Kit" (see detail right). I—GB-250 Shown L J Clean out to grade on inlet pipe of each unit (by others) Flo Top View 1 4" j-Rebor f Elevation View Finished Grade CONCRETE SLAB DETAIL FOR TRAFFIC LOADING (INTERIOR OR EXTERIOR) (GB-250 Shown) Risers to grade Clean out to grade on outlet pipe of each unit (by others) 2-Way cleanout tee (by others) Optional Anchor kit see detail 1111111111.1 �I/1IIIuihIr»; I \I ICI ICI 0ai SIDE VIEW DETAIL BACKFILLING & FINISHED CONCRETE SLAB 1. Preparation of sub grade per geolech recommendations. 2. Stabilize and compact sub grade to 95% proctor. 3. Fill tank with water before backfilling to prevent float out during piping installation. 4. Before backfilling and pouring of slab secure cover(s) and riser/s (if necessary) to the unit(s) 5. Backfll using crushed aggregate material approximately 3/4" size rock, or sand, with no fines. 6. Place 6" aggregate base under slab. Aggregate should be 3/4" size rock, or sand, with no fines. 7. Thickness of concrete around cover to be determined by specifying engineer. If traffic loading is required the concrete slab dimensions shown are for guideline purposes only. 8. Concrete to be 28 day compressive strength to 4000 PSI. 9. NO. 4 rebar (tb 1/2") grade 60 steel per ASTM A615: connected with tie wire. 10. Rebar to be 2 1/2" from edge of concrete. 11. Rebar spacing 12" grid. 4" spacing around access openings. 12. All pipe penetrations to be sleeved or have slip connections. CONNECTIONS 1. Connect waste piping to the unit. When connecting GB-75 (2), GB-250 (2), GB-250 (3) and GB-250 (4) see sheet 95 for multiple unit installation instructions. Optional Anchor kit see detail Crushed aggregate or sand For unit details see specification sheet for selected unit (Connecting pipe and fittings by others) NOTES: Schier grease interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. Concrete slab =11 II II.II I �II,I' -II I111 1 11NIlIf�1....:...:...1 � , p$ 85 lu _ :;-- 71If ITI EXCAVATION AND BACKFILL DETAIL (INTERIOR OR EXTERIOR) Native soil Optional Anchor kit see detail ANCHOR KIT INSTALLATION DETAIL Stainless steel anchor hook Stainless steel anchor strap Stainless steel Anchor plate Stainless hardware Anchor Kit Installation Steps 1. Slide "Anchor Hook" over tie down point on end wall and bolt to Anchor Strap. 2. Bolt "Anchor Strap" to "Anchor Plate" using provided hardware 3. For GB-50, Anchor Strap must be cut and shortened on -site to avoid piping. 4. Hold down force achieved by backfill weight acting on Anchor Plate. 5. Anchor Plate may be bolted to concrete slab, if required, by using holes provided in Anchor Plate. DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 3 of 7 MATL: PE DWG BY: N.EBERT 'DATE: 03/25/2014 REV: 4 Schier Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 800-827-7119 Fax: 800.827-9664 www.schierproducts.com Made in the U.S.A SCHIER PRODUCTS Pioneering Drain Line Purify Parallel Installation of Multiple Grease Interceptor Systems CAUTION: For Flow Rates of 100 GPM or Greater (GB-75, GB-250 only) Flow Splitter (TYP) (Sold Separatly) GB-75 (2 Parallel) 150 GPM, 1,232 Grease Lbs. Inlet manifold (tpy. by others) Outlet manifold (tpyby others) Two -Way cleanout lee ( Detail B) (typ. by others) `J. G B-250 (4 Parallel) 400 GPM, 4,34 Grease Lbs. Two-way cleanout extended to grade recommended before and after each units below grade (typ. by others) GB-250 (2 Parallel) 200 GPM, 2,152 Grease Lbs. Flow from units i GB-250 (3 Parallel) 300 GPM, 3,228 Grease Lbs. --Flow from units Two -Way cleanout tee (by others) Flow to sanitary sewer Detail "B" PARALLEL INSTALLATION OF MULTIPLE GREAT BASIN UNITS For higher flow rates and higher grease storage requirements. For below or above grade installations follow installation instructions outlined in installation packet. Units must be piped as shown above to ensure that the units work properly as the system is designed. TheI distribution of effluent flow, units must Iensure the equal d s u( be in I lspaced w a su e qq Y For systems that are installed below grade it is recommended to install a two-way clean out tee extended to finished grade before and after each unit for line cleaning purposes. Hybrid systems combining parallel and series installations are available per written approval from Schier Products. NOTES: Schier grease interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. PROPRIETARY AND CONFIDENTIAL Series Installation of Multiple Grease Interceptor Systems (GB-75, GB-250 only) GB-75 (2 Series) 75 GPM, 1,232 Grease Lbs. All piping between units to be supplied by others GB-250 (2 Series) 100 GPM, 2,152 Grease Lbs. GB-250 (3 Series) 100 GPM, 3,228 Grease Lbs. GB-250 (4 Series) 100 GPM, 4,304 Grease Lbs. !h %I Ilk IL Al 1K Ai � I■ 1'■I RI• Na■ EMIR,- �I II% 11jr '1% NI_ i \.Its•/ 71LTwo-way cleanout extended to grade recommended before and after each unit if units are below grade (typ.) - GB-250 (4 Series) 100 GPM, 4,304 Grease Lbs. SERIES INSTALLATION OF MULTIPLE GREAT BASIN UNITS • For lower flow rates and higher grease storage requirements. • For below or above grade installations follow installation instructions outlined in installation packet. • Units must be piped as shown above to ensure that the units work properly as the system is designed. • I wit is recommended to install a two-wa y systems that are installed hegrade o clean out tee extended to finished grade before inlet of the primary and after the outlet of the final secondary unit and between units if there is a long run of pipe between units for line cleaning purposes. Remove Bow plate IMPORTANT! Inlet Diffuser Modifications for Secondary Units of series Interceptor system DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 5 of 7 MATL: PE DWG BY: N.EBERT IDATE:03/25(2014 REV: 4 Schler Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 800-827.7119 Fax: 800-827-9664 www.schierproducts.com Made in the U.SA SCHIER PRODUCTS Pioneering Drain tine Purity INTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS (GB-15, GB-20, GB-25) EXCAVATION 1. Install unit(sj as close as possible to fixtures being serviced. 2. Width and length of excavation shall be minimum 6' greater than the tank on all sides. 3. Depth of excavation shall be 6' deeper than tank bottom. 4. Set the tank in well -packed crushed aggregate material approximately 3/4" size rock, or sand, with no fines. CONNECTIONS 1. Connect waste piping to the unit. BACKFILLING & FINISHED CONCRETE SLAB 1. before backfilling and pouring of slab secure cover(s) to the unit(s). 2. Backfill using crushed aggregate material approximately 3/4" size rock or sand with no fines. 3. Place 6" aggregate base under slab. I-450 Ib. Max. load \I�II'IIrI�IQQ I"1`CI pinny GB-20 Shown 2,500Ib. Max. bad —Riser (sold separately) Concrete Crushed aggregate or sand baokfill Native soil GB-20 Shown When the jobsite requires burying unit flush with floor without using a riser kit, maximum cover/unit top load rating is 450 lbs. NOTES: Schier grease interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local SHEET NUMBER: 4 of 7 MATL: PE codes for separate trapping requirements, cleanout locations and additional installation instructions. PROPRIETARY AND CONFIDEMTIAL •.am.'tn... et.3••^tut,tr ^ .-.== f- ••o ""'"`"'" DWG BY: N.EBERT IDATE: 03/25/2014 REV: 4 •, � Reber 30 GB-20 Shown with Riser If concrete slab falls within body of unit, reinforce with rebar, extending 6" beyond footprint of unit to connect main floor slab. INTERIOR ABOVE GRADE INSTALLATION INSTRUCTIONS (GB-15, GB-20 GB-25) CONNECTIONS 1. Install unit as close as possible to fixture(s) being served. 2. Connect waste piping to the unit. GB 15 GB 25 GB-20 DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE Schier Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 800-827.7119 Fax: 800-827-9664 www.schierproducts.com Made in the U.S.A SCHIER PRODUCTS Pioneering Drain Line Purity Tools included (with base grease interceptor unit(s)) • 7/16' Nut driver tool/bit • Silver permanent marker Tools Needed: • Tape measure • Regular or cordless drill with 1/2" chuck Tools needed if Riser(s) require cutting: • Jigsaw or • Cordless circular saw or • Reciprocating saw Riser Assembly Instructions/Steps: 1. If unit is to be costa led on grade (on -the -floor), there is no need for any adjustments. Unit is ready to be put into service. 2. If unit is to be buried: Once unit is set so that the pipe connections line up with jobsite piping, measure total riser height needed from top of cover to finished grade. Make sure you include any future tile work, etc. that may be installed in your finished grade measurements. See figure 1. 3. Select according riser(s) needed based off Table 1. 4. If riser(s) is needed, remove cover(s) from adapter and remove adapter from main unit by loosening upper clamp with included nut driver bit (lower band is factory set do not adjust or remove). On the floor near the unit, insert adaptor into first riser until it stops. If needed, insert bottom of first riser into top of second riser until it stops. You may need to tighten upper clamps during this step to keep risers from shifting. Adapter and riser(s) should sit level with each other. Removal of cover during this process will ease assembly. 5. From the top of the adapter, measure your needed total riser height downward to the sidewall of the riser. Then, add 5" (for GB-35 or GB-50) or 6" ( for GB-75 or GB-250). For example, if you have a GB-250 and need a 15-1/2" extension, you would measure down from the top of the adapter 21-1/2" (15-1/2" + 6" = 21-1/2"). See Figure 2. 6. Refer to Table 2, Table 3 or Table 3a to determine if, and where, any cuts need to be made. If a cut needs to be made, make a circular line around the sidewall of the riser with the included silver marker at your riser height +dimension from step 5. Using a jigsaw, circular saw or reciprocating saw, cut along your line. Discard/recycle the cutoff scrap. 7. Whether the riser needs to be cut or not, make another mark with the silver marker on the sidewall of the riser a distance of 4 INCHES (3 INCHES for a GB-35 w/ 4" connections) above the edge just cut. If you did not make a cut (meaning your riser height + dimension from step 5 line was beyond the bottom edge of your riser), still mark the sidewall of the riser 4 INCHES above where your riser height + dimension from step 5 line would have been. DO NOT cut this new line. Once the riser is installed into the main unit, this new line will end up at the top of the gasket and will aid in re -assembly. See Figure 3. 8. IMPORTANT: Before the next step: 1. Make sure both diffusers are installed inside the main unit at the appropriate locations and check if there needs to be any flow control adjustment on the inlet diffuser. Refer to sheet 2 of the installation instructions for flow control adjustment. 2. Refer to sheet 1 of the installation instructions for leak/water testing procedures. 9. Take riser(s) and adapters apart to reduce the weight during installation. Wipe all sidewalls and inside of gasket with a damp cloth to remove jobsite dust/debris. Install components into the main unit starting from the lowest (cut) riser and working your way toward the finished floor level. Upper clamps at each gasket need to be loosened or removed to aid in assembly. Once riser(s)/adapter is inserted into gasket, upper clamp can be tightened. 10. Verify that the bottom of the lowest riser is protruding at least 2-1/2" but no more than 4" into the main unit from the top of the gasket. Your mark from step 7 should be at the top edge of the gasket on the main unit. If measurements were made correctly, this should happen automatically. See figure 4. 11. If tilting of the adapter is required to be flush with finished grade, it must be done AFTER all clamps have been tightened with riser(s)/edaptor in a vertical and level position. Tilting is achieved by using the flexibility of the gasket. If tilting is done before clamps are lightened, a perfect gasket seal may be compromised. Schier recommends tilting only the adapter versus the entire riser assembly to make sure your riser height is maintained. 12. Tighten all clamps to a minimum of 5 and a maximum of 6 ft lbs. of torque. Use the same torque as you would tighten a rubber no -hub coupling. 13. The adapter must be adjusted upward to achieve certain extension heights. See Table 2, Table 3 or Table 3a. 14. If jobsite riser height conditions change after the above steps have been completed, there may still be room for vertical adjustment in both directions. As long as minimum and maximum overlaps are maintained (see Figure 4). the adapter/riser(s) can be adjusted/cut as many times as necessary. Please follow these steps from the beginning to ensure the proper overlaps are maintained. Call Schier with questions or suggestions @ 1-800-827-7119 Customer Service Hours: 7AM-6 PM CST NOTES: Schier grease interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. TeleGlide Riser (24 Series) Installation Guidelines (GB-35, GB-50, GB-75, GB-250) Cover Adapter Gasket Upper damp Lower damp Adapter Gasket -Upper clamp Lower damp GB-250 (standard) Finished floor- Riser Height Figure 1 Table 1 TeleGlide Riser Order Guide Upper clamp ` -Cover Adapter Lower clamp-, 011 //aaII�_� 511p1 1ir Igt GB-35, GB-50, & GB-75 (standard) Riser Height + Distance from step 5 1 1 Adapter Riser Figure 2 GB•35 S. GB-50 Risser )GB-35w/4 Connections) G875 GB.250 rs yra , Raer He ght e ,RBer ^�Risej,4ty Riser Haight - e 13 MUER] MaLR24HeghiMEM. :113212. 111211MMooERECEooIEDIMooSEMIo© IMEMIEIMICE moo©© IECEMEMEEICEIIKM Note: Available range of adopter only is 2-1/7'. Table 3 for G8-35 and GB-50 Riser Height : RsenB/N Needed Needed alto 3-1/7 >3-1/7'to 6-1/7' >6-1/7to I7' >17' l0 22" None SR24 SR24 SR24 Rner Ofy. Needed 0 t locotron(sh; t®ures ale,ove) None a,b b None` Table 3a for GB-35 w/ 4" Connections 0" to 2-1/7' >2-1 /7' to 5-1/7 >5-1/7'to 16" >I6"to21" aer P/N eeded None SR24 SR24 SR24 Gasket Cover Adapter Upper clamp Lower clamp r Cut location "A" Gaske Upper Clamp SR24 (short riser) (options) component) 1Adapter - Riser t Cut Locafbn(s)'. stied ' (See figures above) None o.b b None' >27 to 32" >37'to 37" LR24 LR24 None' >21" to 31" >31" to 36" LR24 LR24 None' 5. Adjust adapter upwards to reach 20" to 22" 6. Adjust after upwards to reach 35• to 37" PROPRIETARY AND CONFIDENTIAL JFwp, ,w. 7. Adjust adapter upwards to reach 19" to 21" 8. Adjust adaptor upwards to reach 34" to 36" Mark - Figure 3 1-- 4" 1- `Cut Gasket Cullom Lower Clamp "8" Gasket Lower Clamp Unit LR24 (long riser) (optional component) Must be at least 2-1/2" and cannot exceed 4" -Riser/Adapter Figure 4 •3" for a GB-35 with 4" connections Rher}leigfit Needed (for GB•75 and G8-250) R'Set' Qty_-iNeeded but ':Location(s!"'' G8.75 Wale 511G8.250 0' to 6" None 0 0 None' >6" to 8-1/4' SR24 1 1 2 a,b >8-1/4"to 19-3/4" SR24 1 2 b >19-3/4"fo 24" SR24 1 2 None' >24" to 35" LR24 1 2 c >35" to 39" LR24 1 2 None' >39" to 43" SR24 2 4 b >43"to 51-1/2" SR24 1 c LR24 1 2 >51-1/2"to 58" SR24 1 2 None' LR24 >58'to 66-1/7' LR24 2 I 4 c >66-1/2" to 77 LR24 2 4 None 1. Adjust adapter upwa ds to reach 22" to 24" 2. Adjust arlap. upwards to reach 37" to 39" 3. Adjust adapter upwa ds to reach 56" to 58" 4. Adjust adapter upwards to reach 70" to 72" 5. For GB-75Dadaptor will need to be cut short at location"A" to reach 0" - 3-1/2" due to open top diffusers. DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 6 of 7 MATL: PE DWG BY: N.EBERT IDATE:03/25/2014 REV: 4 Schier Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 800-827-7119 Fax: 800-827-9664 www.schierproducts.com Made in the U.S.A SCHIER PRODUCTS Pioneering Drain Line Purity Tools included (with riser kit) • Silver permanent marker Tools Needed: • Tape measure • Philips head screwdriver • Jigsaw or • Cordless circular saw or - Reciprocating saw Riser Assembly Instructions/Steps: 1. If unit is to be buried, you will need an SR 16 riser kit (sold separately). The 16 Series TeleGlide Riser System for these models allows riser heights from 2-1/8" above standard unit up to 16". Only ONE riser may be used per base unit to allow sufficient access to internal serviecable components. See Figure 5. 2. If more than 16" of riser height is needed, you will need to adjust jobsite requirements OR purchase the next available model with a 24 Series TeleGlide Riser System which allows taller riser heights. 3. Once unit is set so that pipe connections line up with jobsite piping, remove cover from unit. Fasten yellow gasketed ring to unit with hardware provided in separate riser kit. Ring flange with 4 bolt notches faces down against the unit. See Figure 1. 4. Push riser into ring until it stops (about 1 inch). See Figure 2. 5. Measure the distance from the top edge of the riser down to the finished floor. Make sure to account for any future tile work in your measurment. See Figure 2. 6. Remove riser from ring. Take measurement from step 5 from the BOTTOM of the riser upwards towards the top of the riser. Mark a line around the riser, and cut with handsaw, jig saw, or reciprocating saw. Remove debris from cut edge with scraper. utility knife, or gloves. See Figure 3. 7. Place cut riser back into ring on unit until it stops. Fasten cover from unit into riser with the same 4 bolts from the unit. Unit is ready to be water tested and backfilled. Install finished floor. See Figure 4. Mark, cut. and deburr Remove cover Install ring / bolts —^7 Figure 1 Figure 3 Riser Finished floor /—M a m r m ent froFigurre 2 NOTES: Sc ii—T er grease interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as Shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions TeleGlide Riser (16 Series) Installation Guidelines (GB-15, GB-20, GB-25) Install Riser Figure 2 Figure 4 Cover cl udedlwith Riser Kit GB-15 Fasten -Cover ,—Finished floor GB-20 GB-25 Riser I Bolts Gaskeled Ring SR16 Riser Kit (Sold Separately) Minimum and maximum riser heights when units are buried. Figure 5 DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 7 of 7 MATL: PE ;niter"''it METagrx oh "a=noOtS i=6 """'" DWG BY: N.EBERT IDATE: 03/25/2014 REV: 4 Schier Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 800-827-7119 Fax: 800-827-9664 www.schierproducts.com Made in the U-SA SCHIER PRODUCTS Pioneering Drain Line Purity