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Permit PG12-110 - WESTFIELD SOUTHCENTER MALL - TCBY
TCBY 1119 S OLJ'1 HCENTER MALL PG12-11O City ofI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov PLUMBING /GAS PIPING PERMIT Parcel No.: 9202470010 Address: 1119 SOUTHCENTER MALL TUKW Project Name: TCBY Permit Number: PG12 -110 Issue Date: 07/19/2012 Permit Expires On: 01/15/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: BRET RYAN Address: 16435 N SCOTTSDALE RD, #195 , SCOTTSDALE AZ 85254 Email: BRET.RYAN @FITCH.COM Contractor: Name: SAYBR CONTRACTORS INC Address: 3852 S 66 ST , TACOMA WA 98409 Contractor License No: SAYBRCI033L7 Phone: 480 998 -4200 Phone: 206 - 439 -2144 Expiration Date: 06/14/2014 DESCRIPTION OF WORK: REVISED PLUMBING TO MATCH THE NEW TENANT IMPROVEMENT LAYOUT Value of Plumbing /Gas Piping: $10,000.00 Uniform Plumbing Code Edition: 2009 Fees Collected: $278.56 International Fuel Gas Code Edition: 2009 Electrical Service Provided by: Permit Center Authorized Signature: Date: I� � l I hereby 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 plumbing /gas piping permit and agree to the conditions on the back of this permit. .e..----r l'..-"■—_-------------- Signature: Print Name: Date: rt • I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -4/10 PG12 -110 Printed: 07 -19 -2012 PERMIT CONDITIONS Permit No. PG 12 -110 1: ** *PLUMBING AND GAS PIPING * ** • 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings 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 and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 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. doc: UPC -4/10 PG12 -110 Printed: 07 -19 -2012 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98/88 http: / /www."1'ukwi l a W A.gov Plumbing /Gas Permit No. 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 Address: Tenant Name: King Co Assessor's Tax No.: Suite Number: ]7) 4' Floor: New Tenant: txr Yes ❑..No CUl� `CTt, SON pmon receiving alfproject` 1IIIIi tion .s ,< Name: 1N2.L`-1-- 2Y4t Name: Zl/j Iit.l o!J ?j L.-c.c.- Address: C Z % 5 (S P Iv - City: pp�� l ��(04)00 State: wA Zip: 7e99Z- CUl� `CTt, SON pmon receiving alfproject` 1IIIIi tion .s ,< Name: 1N2.L`-1-- 2Y4t Address: � p * i6944'S q M. —✓c- 0lAte- f (q� ZIP. rz City: opt �,7ACE" State: et� Phone: - _ er) Fax: tie() , r ,7W �C Email: $2e - rov— -F.IT'C�L . tAit'1 • r,,,•. a ».,, <.....,. Company Name: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ /0,000 Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: 6.4 Ty H:\ Applications \Forns- Applicai ions On Line \2011 Applications \Plumbing Permit Application Revised 8- 9.11.doca Revised: August 2011 bh M �e4v"E-r t"octoo -r-, Sewer. G.( / Page 1 of 2 Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain I 1 f Shower, single head trap Sinks I Rain water system — per drain (inside building) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Each additional medical gas inlets/outlets greater than 5 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 (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Bidet Drinking fountain or water cooler (per head) I 1 f Lavatory Urinal Water heater and /or vent Repair or alteration of drainage or vent piping Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Gas piping outlets Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial I 1 f Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping I 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 I 1 f Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap ' (connected to not more than 4 fixtures - <750 gallon capacity I 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 31'ERIV TORPLICATION -N 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 AUTHORIZED GENT: Signature: Date: 5-Lg•/Z Print Name: gf2.. 1 Vl ,) A Day Telephone: `1� ' ?9B - y Z O Q Mailing Address: f /(p�{=jC. ik) • L.u?724C ` 4d yhC *Z . SSZ 9 City Scale Zip H:\ApplicatiottstFonm- Applications On Line1201 I Applications \Plumbing Permit Application Revised 8- 9- 11.doc, Revised: August 2011 bh Page 2 of 2 • • City of Tukwila n si Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: PG12 -110 Address: 1119 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 05/30/2012 Applicant: TCBY Issue Date: Receipt No.: R12 -02164 Payment Amount: $222.85 Initials: WER Payment Date: 07/19/2012 09:02 AM User ID: 1655 Balance: $0.00 Payee: VING ZHANG TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 01919G ACCOUNT ITEM LIST: Description 222.85 Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 222.85 Total: $222.85 doc: Receiot -06 Printed: 07 -19 -2012 CD. 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://wwwci.tukwila.wa.us SET RECEIPT Copy Reprinted on 05 -30 -2012 at 13:05:18 05/30/2012 RECEIPT NO: R12 -01730 Initials: JEM Payment Date: 05/30/2012 User ID: 1165 Total Payment: 1,247.04 Payee: PING RU ZHANG, ZW TRILLIONS LLC SET ID: S000001752 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D12 -183 1,063.99 EL12 -0500 66.13 M12 -082 61.21 PG12 -110 55.71 TOTAL: 1,063.99 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 1,247.04 TOTAL: 1,247.04 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 66.13 1,180.91 1,247.04 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ■ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tr. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ( Project: °C Q L Type of Inspection: r- AL ii(pvk Address: t1%9 CO O nt- Yo A l l Date Called: Special Instructions: Date Wanted:. N 30--17 a.m. Requester: Phone No: i ?5 - Li'31_oI39 `®Approved per applicable codes. Corrections required prior to approval. COMMENTS: , cv2.1L .-- +0 t .LL 1 c.3c.J C.< InspectBr: Dater-,, EIN,SPECTION FEE REQUIRED. • Prior to 9 xt • inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. 'PERMIT NO. PC91.. l : o CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 0_, _ (206) 431 =3670: Permit Inspection Request Line (206) 431 -2451 Project: -r-c 13(4 Type of Inspection: . 2d;eh -2-2,...) ?Lic; � :.:. Address: k ICI O 0 AiT iV 1 r'A l L Date Called: ". Special Instructions: Date Wanted:. °Zi - tZ C.,m: pm Requester: _ Phone No: . IlApp`oved per applicable codes. Corrections required; prior to.apprcval COMMENTS: Date REly PECTION FEE REQUIRED. rior to next inspection; fee: must be, p id at 6300 Southcenter Blvd.. Sui 100. Call to schedule reinspection.: • INSPECTI0MN0. INSPECTION RECORD Retain a copy with permit PERMIT. NO. CITY OF TUKWILA BUILDING D IVISIO•N 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project. ..1? Address: , r q Sc t r'® g/ Special Instructions: O Approved per applicable codes. COMMENTS: Type of Inspection: Date Called: Date Wanted: Requester: Phone No: 12•.S -1;6 l Corrections required•prior to approval. i -L k -K_ 1 tl f _he..r"e C Ar &6t ! t n t) — ski UC' M J S`"" r3P A3 t ( `l—v TT C:. J -j9DJ1f C_e- L,t ,J 1.,Je4 !1 lJ'1i /Q f • �'l�e'tJl S i ti Inspector: -/171 Date: 1 F1 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) 431 -2451 Project: Q- 't Type of Inspection: f t)) Fjv10J Address: ((1c _ 5:c . 4i J ( Date Called: //30 Z Special Instructions: Date Wanted:. 01 -3V ` a.m. � Requester: Phone No: EApproved per applicable codes. Corrections required prior to approval. COMMENTS: C?rec4 sce._ frvi-erceoivr fFi c1 c..Jlr od - i rrl0.�id Inspector: D5 Date: ( 1 REINSPECTION. FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ES -009 For Health Hazard Applications Job Name Job Location Engineer Approval ctor val Series 009 JUL 17 2012 Repr City of Tukwila BUILDING DIVISION Reduced Pressure Zon A5°�eT nbhrvs Sizes: 'A" - 3" (8 - 80mm) Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the preven- tion of health hazard cross connections in piping systems or for containment at the service line entrance. This series features two in- line, independent check valves, captured springs and replaceable check seats with an inter- mediate relief valve. Its compact modular design facilitates easy maintenance and assembly 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 • Bronze body construction for durability W - 2" (8 - 50mm) • Fused epoxy coated cast iron body 2Y2" and 3' (65 and 80mm) • Ball valve test cocks — screwdriver slotted W - 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 water- way exposed to line fluids. Service of all internal components shall be through a single access bronze cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting: The assembly shall meet the requirements of: USC Manual 8th Editions; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Regulator Co. Series 009. 1-Does not indicate approval status. Refer to Page 2 for approved sizes & models. Watts product specifications In U.S. customary units and metric are approximate and are provided for reference only. For precise measurements. please contact Watts Technical Service. Watts reserves the right to change or modify product design, Construction, specifications, or materials with - out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold.. P@pr-p. A ctor's P.O. No senative =LE copy ' /z" (15mm) 009QT Test Cock No 3 Ball Type Test Cocks Test Cock No 2 First Check Module Assembly 2" (50mm) 009M2QTHC Test Cock No. 4 MU i Pn�lli(U '1).___■• rr.r ii 111111111111Z7 -L,11111 10 s prAsi R.P. Zone Relief Valve Assembly. Second Check Module Assembly Water Outlet ow.AAvailabley WattsBoxlnsulated Encrosures „For more i^ n formaton � sendor>lt teraauc eES sW B., IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTAL d710 BEQR E GCT TR #. 1 . clwOF u LA JUL 1 2o,z pp12- I t 0 PERMIT CENTER WWATFS® Available Models: 1/4" - 2" (8 -50mm) Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360° rotation 3/4" - 2" (20 - 50mm) only PC - internal Polymer Coating LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 2W inlet/outlet fire hydrant fitting (2" valve) Prefix: C - clean and check strainer 3/4" - 1` (20 - 25mm) only U - union connections (see ES-U009) 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 valve shutoffs LF - without shutoff valves S - cast iron strainer 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) Bronze 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. For option- al bronze union inlet and outlet connections, specify prefix U (' - 2 "(15 - 50mm)). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Materials: 21/2 and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with bronze seats • Relief valve with stainless steel seat and trim • Bronze body ball valve test cocks Pressure / Temperature Series 009'/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33 °F - 180 °F (0.5 °C - 75°C). Sizes 2'/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 1 10°F (43 °C) continuous, 140 °F. (60 °C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 AWWA C511 -92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models 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, AQT, PC, NRS, OSY. UL Classified 3/4' - 2" (20 - 50mm) (LF models only except 009M3LF) 21" and 3' (65 and 80mm) with OSY gate valves. MODEL for 909.009 and 993 sizes DRAM OUTLET In. mm In. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AG -A yi' -'h" 009, 'h 13 2% 60 3% 79 .625 .28 3/4" 009M2/M3 909AG -C 3/4 " -1" 009/909, 1 25 3% 83 4% 124 1.50 .68 1"-11/2" 009M2 909AG -F 11Aa " -2" 009M1, 2 51 4% 111 63/4 171 3.25 1.47 11/4" -3" 009/909, 2" 009M2, 4 " -6" 993 909AG -K 4 "-6" 909, 3 76 6% 162 95 .243 6.25 2.83 8 " -10" 909M1 909AG -M 8 " -10" 909 . 4 102 73 187 11'% 394 15.50 7.03 909EL -A '/4' -1/2" 009, 3/4" 009M2/M3 - - - - - - - - 909EL-C 3/4 " -1 ' 009/909. - - 2% 60 23 60 .38.. .17 * 909EL -F 1'/4 " -2" 009M1, - - 3% 92 3% 92 2 :91 11/4" -2" 009/909, 2" 009M2, 4 " -6" 993 * 909EL -H 21/2' -3" 009/909 - - - - - - - - Vertical A B Nik INC 1 B Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009' Suffix HC – Fire Hydrant Fittings dimension 'A' = 25" (637mm) 009 1/4" – 2" SIZE (DN) in. mm in. A mm in. B mm in. OIMENSIONS'(APPROX.) C i nll 0 in mm in. L • mm in. STRAINER DIMENSIONS M mm N in. mm WEIGHT lbs. IQ.s 1/4 8 10 250 4% 117 3% 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 3/6 10 10 250 4% 117 3% 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 1/2 15 10 250 4% 117 3% 86 11/4 32 51/2 140 2% 70 21/4 57 5 2 3/4 20 103/4 273 5 127 31/2 89 11 38 6% 171 33/16 81 2% 70 6 3 1 25 141/2 368 51/2 140 3 76 212 64 91/2 241 31/4 95 3 76 12 5 11/4 32 17% 441 6 150 31/2 89 21/2 64 11% 289 47/16 113 31/2 89 15 6 11/2 40 17% 454 6 150 3' 89 212 64 111/2 283 4% 124 4 102 16 7 2 50 213/6 543 7%4 197 41/2 114 31/4 .83 131/2 343 511/26 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) 009 STRAINER SIZE SIZE ON in. mm in. DIMENSIONS (approx.) in. WEIGHT in. DIMENSIONS D mm (APPROX.) E in. mm M L inm N R mm Nit U mm WEIGHT lbs. kgs. in. mm in. — mm in. mm in. mm lbs. kgs. 21/2 65 10 — 254 61/2 165 9% 248 28 12.7 3 80 101/2 845 257 7 178 10 254 34 15.4 1-Clearance for servicing Watts G -4000 Series QT — Ball Valves MODEL SIZE ON in. mm in. A mm in. C mm in. DIMENSIONS D mm (APPROX.) E in. mm : in. L inm in. R mm in. U mm WEIGHT lbs. kgs. 009LF 21/2 65 — — — — 412 114 — — 181/2 460 — — 10% 270 76 34.5 0090SY 21/2 65 331/4 845 15%a. . 403 41/2 114 16% 416 181/2 460 7% 197 •10% 270 166 75.3 009NRS 21/2 65 331/4 845 .191/4 289 41/2 114 16% 416 181/2 460 7% 197 - 10% 270 161 73.0 0090T 21/2 .65 331/4 845 .6 152 41/2 114 16% 416 181/2 460 714 197 105/6 ' 270 150 . 68.0 009LF 3 80 — — - — 41/2 114 — — 18'/6 460 —. - 105 /a 270 76 34.5 0090SY 3 80 341/4 870 18'/2 .470 41/2 114 16% 422 181/2 460 PA 222 10% 270 198 89.8 009NRS 3 80 34' 870 12% • 324 412 114 161/4 422 18'/2 460 8% 222 105/6 270 191 86.6 0090T 3 80 34 '/4 870 7 178 41/2 114 16% 422 18% 460 83/4 222 10% 270 158 71.7 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 1 55 8 35 5 1/4" (8mm) 009QT 4 6P O kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 .25 .60 .75 1 1.17 gpm .95 1.9 2.9 3 8 4.5 Ipm Sib' (10mm) 0090T 0 .25 .50 .75 1.25 1.50 2.5 3. aP 0 .95 1.9 2.9 3 8 4.8 5.7 9.4 11.8 Ipm m kPa psi 172 25 - 138 20 103 15 1. 69 10 35 5 - aP 0 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 oP 07.6 1" (*5mm) 009QT 2.5 5 7 5 10 12.5 15 gpm 3 8 9.5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps ,3A ' (20mm) 009M3QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0' 0 0 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps 1'*(25mm) 009M2QT 5 10 20 30 40 50 60 70 BO gpm 19 38 76 114 152. 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps WWATFS® kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP kPa psi 207 30 172 25 138 20 103 15. 69 10 35 5 0 0 AP 11/4" (32mm) 009M2QT 10 20 30 40 50 60 70 80 gpm 38 76 1 4 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" (4Omm) 009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 10 20 30 40 50 60 70 80 90 100 1 0 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) 009M2QT APO 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 21/2" (65mm) '009 AP kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 25 50 75 05 10- 295 5 1.5 100 125 150 380 475 570 7.5 10 2.3 3.0 175 200 225 250 gpm 665 760 885 950 Ipm 15 fps 4.6 mps 3" (80mm) 009 AP 25 50 75 100 125 150 175 200 225 250 275 300325 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 9001 -2008 CERTIFIED A Watts Water Technologies Company ES -009 1103 USA: No. Andover, MA • Tel. (978) 688.1811 • Fax: (978) 794 -1848 • www.watts.com Canada: Burlington, ONT. • (905) 332.4090 • Fax: (905) 332-7068 • www.wattscanada.ca 0 2011 Watts SPECIFICATIONS (GB -75) 1. 4" inletloutlets Sch. 40. (No-Hub) 2. Max flow rate: 75 GPM 3. Liquid capacity: 125 Gallons 4. Max grease capacity: 616 lbs. (86 Gallons) 5. Max solids /sediment capacity:' 15 Gallons 6. Unit weight w /std. covers: 130 lbs. 7. 16,000 lb. load rated, bolted. gas/water tight composite covers. 8. Maximum operating temperature 190"F continuous. NOTES 1. Listed by IAPMO to ASME grease interceptor standard #A112.14.3 2. Factory installed Built -in flow control. 3. For gravity drainage applications only. Do not use for pressure applications. 4. 3/8" thick seamless high density polyethylene walls. 5. Unit supplied with built -in adapter for up to 6" 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. Narrow footprint allows clearance through doorways and down stairwells. 9. Engineered inlet and outlet diffusers are removable to inspect/clean piping. 10. For on -the -floor or buried applications. 11. Integral Air Relief./ Anti- siphon. 12. Three outlet options for easy rough in. Unit shipped with outlet diffuser in outlet "B ". A REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2012 City of Tukwila BUILDING DIVISION DIFFUSION FLOW TECHNOLOGY The 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. ENGINEER SPECIFICATION GUIDE Schier Great Basin re grease interceptor model # shall be lifetime guaranteed and made in USA of seam ess, rotationally - molded High Density Polyethylene with minimum 3/8" uniform wall thickness. Interceptor shall be fumished for above or below grade installation. Interceptor shall be built in accordance to ASME A112.14.3 (type C), with field adjustable riser system, built -in flow control, built -in test caps and three outlet options. Interceptor flow rate shall be GPM. Interceptor grease capacity shall be lbs. Cover shall provide water /gas -tight seal and have minimum 2,000 lbs load capacity. OPTIONS: • Teleglide Feld adjustable risers for extending covers to grade • Male pipe thread connections • 6" Plain end pipe connections (No-Hub) • High water anchor kit (set of 2) • Clamping collar kit • Highway rated pickable composite cover MIKHOINWA aleiNC▪ O▪ OR wrily wet* tanks eystons t, of inlet and outlet 46" Outlet "A" (Optional) i�j f�� ►r. Outlet "C" (Optional) TOP VIEW 024" 019" 12" Adjustable adapter Outlet "B" (Standard) so 1. 10>. ` Tie -down point — reinforcing columns for anchor kit See note #11 12 -1/2" 38 -1/2" 26" 23 -3/4" Invert RE V I� cn o riu LA JUL 1 12012 PERMIT CENTER Engineered inlet and outlet diffuser (see description) SECTION "A -A" PART NUMBER: GB -75 CORRECTION LTR# P612-110 DESCRIPTION: GREAT BASIN SERIES POLYETHYLENE GREASE INTERCEPTOR 75 GPM, 125 LIQUID GALLONS, 616 GREASE POUNDS CAPACITY PROPRIETARY AND CONFIDENTIAL THEODUCTION1INWNoR WHOLE RANRt044TNE SOLEPRO op3RPR000CT8.ANr DWG BY: TEU (DATE: 1/14/08 'REV: 4- 10/31/11 IMATL: PE THEW INFORMATION CONTAINED A S WHOLE POPBITEO LE PROPERTY Of IER PR PROOE...NV ISOMETRIC VIEW 32" 1/- ANCHOR KIT -I\ END VIEW SPECIFICATION SHEET 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 N )4. • SCHIER PRODUCTS Pioneering Drain Line Purity WARNING �. \DO NOT AIR PRESSURE TEST UNIT) min sir tsar natural pgTY nuasF, sans Balm aunt suurat URI TO BIIETIW ITIMI mammon FOROORBECT TF311Ne PROCEMML Sheet Descriptions • Sheet 81 - Series overview. and Warranty information Sheet p2 . General installation guidelines and Operation/Malnlenance grodennes Sheet e3 - Below Grade installation uidelines (G8.35. G13-50. GB -75. 6&125, GB -250) Sheet 44 - Below and Above Grade installation guidelines (G8 -15, G1330. 013-25) Sheet p5 - Multiple unit engineered 910030 interceptor installation guidelines Sheet 06 - TeleGlide Riser installation guidelines (GB -35, G8.50. G &75.69.125. GB -250) Sheet p7 - TeleGtide Riser installation guidelines (69.15, G8-20. GB -25) GREAT BASIN GREASE INTERCEPTORS (Modals GB -15, GB-20, GB -25, G8-35, GB -50, GB -75, GB -125 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 untl, cap/ plug alt plumbing connections: remove the cover, and rill the will with water just above the highest connection. Inspect unit and connections for teaks. Check water level at specific time intervals per local code. TeleGitde Riser System: If required by local code, the riser system may be leak/seal tested similar to the Rasa unit. CAUTION: the !Harts) must be supported before filing with water to keep from upping over. Once riser system ism place and properly supported, cap/plug ell connections on the main unit. remove the cover from the tap of the nser assembly and fill the unit and riser system with water to finished grade level. Carefully. as the risers) will be very heavy from the weight of the water. Inspect a8 gasket(s) and damps (d applicable) for any leaks. Check water level at specific bme intervals per local code. Lifetime Warranty Effective June 1, 2007 Sehier Products Company (-Schtef) represents and warrants that HDPE and PP products (-Products) will be free from arty and all detects In material and workmanship. inducting corrosion. during the lifetime of the plumbing system. in which the Products were odginetty installed and will. al 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 i1 cover damage from naturally occurring phenomenon, including, but not limited to W, freeze - related damage, or natural disasters. This warranty does not cover the purchaser's coal of routine maintenance mdud'mg replacement of parts required in routine maintenance. This warranty does not cover fabricated Meet products. or any monitoring equipment This warranty shag be effecllve (1. and only 8. the Products: Were installed In accordance wlth Settler's notes, spectficatiens and instructions, for installation, operation. and maintenance; Were installed in conformance wgh all applicable building and plumbtrrg codes. and passed ail 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 arty rnd)vtdual(s) not authorized by Scheer. This warranty Is the purchaser's sole and exclusive remedy, and acceptance of this exclusive remedy is a motion of the contract for thepurchaae of these Products. In no event shag Scheer be liable for any incidental, special- consequential or punftive 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 gritted to. any claims for loss of profi ts. transportation. removal and installation charges. This warranty is exclusive and in lieu of all other warranties 01 conditions, wnten or oral, expressed or implied. Certified Performance Great Basin hydro mechanical grease Intercepters are.3rd parry performance-tested by NSF and listed by IAPMO to the ASME SA112.14,3 grease interceptor standard (Note: GB-125 is not listed. but is factory- rated). greatly exceeding requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and International Plumbing Code. Models GB-75 and GB-250 have been approved by 000*municipal pretreatment authorities as equivalent to larger: less efficient gravity grease Interceptors. NOTES: Sever grease Interceptors are rated and manufactured wgh an internal flow control system already in place. They do not require an extemal flow control system or air intake vent. Schorr grease iMercopton are col to be installed in any other manner except as shown. Consult local codes or separate bapphi9.regkdremants, deanout lodations and edr ition0l installation instmctioes. rwrra*wnumcaaonnw GB -20 20 gpm, 22 gallons 109 lbs. grease capacity GB-50 50 gpm, 52 gallons 249 lbs. grease capacity GB -125 100 gpm, 125 gallons 450 lbs. grease capacity GB -25 25 gpm, 22 gallons 75 lbs. grease capacity GB -75 75 gpm, 125 gallons 616 lbs. grease capacity GB -35 35 gpm, 35 gallons 142 Ibs. grease capacity GB -250 100 gpm, 250 gallons 1,076 lbs. grease capacity DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 1 of 7 MATL: PE DWG BY: TEU DATE: 11/1/10 REV: 3 - 11/07/11 Schter Products 9500 Woodend Rd Edwardsvgle, KS 66111 Tel: 000- 8274119 Fax: 800- 827.9684 vow. actierproduc Is.e.ore Made In the U.S.A SCHIER PRODUCTS Pioneering Droin Lino Purity FLOW--r Isometric View Set unit on evel solid surface as close as possible to fixtures being served. 11 unit Is to be installed below grade refer to below grade installation instructions. (sheet 63) GENERAL INTERCEPTOR:INSTALLATION INSTRUCTIONS (GB -250. SHOWN) FLOW •■ Top View (Inside Unit) Connect outlet diffuser to the desired outlet (A.B,C). Unit is shipped with outlet diffuser in location B and seating caps on tocations•A and C. NOTES: - sehmr 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. Schler ggrease interceptors are.notto bo installed In any other manner except as shown. Consult local codes for separate trapping requirements. deanout locations ar0 addnbnal insteltatlon fnstructlons. Top View Connect inlet and outlet drainage Ones to unit_ Mechanically couple pipes to unit. Do not solvent weld. It connecting Multiple units for an engineered grease interceptor system refer to multiple unit installation sheet. (sheet 05) Fiore Plat. r To maintain proper flaw rate, when interceptor is installed in a high flow or increased head . pressure application keep calibrated flfow plate installed. Flow plate orifice calibrated to rated flow (GPM) at 13 foot water column. 0000 444•414 44 _4441 44•1141.Z. e.OMKtav A08 e.0etMat To maintain proper flow rate, when interceptor is ins(atted In a low how or reduced head Pressure application remove end discard calibrated lbw plate. • Flow plate orifice calibrated to rated flow (GPM) at 13 foot water column. \,eN Tom 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 thepubtc 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 an contents of the grease interceptor including grease. sediment and wastewater. For most thorough cleaning contact a professional pumper contractor. 3. To access.ihe 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 cleanout plug from the back of the inlet and outlet diffusers. 4. Clean the. drain Ones. diffusers and air relief thoroughly of an debris before replacing diffusers to original positions or reinstalling; threaded cleanoul plug. 5. Run sinks to fill units) with water. 6.: Inspect gasket for wear and tear. Replace cover(s). 7. Dispose of grease per local code. PUMPING FREQUENCY: Frequency depends an tho 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. Schter Products recommends pumping frequency to exceed no more than 90 days. TROUBLESHOOTING TIPS: In the case of a Wog, inlet and outlet diffusers may be removed for tine 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 tmaintenance `service, call your local sewer and drain contractor. Locking collar Adapter Air reset Locking collar GB -250 Shown DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 2 of 7 MATL: PE DWG BY: TEU DATE: 11/1/10 REV: 3 - 11/07/11 Schler Products 9500 Woodend Rd Edwardsville, KS 88111 Tel: 800. 827.7119 Fax 800.827 -9664 wwwxhierproducts.com Made to the U.SA SCHIER PRODUCTS Pbnoonng Drain Lug Purity Concrete Pad must extend 18' outside the unit footprint INTERIOR OR EXTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS (GB -35 (INTERIOR ONLY), GB- 50,.GB -75, GB -125, GB -250) BELOW GRADE INSTALLATION INSTRUCTIONS EXCAVATION 1. Install und(s) as dose as possible to fixtures being serviced. 2. Width and length of excavation shall be minimum t2' greater than the tank on a0 sides. 3. Depth of excavation shall be 6' deeper than lank bottom. 4 Sot the tank in well- parked crushed aggregate material Reber approximately 3/4' size rock or sand. with no fines. When setting GB -75 (2), GB -250 (2), G&250 (3)and GB -250 (4) all units must be level. 5 Anchor kll is recommended for insla9atbns in high water Iabre conditions to prevem float out To be determined by specifying engineer. It necessary, order optional 'Anchor Kit' (see detail right). Concrete Pad must extend 18' outside the unit footprint Top View —Reber r4• ) finished Grade Clean out to grade on Inlet pipe of each unit (by others) Elevation View CONCRETE SLAB DETAIL FOR TRAFFIC LOADING (INTERIOR OR EXTERIOR) • (GB -250 Shown) Risers to grade Chian out to grade on octet pipe of each unit (by others) Fbw 2 -Way deanout lee (by others) 2 -Way cteerrout —lee (by others) Optional Anchor k6 see detail SIDE VIEW DETAIL Optional Anchor kit . see detait . . For unit detains see specification sheet for selected. unit (Connecting pipe and fittings by ethers) NOTES: Scheer grease interceptors are rated acid manufactured with an internal flow control system already in piece. They do not require an external flow control system or air intake vent. Saltier grease Interceptors are not to be installed In any other manner except as shown. Consult local codas for separate trapping requlernenls, cleanout locations and additional installation instructions. BACKFILLING 8 FINISHED CONCRETE SLAB 1 Prepparatlon of sub grade per geotech recommendations. 2 Slablf¢e and compact sub grade to 95% proctor. 3 Flit tank with water before baddii8ng to prevent float out during piping installation. 4 Before beck90ng and pouring of stab secure cover(5) and riser's ('d necessary) to the unit(s) 5 680[68 using crushed aggregate material approximately 314' size rock. or sand. with no fines: 8 Plate 6' aggregate base under slab. Aggregate should be 314' size rock, or sand, with no fines. 7 Thickness of concrete around cover to be determined by specifying engineer. if traffic landing is required the concrete slab dimensions shown are for gu t:Wine purposes only: 8. Concrete to be 28 day compressive strength to 4000 PSI. 9. 10.4 caber (0 1/2) grade 60 steel per ASTM A615: connected with lie wire. 10. Reber to be 21/2' from edge of concrete. 11, Reber spacing 1r grid. 4' spacing around access openings. 12. A11 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 45 for multiple unil installation instructions. Crushed aggregate or sand V=❑= 1131tdt=i1- 11?IfcIf- 11a'll_II= 11- tI-1f 4I -11 ��Ire=I1 =' EXCAVATION AND BACKFILL DETAIL (INTERIOR OR EXTERIOR) 0000 .ewt reeverec.erocxruc ilmamm ANCHOR KIT INSTALLATION DETAIL Anchor Kit Installation Steps 1. Slide 'Anchor Strap' over tie down point on end wall and boil together using provided hardware. 2. Bolt "Anchor Strap' to 'Anchor Plate' using provider' hardware 3. Hold down force achieved by backr9l weight acting on Anchor Plate.. 4. Anchor Plate may be bolted to concrete slab. if required. by using hales provided in Anchor Plate. DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 3 of 7 MATL: PE DWG BY: TEU )DATE: 11/1/10 REV:3 - 11/07/11 Schler Products 6500 Woodend Rd Edwardsville, KS 66111 Tel: 890427.7119 Fax: 800.827-9864 www.schierpredeets.com Mad. In the U.S.A SCHIER PRODUCTS Pioneering Drain Lino Purity INTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS (GB -15, GB -20, GB -25) EXCAVATION 1, Install units) as dose 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 lank to wet- packed crushed aggregate material approximately 3/4" size rock, or sand, with no fines. CONNECTIONS 17- Conned waste piping to the unit. BACKFILUNG 8 FINISHED CONCRETE SLAB 1. Before beckfding and pouring of stab secure cover(s) to the unit(s). 2. Backfill using crushed aggregate material approximately 374' size rock or sand with no fines. 3. Place 6' aggregate base under slab. —150 Ib. Max. Ind et a. .]f ..i,•; ..:ki *550 t11 - ::`-- u...ti. -e. `... .-__ ,.;i•,.. -;.. ,:.fir =. Concrete GB -20 Shown Cnated aggregate or sand backm GB -20 Shown When the Jobslle requires burying unit (lush with floor without using a riser kit, maximum coverluna lop bad rating i3 450 tbs. w NOTES: Seiner grease interceptors are rated and manufactured with an mlemal.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 strewn.. Consult Local codes for separate trapping requirements, cleanout locations end additional imtallatton instructions. GBa20 Shown with Riser If concrete 'stab fails within body of unit, reinforce with rebar, extending 6' beyond footprint of unit to connect main floor slab. O©®®® .•11 sWani .INTERIOR ABOVE GRADE INSTALLATION INSTRUCTIONS (GB -15, GB -20 GB -25) Ili �i 1 /fir GB -20 Shown CONNECTIONS 1. Install unit as dose as possible to &sterols) being served. 2: Conned waste piping to the unit. GB -15 GB -25 GB -20 DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 4 of 7 MATL: PE DWG BY: TEU DATE: 11/1110 REV: 3.- 11/07/11 Schler Products 9000 Woodend Pd Edwardsville. KS 66111 Tel: 800. 627.7119 Fax: 600.827.9654 rnrw.eehlerproducts.com Made to the U.S.A SCHIER PRODUCTS Pioneering Dram line Purity Parallel Installation of Multiple Grease Interceptor Systems CAUTION: For Flow Rates 01 100 GPM or Greater (GB- 75,.GB -250 only) Two-Way deanout Inlet manifold j tee (see Detail A) (typ. by others) Ilya. by others) 1 iaiarl Imm o! Ifr 71 r III Two-way cleanout extended to grade recommended before GB -75 (2 Parallel) Two-Way cieanout. —/ and after each unit 150 GPM, 1,232 Grease Lbs. tee (see others) B) d testis are below grade (IYp- by cutters) (lyp. M others) GB-250 (2 Parallel) GB-250 (3 Parallel) 200 GPM, 2,152 Grease Lbs. 300 GPM; 3,228 Grease Lbs. l GB-250 (4 Parallel) 400 GPM, 4,304 Grease Lbs. ---Flow to units Flow from units --•••) rFlow from fixtures Two-Way deanout tee (by others) Detail "A" Flow to units--- - —•—Flow from units Two-Way deanout tee. (by others) Flow to sanitary 1 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 property as the system. is designed. • The units must be equally spaced to °Havre tito equal distribution of eilluentflow. • For systems that are installed below grade It Is recommended to install a two-way deanout tee extended to finished grade before and after each unit for line cleaning ppopr!ppooSea Hlmnd systems combining parallel and series installations are available per written approval from Schler Products NOTES: Scher 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. SOluer grease interceptors are not to be installed In any other manner except as shown. Consult local codes for separate trapping requirements, deanout locations and additional installation Instructions. wiorxeruty em rnwreor uu. Series Installation of Muklple Grease Interceptor Systems (GB -75, GB -250 only) .irJ ?.... GB -75 (2 Series) 75 GPM, 1,232 Grease Lbs. All piping between units to be supplied by others is "t:Gh.. GB -250 (2 Series) 100 GPM, 2 ;152 Grease Lbs. Two-way deanout extended to grade recommended before and after each unit If units are below grade (IYP.) GB -250 (3 Series) 100 GPM, 3,228 Grease Lbs. GB-250 (4 Series) 10D GPM, 4,304 Grease Lbs. SERIES INSTALLATION OF MULTIPLE GREAT BASIN UNITS • For lower now rates and higher grease storage requirements. • For below or above grade Installations follow instacadon instructions outlined in installation packet. • Units must be piped as shown above to ensure that the wilts work property as the system is designed. • For systems that are installed below grade it is recommended to Install a two -way dean out tee extended to flnblted grade before inlet of the primary and after Me outlet of the final secondary unit and between units if there is a long run of Moe between units for line cleaning purposes. • when installing units in series secondary urdt inlet diffusers need modification prior to Install. See details to right. • Hybrid systems combining parallel and series installations are available perwntten approval from Schier Products. Remove face of snout wta, saw IMPORTANT! Cut off top V2 of diffusor ar relief Wet Mouser Modiflpadons for Secondary Urita of series interceptor system DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 5 of 7 MATL: PE DWG BY: TEU IDATE: 11/1/10 REV: 3 - 11/07/11 Schler Products 9500 W oodand Rd Edwardsville, KS 66111 Tel: 800.621.7119 Fax: 500-6627-9664 www.schlerproducts.com. Made to the U.SA /_1 SCHIER PRODUCTS P'onooring oroin Lino Purify Tools includedYWlth base grease Interceptor unit(s)) • 7/16" Nut dnvot tool/bit • Silver permanent marker Tools Needed: • Tape measure • Regular or cordless dre1 with 1/2' chuck Tools needed If Riser(s) require cutting: • Jigsaw or • Cordless circular SaW or • Reciprocating saw Riser Assembly Instructions/Steps: f. 11 una is 10 be installation grade (on -fire•floor), there Ls no need for any adjustments. Unit is ready to be pul into service. 2. 11 unit is to be buried: Once unit is set so that the ppe.connections fine up with jobske piping, measure total riser height needed from lop of cover to finished grade. Make sure you include any htture the work eto that may be Installed In your finished grade measuremers- See figure 1. 3. Select according risers) needed based off Table 1. 4, a riser(s) le needed, remove cover(s) from adapter and remove adapter from main unit by loosening upper damp 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 era it slaps. If needed. insert bottom of first riser into lop of second riser unto it stops. You may need to Tighten upper damps during thls step to keep risers from shifting. Adapter and riser(s) should sit levet 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 sideway of the riser_ Then, add 5' (for GB-35 or GB -50) or 6' ( for GB-75, GB -125 or GB -250) For example.11 you have a 08-250 and need a 15.1/2' extension. you would measure down from the lop of the adapter 21 -1/2' (15 -1/2' + 6' = 21 -1/21. 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 dot needs to bo made. make a circular line around the sideway of the riser with the included silver marker al 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 rid or rroL make another mark with the saver marker on the sidewafl of the user a distance of 4 INCHES (3 INCHES for a GB -35 wr 4' connections) above the edge just cut. 'ff m you did not a e a w (meaning your riser/might + dimension from step 5 fine was beyond the bottom edge of your riser). still mark the sidewall of the 0001 41NCHES above where your riser height + dimension tram step 5 line worAd have been. DO NOT cut this new tine. Once the refer rs .nsteled into the main unit, this new line will end up at the top of the gasket and will aid in reassembly. See Figure 3. B. IMPORTANT: Before the next step: 1. Make sure both diffusers are installed al0ide the main una at the appropriate locations and check if there needs to be any low 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 risers) and adapters apart to reduce the weight during installation. Wipe 0e sldewalls and inside orgaskel with a damp cloth to remove jobsee dust/debris. Instal( components info the main tine starting from the lowest (cut) riser and working your way toward the 210)0hed floor level. Upper clamps at each gasket need to be loosened or reproved to aid in assembly. Once riser(syadapter is inserted into gasket, upper. damp can be tightened. 10. Venfy that the bottom of the lowest mar is protruding at bast 2 -1/2' but no more than 4' into the main unit from the top of the gasket Your mark ham step 7 stl0uld be et the top edge of the gasket on the main stmt. If measurements were made correctly. this should happen automatically. See figure 4, 11. II tgting of the adapter is required to be flush with finished grade, it must be done AFTER all damps Save been lightened with dser(syadaptor in a vertical and level position. Toting is achieved by using the flexibility of the gaskoL 11 tilting is done before damps are lightened, a perfect gasket seal may be compromised. Schist recommends tilting only the adapter versus the entire riser assembly to make sure your riser height is maintained. 12. Tighten all damps to a minimum of 5 and a maximum of 6 ft Ibs, of torque. Use the same torque as you would tighten a rubber no-hub coupling. 13. The adapter must he 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 compteted, there .may still be room for vertical adjustment In both directions. A9 long as mimmmum and maximum overlaps are maintained (see Figure 4), the adapter /rtser(s) can be adjusted/cut as many braes as necessary. Please folw these steps from the beginning to ensure the proper overlaps are • maintained. Cali Scbinr with questions or suggestions /9 1-800827 -7119 Customer Service Hours: 7AM -5 PM CST NOTES: Sc Tier grease interceptors am rated and manufactured with an internal flow coned system already in place. They do not require an external flow control system or air intake vent • Scheer grease interceptors are not to be insW9ed In arty other manner oxcepl as shown..Consut11ow1 code$ for 600013(0 trapping requirements: deanout locations erd odditgnal lnstatlaflon vhstructlons. TeIeGllde Riser (24 Series) Installation Guidelines (GB•35, GB-50, GB -75, GB -125, GB -250) ) Cover Cover+ Adapter Gasket Upper damp Lower damp Adapter Gasket Upper damp Lover dam. - GB -250 (standard) Figure 1 �� -Cover GB -35, GB -50, G8 -75 & GB -125 (standard) Riser Height + Pristince.tmm step 5 Adapter- Riser Figure 2 I ::5101 L.1 ,Clidc rue: Order Guid•. 06-35 i. GB So I01 •2 5' Connoc..onl I pG 5s C3 -1 5 1 Ca-210 (' ' ' =; ta0000CEMMooEMEE2o© �® oO ofc Avoloble range of ony'Is2•1/7. I *1,1, .1 :C105 35 and G6 50 Ql�l���•�i�1��i.ui •� EMEVEMIEMENNUMMI S. Adjust adapter upwards to reach 20- t0 22' 8, Adjust upwards to roach 35' to 37- rR00eat00r 00 <W W 0IX1wr Gasket Cover- Adapter - Cut location "A" Adapter & Cover (standard component) SR24 (short riser) (optional component) 7 Adjust aaddaappter upwards to mach 19' to 21' 8. Adjust aapjiler upwards to mach 34- to 36" LR24 (long riser) (optional component) Upper Cramp Gasket �' Lower Clamp Unit Must be of recut 2.1/2" and cannot exceed r RisorrAdapter Figure 4 '3' for a GB-35 with 4• connections 1. Aeryst ad ter upwards to rotten 22' to 24' 2. Adjust er upwards to reach 37' to 39' 3. Adjust r upwards to reach 56' to 58' 4. Adjust adapter upwards to reach 70' to 72' DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 6 of 7 MATL: PE DWG BY:TEU DATE: 11/1/10 REV: 3.11 /07/11 Solder Products 9500 Weodend Rd Edwardsville, KS 66111 Tel: 800-827.7119 Fax: 800-827 -9664 wwwschierproducts.com Made In the U.SA SCHIER PRODUCTS Pioneering Drain Line Purity Idhlc 2 Ater Het# 1 No°der� ( or GB 75 00.125 N " and GB20) m• l IN.2/∎R3�i '] p MilrE i 11F1111=1FMINI _ INEMINMIIIMMI111111111111111•11111MI .43* ha sr -1/2" -.,a C 551 -1 /T to 58' mtrTrm None' mwnmur5 a s�i- >66•1 C to 7_aaaaaaawlelaaN 1. Aeryst ad ter upwards to rotten 22' to 24' 2. Adjust er upwards to reach 37' to 39' 3. Adjust r upwards to reach 56' to 58' 4. Adjust adapter upwards to reach 70' to 72' DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 6 of 7 MATL: PE DWG BY:TEU DATE: 11/1/10 REV: 3.11 /07/11 Solder Products 9500 Weodend Rd Edwardsville, KS 66111 Tel: 800-827.7119 Fax: 800-827 -9664 wwwschierproducts.com Made In the U.SA SCHIER PRODUCTS Pioneering Drain Line Purity Tools Included (with riser kit) —Silver permanent marker Tools Needed: • tape measure • PMllips head screwdrver • Jigsaw or • Cordless circular saw or • Reciprocating saw Riser Assembly Instructions /Ste s: 1. II and n to bebuned, you will need an R16 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 oer base unit to allow sufficient access to internal serviecable components See Rolle 5 2. If more than 16' of riser heIgM is needed, you writ need to adjust jobdte requirements OR purchase the nest available model with a 24 Series TeleGtlde Riser System which allows taller riser heights. 3. Once unit is set so that pipe connections line up w1te Iobsbe pgtmg, remove cover from unit. Fasten yellow gasketed ring to • umt with hardware provided In separate riser kit Ring flange with 4 boa notches (aces down against the unit. See Figure 1. 4, Push riser into ring until it stops (about 1 inch). See Figure 2. 6. Measure the distance from the top edge of the riser down to the finished floor. Make sure m account for any future tile work on your measuement. 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 fine around the riser. end 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 rig on unit until it stops. Fasten cover from unit into riser with the same 4 bolts from the unit, Untl M ready to be water tested and baclddled. Install finished floor. See Figure 4, Mark. set and deed, Figure 1 Figure 3 NOTES: Scheer grease interceptors are rated end 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 lor separate trapping requirements, deanout rotations and additional installation instructions TeleGlide Riser (16 Series) Installation Guidelines (GB -15, GB-20, GB-25) OCoverr baao onit Riser GB -15 Figure 2 inake Riser r—Fexm Cover r--Fi nsMd Iha. Figure 4 o uer+Rr u•a eoarou+w GB -20 GB-25 SR16 Riser Kit (Sold Separately) Minimum and naxbnum riser heights when units are burled. Figure 5 DESCRIPTION: GREAT BASIN INSTALLATION. OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 7 of 7 MATL: PE DWG BY: TEU DATE: 11/1/10 REV: 3 - 11/07/11 Seiler Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 900.627.7119 Fax: 800427 -9664 www.schlerproducts.com Made In the U.S.A crrl, r r SCHIER PRODUCTS Pioneering Oratn lino Purity • • Building Division Review Memo Date: Project Name: Permit # Plan Review: Tukwila Building Division Dave,Larson, Senior Plan Examiner June 15, 2012 TCBY PG12 -110 Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. A grease interceptor is required for this space as a grease waste sewer line is not available per Scott Preister, Regional Tenant Coordinator for Westfield Mall. Please provide the make and model number with sizing calculations of the proposed interceptor. At a minimum, the pot sink and the triple sink should tie into the grease interceptor and any of the floor sinks that might catch fats, oils or grease. Please provide an elevation or cross - section detail to show all parts of the system including vents, flow control, indirect waste, traps, fixtures, etc. Please also include the manufacturers specifications and installation instructions for the grease interceptor. 2. Provide the make and specific model number manufacturers specification sheets. 4 E 2ovtscS A ra'L C' 4e_ ituTe- Z-L 7°TD I -- Go t.4 of the proposed backflow device. Include the . 4 PL''/ -t t t TAN 4 a w pev-4.6- Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. zS . • July 10,2012 RE: TCBY Westfield Southcenter Mall, Suite D36 633 Southcenter Seattle, WA 98188 To whom it may concern: d p c e don penn • consulting engineer In response to your plan review comments for the above mentioned project, we have made the following corrections to the construction documents or written explanation below. All changes have been clouded delta one: Mechanical Comments: Comment #1: Per section 501.2 of the Uniform Mechanical code Exhaust discharge. The air removed by every mechanical exhaust system shall be discharged outdoors at a point where it will not cause a nuisance and not less than the distances specified in section 501.2.1. the air shall be discharged to a location from which it cannot again be readily drawn in by a ventilating system. Air shall not be exhausted into an attic or crawl space. Also the mall is considered a corridor and in the case of smoke or fire, it would not be appropriate to blow smoke out into the mall. Response: The supply /exhaust system originally designed to circulate air to the prep area has been removed and replaced by a VAV connected to the LL system. Since the circulation system was removed the exhaust fan discharging into mall common has been removed. Comment #2: Please show how outside fresh air will be supplied to this tenant space. Response: Circulation system originally designed has been removed and replaced by a VAV connected to the LL system. The LL system is maintained at 20% outside air so the VAV system will provide 90 CFM of fresh air as indicated on M1.1 to the prep area. Seating is open to the mall common and accounted for in the fresh air design of the mall. Plumbing Comments: Comment #1: A grease interceptor is required for this space as a grease waste sewer line is not available per Scott Preister, Regional Tenant Coordinator for Westfield Mall. Please Provide the make and model number with sizing calculations of the proposed interceptor. At a minimum, the pot sink and the triple sink should tie into the grease interceptor and any of the floor sinks that might catch fats, oils or grease. Please provide an elevation or cross - section detail to show all parts of the system including vents, flow control, indirect waste, 635 Westport Parkway, Suite 300 817.410.2858 (office) Grapevine, Texas 76051 817.251.8411 (fax) Electrical Mechanical Plumbing Geothermal traps, fixtures etc. Pie. also include the manufacturers spEOcations and installation instructions for the grease interceptor. Response: A grease interceptor was added to the sanitary plans on P2.1. The pot sink, 3- comp sink, and all other fixtures that could possible catch fats, grease or oil were connected to the interceptor. The grease interceptor sizing calculation was provided on P2.1. Specification of the interceptor was provided on P2.1 keyed note 4 as well as P1.1 Plumbing Fixture Schedule. Comment #2: Provide the make and specific model number of the proposed backflow device. Include the manufacturer's specification sheet. Response: The manufacturer and model number for the RPZ was added to sheet P2.0 Keyed note 7. Specified to be Watts model #009. Cut sheet is attached. Development Comments: Comment #1: Please show the location of the remote stock room on the area plan on sheet T Response: By Arch Comment #2: The interior lighting budget form submitted is outdated. The correct version is 2009 Interior Lighting Budget. Also, the allowable wattage values have changed. Cafeterias, fast food establishments, restaurants /bars are allowed 1.20 watts /ft. The remote stock room would be storage similar to warehousing. This space would be allowed to have 0.5 watts /sf and it is currently in compliance. You cannot take extra credit from the stock room and apply it to the yogurt shop. Please make adjustments as necessary. I have included a new form with this memo. Response: Updated lighting compliance form is attached. To accommodate reduction in wattage (3) P1 fixtures were removed and the current limiting transformer serving the track lighting was reduced from 150watts to 100 watts. See sheets E1.1 and E2.1. Comment #3: Page A1.0 has references to page A8.3. This page is missing. Please add this page. Response: By Arch If you have any questions regarding the above, plea : ' • i' esitate to call. Thank you, Don Penn, PE, CGD Don Penn Consulting Engineer Don Penn Consulting Engineer Page 2 of 2 June 15, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bret Ryan 16435 N Scottsdale Rd #195 Scottsdale, AZ 85254 RE: Correction Letter #1 Plumbing /Gas Piping Permit Application Number PG12 -110 TCBY —1119 Southcenter Mall Dear Mr. Ryan, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping 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 Building Departments Building Department: Dave Larson at 206 - 431 -3678 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, 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, please contact me at (206) 431 -3670. Sincerely, IAN ifer Mar hall it Tiechn ian enc File: PGI2 -110 W:\Permit Center \Correction Letters\2012 \PG12 -110 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: June 15, 2012 Project Name: TCBY Permit # PG12 -110 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. A grease interceptor is required for this space as a grease waste sewer line is not available per Scott Preister, Regional Tenant Coordinator for Westfield Mall. Please provide the make and model number with sizing calculations of the proposed interceptor. At a minimum, the pot sink and the triple sink should tie into the grease interceptor and any of the floor sinks that might catch fats, oils or grease. Please provide an elevation or cross - section detail to show all parts of the system including vents, flow control, indirect waste, traps, fixtures, etc. Please also include the manufacturers specifications and installation instructions for the grease interceptor. 2. Provide the make and specific model number of the proposed backflow device. Include the manufacturers specification sheets. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. ERMIT COORD COFIP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -110 PROJECT NAME: TCBY DATE: 07/11/12 SITE ADDRESS: 1119 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS • ` f „Q Building Division U' Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07/12/12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/09/12 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: -.PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -110 PROJECT NAME: TCBY SITE ADDRESS: 1119 SOUTHCENTER MALL DATE: 05/31/12 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 11 • lM'- Buirdin• Division I. Fire Prevention Vitm fAf (ALQ941...- Public Works Structural Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 06/05/12 Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/03/12 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: ocuments /routing slip.doc 02/29/12 • 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Z ' a Plan Check/Permit Number: PG 12 -110 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: TCBY CITY O ETUP(WLA JUL 112012 PERMIT CENTER Project Address: 1119 Southcenter Mall Contact Person: �, Summary of Revision: i1'� l�u. 4t 41, `(� , 1 toe{[, 4-kad.r Rol). fin/ 10i76). 4) 4 r 01.02 vJ ti s . i --ay.. Phone Number: tiBU —c,ie-''1-t2rs0 Sheet Number(s): G `rr f Comm ,([ « P " "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pryier Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SAYBR CONTRACTORS INC UBI No. 601795367 Phone 2535312144 Status Active Address 3852 South 66Th Street License No. SAYBRCI033L7 Suite /Apt. License Type Construction Contractor City Tacoma Effective Date 6/27/1997 State WA Expiration Date 6/14/2014 Zip 98409 Suspend Date County Pierce Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JWCONSL954RMJ W CONSTRUCTION SERVICES LLC Construction Contractor General Unused 12/14/2005 3/31/2009 Expired JWDEVDL956DU JW DEVELOPERS LLC Construction Contractor General Unused 3/31/2005 3/31/2007 Inactive Business Owner Information Name Role Effective Date Expiration Date CROWLEY & MACKIN Agent 06/27/1997 Bond Amount MULLER, MICHAEL THOMAS Chief Operating Officer 02/06/2007 LPM09001079 SAY, KAREN MARIE President 06/27/1997 MCALOON, MICHAEL THOMAS Vice President 06/27/1997 HARTFORD FIRE INS BROWN, WINFIELD V Vice President 06/27/1997 06/30/2007 WAYMIRE, JOEL Secretary 06/27/1997 01/14/2005 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 FIDELITY Et DEPOSIT CO OF MD LPM09001079 06/12/2010 Until Cancelled $12,000.0005/27 /2010 3 HARTFORD FIRE INS 52BSBDL7280 06/12/2005 Until Cancelled 06/12/2010 $12,000.0005/25 /2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 16 Endurance American Specialty I ECC1010070350305/01/2012 05/01/2013 $1,000,000.0005 /02/2012 15 Endurance American Specialty I ECC1010070350205/01/2011 05/01/2012 $1,000,000.0004 /28/2011 14 ENDURANCE AMERICAN SPEC ECC1010070350005/01/2009 05/01/2011 $1,000,000.0004 /29/2010 13 HUDSON SPEC INS CO FEC7002746 05/01/2008 05/01/2009 $1,000,000.0004 /30/2008 12 HUDSON SPECIALTY INS CO FEC7000497 11/15/2007 11/15/2008 $1,000,000.0011 /14/2007 https: // fortress .wa.gov /lni /bbip /Print.aspx 07/19/2012 PLUMBING FIXTURE SCHEDULE MARK SYMBOL MANUFACTURER CATALOG NUMBER FIXTURE DESCRIPTION REMARKS 5 -COMP ADVANCE TABGO 9- 3- 54 -I5RL 5 COMPARTMENT SINK (5) t -1/2" T4S BRASS 83952 TWIST WASTE INTO 2" WASTE WITH CLEANOUT TO FLOOR SINK. T4S BRASS 50155 -B NOZZLE. INSTALL PRE -RINSE SPRAY ASSEMBLY WITH 14" NOZZLE AND VACUUM BREAKER FGO 0 J.R. SMITH 4051E FLOOR GLEANOUT CAST IRON FLOOR GLEANOUT WITH ADJUSTABLE BRASS TOP, BRASS PLUG AND SATIN NICKEL BRONZE SECURED SCORED COVER, SET IN CONCRETE. FP FLOW ARROW J.R. SMITH 2005- A6 -P -94 FLOOR DRAIN CAST IRON FLOOR DRAIN WITH b" DIAM NICKEL BRONZE STRAINER, SPEEDI -SET OUTLET CONNECTION AND WATER LINE TO TRAP PRIMER. F5 GU J05AM #40915 FLOOR SINK WITH AR COATED INTERIOR, ALUMINUM DOME STRAINER, NICKEL BRONZE TOP, SPEEDI -SET OUTLET CONNECTION. SET SINKS AS LOW AS POSSIBLE FOR PROPER DRAINAGE. CONNECT TO TRAP PRIMER COLD WATER ® VOLUME DAMPER DP DRINKING FOUNTAIN HR — D CHICAGO 536 -NF HOSE REEL HOSE REEL WITH VACUUM BREAKER, 5 /b" NPT FLEX WATER CONNECTOR ASM, CONGEALED SHUT -OFF B CONTROL VALVES IN RISER HS -I EDH ELECTRIC DUCT HEATER ADVANCE TABGO 487-P5 -60 HAND SINK WITH SPLASH GUARD 4' -0" ON CENTER, FAUCET AND 3 -I/2" SPOUT K -59 ■ C o H5 -2 ELECTRIC DUCT HEATER ESP ADVANCE TABGO #DI -I -10 HAND SINK AMERICAN STANDARD GOOSENECK SWIVEL SPOUT WITH LEVER HANDLES FLOOR GLEAN OUT 'p k DUCT MOUNTED SMOKE DETECTOR FD MS ADVANCE TABCO #41 -OP -4O MOP SINK 304 SERIES STAINLESS STEEL WITH CHICAGO FAUCET #152 -I5, CONGEALED MIXING VALVE AND VACUUM BAKER. PROVIDE MOP HANGER a ,} PS EXHAUST FAN ADVANCE TABGO #9- 4I- 24 -24L PRODUCE SINK I -1/2" T4S BRASS 536152 TWIST WASTE INTO 2" WASTE WITH CLEANOUT TO FLOOR SINK. T4S BRASS 1501231 NOZZLE. INSTALL FAUCET ASSEMBLY WITH 12" NOZZLE �, I 0 HORSEPOWER TP /mot PPP INC. #1=R-500 TRAP PRIMER FULLY AUTOMATIC, ALL BRASS TRAP PRIMER VALVE, ACTIVATED BY A DROP IN BUILDING WATER PRESSURE, NO AJUSTMENT REQUIRED, MODEL PRIME -RITE FOR 1 TO 4 TRAPS WITH DISTRIBUTION UNIT. MUST BE INSTALLED ON A FRESH GOLD WATER LINE OF I I/2" DIAMETER OR LESS, AS INDICATED ON DRAWINGS, OR REQUIRED BY PLUMBING CODE. WGO CODE COMPLIANCb APPROVED J.R. SMITH 45305 WALL GLEANOUT CAST IRON GLEANOUT TEE, COUNTER SUNK PLUG, STAINLESS STEEL ROUND COVER AND SCREW, AND IRON PLUG WITH GASKET SEAL. REFER TO SPECIFICATIONS FOR INSTALLATION. NH u u A.O. SMITH DEL -40 TANK TYPE WATER HEATER 40 GALLON CAPACITY 4,5001N INPUT. 30 GPH RECOVERY AT 60 DEG F TEMPERATURE RISE. G.I. t� City of T 'la SGHIER GB -75 GREASE INTERCEPTOR 75 GALLON PER MIN. CAPACITY. 616 LB GREASE CAPACITY. O LL 1 GENERAL NOTES I. PROVIDE ALL. NECESSARY VALVES, TRAPS, FLOW CONTROLS, FILTERS, BAGKFLOW PREVENTERS, FAUCETS, STOPS, TAIL. PIECES, VACUUM BREAKERS, ETC. IF NOT FURNISHED ON OR WITH EQUIPMENT. 2. PROVIDE PRESSURE REDUCING VALVES FOR ALL HOT AND GOLD WATER LINES SERVICING EQUIPMENT IF PRESSURE EXCEEDS 40 PSI. PROVIDE PRESSURE REDUCING VALVE FOR DISHWASHER AS RECOMMENDED BY MANUFACTURER. s. PROVIDE APPROVED CHROME PLATED TYPE VACUUM BREAKERS WHERE REQUIRED BY GOVERNING AUTHORITIES, CODE AND AS SHOWN ON DRAWINGS. 4. COORDINATE WITH ELECTRICAL CONTRACTOR ALL VOLTAGES, ELECTRICAL- LOADS, ETC. OF ALL ELECTRICALLY OPERATED EQUIPMENT PRIOR TO ORDERING. 5. COORDINATE WITH ARCHITECTURAL, KITCHEN EQUIPMENT SUPPLIER, ELECTRICAL, MECHANICAL, FIRE SUPPRESSION AND ALL OTHER TRADES FOR PIPE ROUTING AND EQUIPMENT PLACEMENT. AVOID INTERFERENCE WITH ARCHITECTURAL FEATURES, BEAMS, FOOTINGS, WINDOWS, ETC. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS. 6. ALL VENTS THROUGH ROOF SHALL BE A MINIMUM OF 10' -O" FROM ALL AIR INTAKES. 7. FLUSH OUT ALL UTILITY PIPING AND DRAIN LINES PRIOR TO CONNECTION OF FOOD EQUIPMENT, 5. DO ROUGH -IN FOR FLOOR SINKS CONSISTING OP A 20 "x20" BLOCK OUT PRIOR TO POURING CONCRETE AND INSTALL FLOOR SINKS AFTER CONCRETE 15 POURED. CONCRETE FILL IN BY GENERAL CONTRACTOR. Q. INSTALL BAGKFLOW PREVENTION DEVICE FOR COFFEE MAKERS AND SODA FOUNTAIN. 10. INSTALLATION SHALL CONFORM TO THE ENERGY CONSERVATION DESIGN MANUAL STAN17ARDS FOR NEW NON - RESIDENTIAL BUILDINGS. H. CONTRACTOR SHALL VERIFY DEPTH, SIZE AND LOCATION OF ALL EXISTING UTILITIES IN FIELD PRIOR TO STARTING WORK. 12. CONTRACTOR SHALL COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. 15. ALL PLUMBING WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS OF AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN ALL APPROVALS REQUIRED FROM REGULATING AGENCIES PRIOR TO STARTING WORK. 14. CONTRACTOR TO PROVIDE ALL CONDENSATE DRAIN LINES FROM HVAC UNITS TO APPROVED RECEPTOR AND GAS PIPING TO UNITS AND MAKE ALL REQUIRED FINAL CONNECTIONS UNLESS EXISTING. 15. OBTAIN AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. REVISIONS 140 changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 16. DOMESTIC WATER PIPING ABOVE GROUND SHALL BE TYPE "L" AND BELOW GRADE OUTSIDE OF BUILDING SHALL SE TYPE "K" COPPER. 11. GAS PIPING INSIDE BUILDING SHALL BE SCHEDULE 40 BLACK STEEL PIPE. BELOW GRADE OUTSIDE OF BUILDING SHALL BE LOCAL UTILITY REQUIREMENTS. 15. SANITARY PIPING BELOW SLAB INSIDE BUILDING SHALL BE SERVICE WEIGHT COATED CAST IRON HUBLESS PIPE AND FITTING, COPPER TYPE K. ABS OR PVC MAY BE USED iF PERMITTED BY LOCAL JURISDICTION HAVING AUTHORITY. lg. CONDENSATE DRAIN PIPING SHALL BE PVC SCHEDULE 40. WHERE EXPOSED INSIDE THE BUILDING PAINT TO MATCH SURROUNDING APPEARANCES. 20. INSULATE DOMESTIC HOT AND GOLD WATER PIPING WITH 1/2" THICK AEROTUBE OR APPROVED EQUAL. INCREASE THINKNESS AS REQUIRED BY LOCAL CODES. 21. INSTALL SHUT -OFF VALVE FOR ALL HOT AND GOLD WATER LINES. ALL EXPOSED LINES SHALL BE CHROME PLATED. 22. ALL DRAIN, GAS AND WATER LINES SHALL BE KEPT TIGHT TO UNDERSIDE OF EQUIPMENT AND SECURED IN PLACE. 25. ALL DRAIN LINES FROM PREP LINE TO BE PIPED SEPARATELY TO FLOOR SINK. 24. ALL DRAINS SHALL BE PROVIDED WITH P- TRAPS. 25. THE EQUIPMENT ROUGH -IN AS SHOWN ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY ON THE CONTRACTOR. ADA ACCESS NOTES I. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR, THE FORGE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GRATER THAN 5 lbs. 2, HOT WATER AND DRAIN PIPING UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVATORIES. MECHANICAL SYMBOLS LEGEND. ABBREVIATIONS 1):( SUPPLY GRILLE AS SPECIFIED A.F.F. ABOVE FINISHED FLOOR RETURN GRILLE AS SPECIFIED AHU AIR HANDLER UNIT SIDEWALL SUPPLY GRILLE A5 SPECIFIED GP CONDENSATE DRAIN :, -- —�} FLOW ARROW CFM AIR VOLUME - CUBIC FEET 1 MINUTE rrr rr TURNING VANES GU CONDENSING UNIT ‘ EXHAUST DUCT THROUGH ROOF GW COLD WATER VOLUME DAMPER DP DRINKING FOUNTAIN — D MOTORIZED DAMPER DIA DIAMETER --D FIRE PAMPER EDH ELECTRIC DUCT HEATER OTHERMOSTAT EF EXHAUST FAN 1— ELECTRIC DUCT HEATER ESP EXTERNAL STATIC PRESSURE 0> PUMP FGO FLOOR GLEAN OUT ® DUCT MOUNTED SMOKE DETECTOR FD FLOOR DRAIN RA REMOTE ALARM FOR DUCT DETECTOR ACTIVATION FLA FULL LOAD AMPS 010 EXHAUST FAN GPM GALLONS / MINUTE REMOTE TEMPERATURE SENSOR HP HORSEPOWER REVIEWED FOR /0/ MOTOR HW HOT WATER CODE COMPLIANCb APPROVED Fl. RECTANGULAR DUCT BREAK/CONTINUATION IWH INSTANTANEOUS WATER HEATER JUL 1 7 2012 ROUND DUCT BREAK /CONTINUATION LAY LAVATORY t� City of T 'la & ) DDUCT TRANSITION LL LANDLORD BUILDING V SION # x # DUCT DIMENSIONS - WIDTH x HEIGHT MCA MINIMUM CIRCUIT AMPAGITY (....... GRILLE TYPE } SUPPLY/RETURN GRILLE TAG GFM MD MOTORIZED DAMPER MOGP MAXIMUM OVERGURRENT PROTECTION PLUMBING SYMBOLS LEGEND N.I.C. NOT IN CONTRACT t BALL VALVE NTS NOT TO SCALE l: GATE VALVE OA OUTSIDE AIR U CHECK VALVE RA RETURN AIR GAS SOLENOID VALVE RTU ROOF TOP UNIT LOW -TEMP MIXING VALVE SA SUPPLY AIR 111 PIPE UNION 55 SANITARY SEWER END GAP TEN TENANT 01 PIPE TURN UP T.G.G. TENANT GENERAL CONTRACTOR C I PIPE TURN DOWN T-STAT THERMOSTAT 0 FLOOR DRAIN TYP TYPICAL SANITARY WASTE LINE UH UNIT HEATER Z 2 i - - - ---Z COLD WATER LINE U.N.O. UNLESS NOTED OTHERWISE j--- - ----Z HOT WATER LINE VD VOLUME DAMPER e . VENT LINE V.I.F. VERIFY IN 1-- G --2 GAS LINE INC WATER CLOSET Z-- GUI-- -? GREASE WASTE LINE INGO WALL GLEAN OUT El? TANK TYPE WATER HEATER WH TANK TYPE WATER HEATER NOT NOT ALL SYMBOLS OR ABBREVIATIONS MAY APPEAR ON PLANS. SEPARATE PERMIT REQUIRED FOR Mehan1caI Electrical EPlumbing Gas Piping City of Tukwila BLAZING DIVISION FILE COPY Permit No. ?(i-Vl \V Plan review approval is subect to errors and orrne, Ipp trova4 of construction documents does not aethriz9 thc violation of any adopted code or ordnance. Receipt of approved Field Copy and conditions is acknowledged. Date: City Of lbkwile BUILDING DIVISION RE�I, �� CITY OF TrKWL .0 11. 112012 PERMIT CENTER CORRECTION TCB12007 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 115 leo o o 0) 6. non W wag o • M w VI V 32 1:t .51 a LA In t ula MQ • � 2 to IA M W L7 4mo '6' iii' CONSULTING ENGINEER a 0 � TES O nq� ■ 4d c ;s4- 23.1.s nn '0 • 66 0 a- z 0 w ac U DATE: 5 -I8 -2012 SHEET: SCALE: 1/4" = I' -O" 1 DRAWN BY: �� ROJECT No.: AM TGB12001 P1.1 Sanitary Sewer and Water Service Plumbing Calculations Project: TCBY - SEATTLE, WA Fixture Type Quantity Waste Fixture Units per fixture Total Waste Fixture Units for fixture type Water Fixture Units per fixture Total Water Fixture Units for fixture type Water Closet (Flush Valve) 0 6 0 varies 0 Water Closet (Flush Tank) 0 6 0 5 0 Urinals 0 3 0 varies 0 Lavatory 0 2 0 2 0 Sink (Bar) 2 2 4 2 4 Sink (Service/ MopNeg) 1 4 4 2 2 Sink (Three Compartment) 2 3 6 4 8 Drinking Fountain. 0 1 0 2 0 Hose Bibb 0 — --- 5 0 Dishwasher (residential) 0 3 0 4 0 Dishwasher (commercial) 0 30 0 30 0 Disposal 0 3 0 2 0 Floor Drain 0 2 0 0 0 Floor Sink 2 1 2 0 0 Shower 0 2 0 4 0 Total Fixture Units: Service Pipe Size: Distance from meter to 16 SFµ � 14 3" 1" most remote fixture (feet): 200 0:: For larger projects chart A-4 0t the UPC Jn conjunction vi th the; cet'cutation below should be used to obtain the vetersefvfce entry p1pe m / I 3 -COMP PLUMBING DOMESTIC WATER RISER DIAGRAM SCALE: N.T.S. KEYED NOTES \ CONNECT TO EXISTING LANDLORD DOMESTIC WATER LINE. PROVIDE BALL VALVE AT TO SHUTOFF WATER SUPPLY TO TENANT SPACE OCONNECT NEW I -1/4" COLD WATER LINE TO EXISTING LANDLORD GOLD WATER LINE. T.G.G. SHALL VERIFY EXACT LOCATION. O3 -COMP SINK TO BE RE -USED. GLEAN AND SERVICE TO LIKE NEW CONDITION OPROVIDE TEMPERATURE MIXING VALVE TO SUPPLY FIXTURE WITH 11O° WATER. OWATER HAMMER ARRESTOR ONOT USED ® PROVIDE AND INSTALL NEW WATTS MODEL #OOq R.P.Z. BAGKFLOW PREVENTER, ROUTE DISGHAR OWATER HEATER AS SPECIFIED ON SHEET PI.I PLATFORM MOUNTED ABOVE MOP SINK. OVACUUM RELIEF VALVE. 10 EXPANSION TANK, FDA AND ASMi~ APPROVED FOR POTABLE WATER. 0 ROUTE I" DRAIN LINE FROM PAN TO MOP SINK. 0 RELIEF VALVE DISCHARGE WITH FULL SIZE PIPE TO MOPSINK. 0 ASME TEMPERATURE AND PRESSURE RELIEF VALVE PLUMBING GENERAL NOTES: 1. PIPE SIZES FOR PROPS TO FIXTURES AND TRAP PRIMERS SHALL BE 1/2" U.N.O. PROVIDE SHUTOFF BENEATH FIXTURE OR ABOVE CEILING FOR EACH FIXTURE. PROVIDE I2 "x12" ACCESS PANELS WHERE NECESSARY. 2. NO EXPOSED PIPING. 3. ALL SINKS SHALL BE DIRECTLY PLUMBED REMOTE PLUMBING DOMESTIC WATER PLAN SCALE: 1/4" = I' -0" PLUMBING DOMESTIC WATER PLAN SCALE: 1/4"=11-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY. OF TUKWILA JUL 112012 PERMIT CENTER TCB12007 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as on "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. w 1 w u �. NIC 111) • tiO 3 M CI V sai cn s •■rrr ■ • 5moo LA C M 2 Col SEATTLE, WA 98188 =0 CD 0 NCI) 12, CONSULTING ENGINEER a) U a 0 0 w 1 -IO -I2 C1TY COMMENTS O 03 J I I I E H RIM I I Io I L Q \ o> e Q < co DATE: 5- IS -2OI2 SHEET: SCALE: 1/4 " =1' -0" DRAWN BY: AM PROJECT No.: TG81200'1 P2.0 REMOTE . PLUMBING SANITARY RISER DIAGRAM SCALE: NTS PLUMBING SANITARY RISER DIAGRAM KEYED NOTES O CONNECTION TO EXISTING 4" SANITARY WASTE LINE. VERIFY EXACT LOCATION, SIZE AND DIRECTION OF FLOW IN FIELD WITH LANDLORD. ONEW I I/4" INSULATED CONDENSATE DRAIN DOWN IN WALL TO 6" ABOVE FLOOR. EXTEND THRU FAGS OF WALL TO FLOOR SINK AND DISCHARGE OPEN SITE. t°ROY117E BEAT T1 AGE ON Flf IN COOLER THROUGH WALL. OCONNECT TO EXISTING SANITARY VENT SYSTEM (0 PROVIDE SCHIER MODEL NUMBER GB -15 IN- GROUND GREASE INTERCEPTOR, 75 GPM, 616 LB GREASE CAPACITY. PROVIDE VENTING AS REWIRED. PLUMBING GENERAL NOTES: I. REFER TO RISER DIAGRAM FOR SANITARY, GREASE WASTE AND VENT PIPING LINE SIZES. 2_ PROVIDE TRAP PRIMERS ON RESTROOM FLOOR DRAINS. 5. PROVIDE 2" (MINIMUM) AIR GAPS FOR ALL INDIRECT WASTE DISCHARGE. 4. FOR ALL SANITARY /GREASE WASTE LINES, PROVIDE CLEANOUTS AT EACH CHANGE OF DIRECTION INDICATED ON PLANS. DIRECTIONAL CHANGES SHALL BE LIMITED TO 45 DEGREE INCREMENTS. NO c10 DEGREE BENDS PERMITTED FOR SANITARY OR GREASE WASTE LINES. 5. WHERE PLUMBING LINES ARE GRAPHICALLY SHOWN TO TEE -OFF IN BOTH DIRECTIONS, THE CONTRACTOR SHALL OFFSET ONE TIE -IN 50 THAT A 2 MINIMUM SLOPE CAN 15E ACHIEVED FROM MAIN LINE TO FIXTURE CONNECTION POINT. GREASE INTERCEPTOR CALCULATION IPC 2006 / PDI -G101 GPM #OF per FIXTURE FIXTURES fixture GPM LBS. GREASE 3- COMPARTMENT: 18 "x18 "x14" = 4,536 cu. in. x 3 1 22 22 44 compartments = 13,608 cu. in. / 231= 58.9 gallons *.75 = 44.2 gallons capacity, 44.2 gallons at 2- minute drain down period = 22.1 gpm. POT SINK: 18 "x18 "x14" =4,536 cu. in. / 231 = 19.7 gallons *.75 =14.7 gallons capacity, 14.7 gallons at 2- minute drain down period = 7.4 gpm. 1 8 8 16 HAND SINKS: Sink Compartment = 10"x14"x5" = 700 2 3 6 12 cu. in / 231 = 3 gallons at 1 minute drain down period =3gpm. MOP SINK: Sink Compartment = 24 "x24 "x12" = 6912 1 23 23 46 cr. In. / 231= 30 gallons x .75 = 23 gallons at 1 minute drain down period = 23 gpm. TOTALS 59 118 MAXIMUM SIZE TRAP BASED ON CALCULATIONS = 59 GPM. /118 LBS. USE 75 GPM INTERCEPTOR. PER PDI -G101, SECTION 8.0: IT IS RECOMMENDED THAT THE TOTAL CAPACITY IN GALLONS OF FIXTURES BEING SERVED BY AN INTERCEPTOR CONFORMING TO THE ABOVE STANDARD RATINGS, SHALL NOT EXCEED TWO AND ONE -HALF (2-1/2) TIMES THE CERTIFIED GALLONS PER MINUTE FLOW RATING OF THE SUBJECT INTERCEPTOR. r REMOTE PLUMBING SANITARY PLAN SCALE: 1/4 "= I' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2012 City of Tukwila BUILDING DIVISION 1/O t.__..,..._._._..___.I I H5 -I I . . FGO F5 S -COMP PS FS INGO 1 PLUMBING SANITARY PLAN SCALE: 1/4"=1'-0" RECEIIVED. CITY OF TUKWILA JUL 112012 PERMIT CENTER TCB12OO7 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection os an "architectural work" under sec. 102 of fhe copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. via CO CO s a) c o �"' a� < V -13 41P LLIT !r": 3 0 J VI M W kiD 0 n'7 -10 -12 CITY COMMENTS a Q 4 >, 1.0 U g �"� ,0.m�= E°o ("P - A7▪ 1• �fi N OM V J14 0 co co a 03 f 01 J Z 0) LO a.,a; v v _ so LI.£ I— C( J ii I— I- O_ 0 1116 I— a O 1 CL DATE: 5 -18 -2012 SHEET: SCALE: I/4 "= I' -0" DRAWN BY: AM PROJECT No.: TGB12007 P2.1 I PIPE MAY EXTEND C y--) A5 WASTE t t I "— Ji V — OR VENT. 1 l I' I 1 PROVIDE CLEANOUT TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED-THREAD WITH TFE JOINT COMPOUND. WHERE CLEANOUT TEE IS CONGEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 15 GAUGE STAINLESS TEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. COLUMN OR PARTITION AS • SHOWN ON FLOOR PLAN: GLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE EXTENSION IF REQUIRED. CONCRETE --+r< FLOOR SLAB • HUB AT FLOOR RISER LENGTH AS REQUIRED LONG SWEEP AT END OF LINE OR COMBINATION WYE AND EIGHTH BEND IN RUN OF LINE. PROVIDE WGO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. • CONSULT.LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL 5/4" X 1/2" TEE: G.W. SUPPLY DISTRIBUTION UNIT #17U -2 BALL VALVE 1/2" COPPER TUBING. ROUTE (THRU ---+r PARTITION FOR RESTROOM AND EXPOSED TIGHT TO WALL IN MAINTENANCE) BELOW FLOOR TO P -TRAPS SEE PLAN. COPPER WATER SERVICE ENTRY SCALE :. N:T.S. TRAP PRIMER VALVE WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER PORT. PRECISION PLUMBING PRODUCTS MODEL PI -500. DISTRIBUTION UNIT TO BE MOUNTED (ABOVE CEILING IN biluj NTENANCE ROOM AND ET ROOM) FINISH FLOOR TAPPED P -TRAP ADAPTER, PPP INC. OR EQUAL WASTE LINE P -TRAP TRAP PRIMER DETAIL SCALE: N.T.S. BRONZE. BODY, SCREWED CONNECTION, — PRE5SURE REDUCING VALVE; SET AT 75 PSI . REDUCED PRESSURE TYPE BAGKFLOW PREVENTION DEVICE, SEE DRAWING'S FOR TYPE. PROVIDE 1" LA3TOMgI. INSULATION OVER FREEZE PROTECTION ON . CONDENSATE LINE • IF/WHEN . FREEZER SOX. ONLY - (ELECTRIC HEATING, GABLE. IS BY OTHERS) SILICONE SEAL AROUND PIPE PENETRATION' PROVIDE CLEANOUT IN TURNS AND ENDS OF PIPE CO PROVIDE TRAP AT BOTTOM OF— RISER AND DISCHARGE' INTO FLOOR DRAIN OR FLOOR SINK' WITH AIR. GAP OF TWO PIPE DIAMETERS. FLOOR REFRIGERANT LINES UP TO REMOTE CONDENSING, UNIT ON ROOF. w� MAKE CONNECTION TO COIL AS REQUIRED NO INSULATION ON PIPE RISER DX -COIL WALK -IN COOLER OR FREEZER BOX SEE FLOOR PLAN FOR RECEPTACLE LOCATION. INSTALL PIPE HIGH AS POSSIBLE, ANCHORED TO. WALL OF BOX. WITH SUPPORTS AT MAXIMUM 51X FOOT CENTERS. USE TYPE . "M" HARP COPPER TUBE AND'FITTINGS WITH LEAD -FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT. REFER TO. LOCAL: CODE FOR INDIRECT DRAIN REQUIREMENTS. PROVIDE A COMPLETE FREEZE PROTECTION SYSTEM FOR, CONDENSATE PIPING' IN FREEZE. BOX EQUIVALENT TO RAYCHEM/TYCO ,!5XL -I- .R ® 120V, 15A OR II5XL -2 -CR O • 2O5/271V, I5A WITH AN OUTPUT OF • S WATTS PER FOOT AND 40 °F START -UP' TEMPERATURE. COOLER /FREEZER CONDENSATE DRAIN DETAIL • THREE COMPARTMENT SINK SCALE: N.T.S. AIR INTAKE 150 DE6REE ELBOW BEHIND ��BACKSPLASH h" ABOVE RIM. CLEANOUTS IN ENDS OF PIPE FLOOR 0 11's" VENT IN —•- WALL CLEANOUT FLOW CONTROL FITTING FLOOR SINK ARRANGEMENT SHOWN 15 SCHEMATIC_ ADJUST TO SUIT FIELD CONDITIONS oR MEET IAGAL COPE REQUIREMENTS. UTILIZE. HUBLE55 CAST IRON PIPE, FITTINGS AND' CONNECTORS FOR SINK CONNECTIONS. CONNECT GREASE TRAP FROM MID POINT OF SINK: PROVIDE P -TRAP IF GREASE. TRAP I5 MORE THAN 4' FROM SINK. THREE . COMPARTMENT SINK DETAIL SCALE: N.TS. 1 I/4" 11/4" —+'- SUPPORT PIPING, VIA PIPE STANDS AND /OR WALL BRACKETS • AS REQUIRED, TYPICAL CEILING' I TP TrI PI Q DE ALL G REOUIREOPORINSTALLATION & OPERA I ON STEEL DECK TOP BEAM G -CLAMP IF STEEL BAR JOIST PROVIDE COPPER OR NON - METALLIC COATING WHERE HANGERS CONTACT BARE COPPER PIPE ADJUSTABLE BAND HANGER FOR PIPING' FOUR INCH OR LESS L DO NOT HANG PIPE LARGER THAN 3" FROM BOTTOM OF JOISTS. ALL THREAD ROD. LENGTH AS REQUIRED FOR PIPE SLOPE GLEVIS HANGER FOR / PIPE OVER FOUR INCH 0 PROVIDE GALVANIZED STEEL SADDLE FOR ALL INSULATED PIPE LARGER THAN 3/4 ". VERIFY INSULATION THICKNESS WHEN SIZING HANGERS. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR GASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARKER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING, FOR PIPE SIZE: COPPER: 4 " =I2' 3 " =11' 2- 1/2 " =10' 2 " =4I' I- 172 " =5' 1-1/4"=1'1"=6' 5/4 " =6' 1/2 " =5'. CAST IRON: 10' AND ONE NEAR ALL JOINTS. STEEL: 4 " =14' 5" =12' 2- I /2 " =1I' 2 " =IO' I- I/2 " =•7' I " ='(' 3/4 " =6' I/2 " =5'. LOCATE HANGERS. AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED.LOGATE HANGERS. TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER vELOCITY. PROVIDE SEISMIC BRACING IF /AS REQUIRED BY LOCAL AUTHORITIES. CI -IAINS OR PERFORATED STRAP IRON OR STEEL I5 NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. PIPE HANGER DETAIL SCALE:. N.T.S. PROVIDE CLEANOUTS IN TURNS /ENDS OF PIPE. USE DWV FITTINGS IF SIZE IS LARGER THAN I" DISCHARGE INTO CENTER HOLE OF GRATE OF WASTE RECEPTICALE WITH AIR 6AP SUFFICIENT TO REMOVE GRATE AND STRAINER. MINIMUM GAP = TWO PIPE DIAMETERS SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE MAKE CONNECTION TO EQUIPMENT AS REQUIRED MAKE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CONNECTION, MIN IMUM 5/4 USE "M" OR "L" HARD COPPER UP TO I" AND TYPE DWV FOR LARGER L VERIFY WITH LOCAL CODES IF /WHEN TRAP AND /OR VENT ARE REQUIRED FOR THE LENGTH OF DRAIN FIFE INSTALLED ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS. REQUIRED. PO NOT INSULATE INDIRECT. DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. INDIRECT DRAIN DETAIL HOS REIN. & SERVICE :FAUCET; : CHIGAG :FAUCETS TYPICAL BALL VALVE: BRONZE BODY,'FULL PORT, SCREWED ENDS. FIXED•AIR GAP DRAIN CONNECTION 1N/DRAIN PIPING TO DRAIN TO TAIL PIECE OF LAY. try STRAINER: BRONZE BODY, SCREWED, STAINLESS STEEL SCREEN. MOUNT AS REQUIRED FOR SCREEN REMOVAL. DETAIL .SHOWS GENERAL SCHEMATIC REQUIREMENTS. PROVIDE BACKFLOW PREVENTER OF RPZ TYPE AND EQUAL MAKE $ MODEL TO WATTS 0100 SERIES AS APPROVED BY LOCAL AUTHORITIES. PROVIDE PRESSURE REDUCING VALVE ONLY IF PRESSURE EXCEEDS 50 PSI - VERIFY. STRAINER AND REDUCING VALVE MAY BE INSTALLED IN VERTICAL PIPE IF SPACE LIMITATIONS REQUIRE. IT. GLEAN STRAINER BEFORE TURNING BUILDING OVER TO OWNER. PROVIDE ANY REQUIRED CERTIFICATION OF TEST OF BACKFLOW PREVENTER TO LOCAL AUTHORITIES. DOMESTIC WATER .SERVICE ENTRY DETAIL SCALE: N.T.S. 6* STUD 4" NIPPLE TO SHUTOFF VAL' MIXINg VALVE HOSE Iii -WALL BLOCKING AS REED 30 CONCEALED DER s NF HOSE met. ASSEMBLY BY TAO O SUPPLIED BY T P.C, 732-t$ SERVICE FAUCET WITH VACUUM BREAKER SUPPLIED BY T.P.C. OP MOP SINK FROM TENANT SUPPLIER REEL DETAIL SCALE: N.T.S. SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2012 City of Tukwila BUILDING DIVISION CITY OF TUKWILA JUL 112012 PERMIT CENTER TCB12007 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright prolection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form. arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. w via co o s u °° la to Ala M = 00 W U %10 :pi Ilia a lam in ‘10 szu gra M Q 2 Ca tiul mizto. c.) /5--4 0 CONSULTING ENGINEER 0 0 a 0 ut z 0. ce ce 3<r) E U m�� iEN° ° N O co inz o) u30 Z 00i N3 M m co cS DATE: 5 -IS -2012 SHEET: SCALE: DRAWN BY: PROJECT No.: TC81 2Q0'1 P4.0