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HomeMy WebLinkAboutPermit PG17-0156 - CINNABON - BUILD-OUT, PLUMBING FIXTURES, GREASE TRAPCINNABON 985 SOUTHCENTER MALL PGI 7-0156 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 9202470010 985 SOUTHCENTER MALL Project Name: CINNABON Permit Number: PG17-0156 Issue Date: 1/31/2018 Permit Expires On: 7/30/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940, CARLSBAD, MN, 92013 TROY HUFFER 800 WASHINGTON AVE N - SUITE 208 , MINNEAPOLIS, MN, 55401 PLUMBING PROS LLC 12119 274TH AVE E , BUCKLEY, WA, 98321 PLUMBPL947PL ,Il Phone: (612) 547-1336 Phone: (360) 829-6539 Expiration Date: 10/13/2018 DESCRIPTION OF WORK: NEW TENANT BUILD -OUT EXISTING SOUTHCENTER MALL, NEW PLUMBING FIXTURES INCLUDES INSTALLATION OF A GRASE TRAP AND DOMESTIC WATER REDUCED PRESSURE PRINCIPLE ASSEMBLY. Valuation of Work: $15,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $371.65 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-468: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: Date: PII1(6 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this developmen iit and agree to the cond. io „ attached to this permit. Signature: Print Name: Date: 16 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: The grease trap shall be installed per manufacturer's specifications.The business owner shall follow the Westfield Southcenter GREASE TRAP MAINTENANCE PROGRAM, WHICH IS ATTACHED AS PART OF THIS PERMIT, AND PROVIDES MAINTENANCE GUIDELINES FOR ANY NEW FOOD -USE RETAILER utilizing a grease trap. 16: The Reduced Pressure Principle Assembly (RPPA) backflows shall be installed per manufacturer's specifications. Applicant shall call 206 433-0179 minimum 24 hours in advance to schedule a backflow inspection with Public Works Project Inspector, Mr. Dave Stuckle. Upon Installation the backflows shall be tested by a certified tester and test reports submitted to PW Inspector. 17: Thereafter the RPPAs shall be tested on annual basis by a certified tester at owners expense and test reports forwarded to Tukwila Water Dept., 600 Minkler Blvd, Tukwila, WA 98188, phone 206-433-1860, fax: 206-575-3404. 18: Prior to issuance of this permit the owner or his representative shall submit signed King County Non - Residential Sewer Use Certification form listing all the new plumbing fixtures.Do not list fixtures to be replaced in kind. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:I/www.TulewilaWA.gov Plumbing/Gas Permit No.%G ! -2— © (Vo Project No. Date Application Accepted: � 1- 30- 1 7 Date Application Expires: (For office use only) PLUMBING /GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: _e:r7 Tenant Name: C 1 N NA (1,Gt - PROPERTY OWNER Name: —\--,(2.01. 1�...,te..�— Name: t 1� \ s- % _e - City: NliNNE.: 1_\ AS State: ,NA Isi Zip:5s40 I Address: LicloT bLD CA -GN; AP--. CCNT- ST'C 0 City: s ko `F—t E State: (l. Zip: (00017 CONTACT PERSON — person receiving all project communication Name: —\--,(2.01. 1�...,te..�— Address:,'. G'LC W%SN it• `703. lkv,E qJ <;ve-'Zc City: NliNNE.: 1_\ AS State: ,NA Isi Zip:5s40 I Phone: Fax: tot 7 5'11 \� -5+.0 \b\ ' 1 -.-SCO Email:('\ V cial . 'G'vi„..uv.)cxy (til, (V\ 0 King Co Assessor's Tax No.: Suite Number: ; __ti -� -- Floor: New Tenant: v . Yes 0 ..No PLUMBING CONTRACTOR INFORMATION Company Name: uk' t 't C, i.) Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ -.I DC Scope of Work (please provide detailed information): I•iA V 'S } IA% °4 t t Pi -7\N; 21, \ T'Wi42,_-S Building Use (per Int'l Building Code), B Occupancy (per Int'l Building Code): Utility Purveyor: Water: H:\Applications\Forms-Applications On Line\2011 ApplicationslPhunbing Permit Application Revised R-9-11.docx Revised: August 2011 bh Sewer Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap. Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric4ype vacuum breakers not tneluded in lawn sprinkler backflow rotections (1-5 Fixture Type Bidet Drinking fountain or water cooler rerhlad Qty Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment 1 Backflow protective device other than atmospheric - type vacuum -breakers 2 inch (51 mot) diameteror smaller Atmospheric -.type vacuum breakers not included in lawn sprinkler backflow roteetions over 5 Fixture Type Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type tease.interc tors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric type vacuum breakers over 2 inch 51 tin diameter 0 Gas piping outlets ■ Fixture Type Qty Dental unit, cuspidor Floor drain Rece t tor; indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific has Each lawn sprinkler system on any one meter including backflow protection devices l PERMIT APPLICATION NOTES - l Value of Construction In all cases, a value of construction amount should be entered by the applicant. This figure Wine reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. hin 0 days The Building Plan Tl may rant one extension f time foh no r an additional periermit is issued tod not o exceed ISO days. The extensiof on shalltion sbe-il expire by req be -requested in writing The Building Official m y b and justifiable caase•demonstrated. Section 103.4.3 International Plumbing Cotte (current edition), 1 HEREBY tEBY CE FRY BY THE LAWS OF THE STATE. F WASHINGTON, ND AM AU. THAT HAVE READ AND 1.0cAMINED THIS APPLICATION AND THORIZED PENALTYNOW THE SAME TO BE TRUE UNDER THORIZED TOAPPLY FOR THIS PERMIT. OF -it.1U -Date: ti 111 i 11 BUILDING OBER R AUTHO Signature: ED. GENT Print Name: VtA l .t✓ - `�t''� r Mailing: Address: 'i) W Qk4.111C,V1\SW 14, H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 t,doex Roviscd: August 2011 Day Telephone: 6 i4 -11 5 . v) L WA- City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY PAID $3,088.03 D17-0320 Address: 985 SOUTHCENTER MALL Apn: 9202470010 $1,851.01 DEVELOPMENT $1,763.08 PERMIT FEE R000.322.100.00.00 0.00 $1,758.58 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $87.93 TECHNOLOGY FEE I R000.322.900.04.00 0.00 $87.93 EL17-0968 Address: 985 SOUTHCENTER MALL Apn: 9202470010 $430.65 ELECTRICAL $407.76 PERMIT FEE MULTI-FAM/COMM 1 R000.322.101.00.00 I 0.00 I $407.76 TECHNOLOGY FEE $22.89 TECHNOLOGY FEE R000.322.900.04.00 0.00 $22.89 M17-0185 Address: 985 SOUTHCENTER MALL Apn: 9202470010 $556.41 MECHANICAL $528.31 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $495.16 TECHNOLOGY FEE $28.10 TECHNOLOGY FEE I R000.322.900.04.00 0.00 $28.10 PG17-0156 Address: 985 SOUTHCENTER MALL Apn: 9202470010 $249.96 PLUMBING $235.67 PERMIT FEE R000.322.100.00.00 0.00 $202.52 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $14.29 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13563 R000.322.900.04.00 0.00 $14.29 $3,088.03 Date Paid: Friday, January 26, 2018 Paid By: TRISQUARE CONSTRUCTION LLC Pay Method: CHECK 1870 Printed: Friday, January 26, 2018 8:03 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $121.69 PG17-0156 Address: 985 SOUTHCENTER MALL Apn: 9202470010 $121.69 PLUMBING $121.69 PERMIT FEE PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12912 R000.322.100.00.00 R000.322.103.00.00 0.00 0.00 $50.22 $71.47 $121.69 Date Paid: Thursday, November 30, 2017 Paid By: CM ARCHITECTECTURE Pay Method: CHECK 132925 Printed: Thursday, November 30, 2017 2:05 PM 1 of 1 CRSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 �f7-ok�e PERMIT NO. (206) 431 3670 CITY OF TUKWILA BUILDING DIVISION Project:`' s eiN4 Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: (`tij lj/ /8 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: c k- ,41--e kK-c> ) 3K, — t9m)14!c 6 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PG/7 -0/s,0 Project: �NN a� T f Inspection: .t i mt.. �'Jy0 HL_ Address 9 8..s,,, -�►cl - �ai Date Called: Special Instructions: Date Wanted: a.m. 3- /3-2,4016 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Vc iteRCL 40 4.i tirair REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P6/7-0/5ep Project: CONA—B `N Type of Inspection: Address: /�J� / 5_ -5;307-Mcg�menhu- Date Called: Special Instructions: ROUGH --ti 1 P V Bink Date Wanted:a.m — 2-ab s Requester: Rolu Phone No: Q Q j Approved per applicable codes. E Corrections required prior to approval. COMMENTS: tJ /X/ �.1Jal,rlflc Inspector: 5 Date: j6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ,GB2 35/50 GPM grease interceptor •L RECEIVED JAN 17 2018 TUKWILA PUBLIC WORKS Specification and Submittal FILA 8-3/4" (22 cm) SUBMITTAL Standard Location: indoor Installation: above/below grade Flow Rates / Grease Capacities: 35 GPM (2.2 I /s) /130.5 grease lbs. (59.2 kg) 50 GPM (3.2 L/s) /1276 grease lbs. (579 kg) Liquid Capacity: 20 gal. (75.7 L) Approval VIEWED oR nnC :. • LANCE PPROVED JAN 19 2018 et •sV WIla Weig t:yy ## ttf��1Us. �t2+ 2 k CYitiohst.Cr'�trlJfaTIe/,utlet with 4' x mm x1•75'mm) FPT fittings Cover: bolted gas/watertight polypropylene with 450 Ib. load rating, or 1,000 Ib. when unit is buried with FCR1 riser PG t"7- o156 CORRECTION LTR#_A__ Options P n FCR1 (x1): > 2-1/8" -12" field cut riser FCR1 (x2): > 12" - 24" field cut risers CC1: membrane clamping collar kit (requires FCR1 riser) PP1: pumpout port kit F32: 3" x 2" (llrfgings (x2) CITY OF TUKWILA Signature: Date: Company: JAN 16 2018 Specifying Engineer: Engineering Firm: SCHIER LIFETIME GUARANTEED %i. " GREASE INTERCEPTORS PERM IT CENT MODEL NUMBER: GB2 DESCRIPTION: 35/50 GPM Polyethylene Grease Interceptor PART tt:4065-001-01 DWG BY: B. Karrer DATE: 4/18/2017 REV: ECO: 9500 Woodend Road 1 Edwardsville, KS 66111 1 Tel: 913-951-3300 I www.schierproducts.com © Copyright 2017 Schier, All Rights Reserved page 1 of 2 r!' SPECIFICATION N ites -1. 4" FPT inlet/outlet with 4"x3" FPT fittings. 2. Unit weight - 49 lbs. (wet weight. 216 lbs.) 3. Capacities - Liquid: 20 gal. @35 GPM- Grease: 130 lbs. (17.8 gal.) @50 GPM- Grease:127Ibs. (17.3 gal.) 4. Built-in flow control. 5. For gravity drainage applications only. 6. Do not use for pressure applications. 7. Cover placement allows full access to tank for proper maintenance. 8. Vent not required unless per local code. 9. Engineered inlet and outlet diffusers are removable to inspect/clean piping. 10.Integral air relief/anti-siphon. Engineer Specification Guide Schier Great BasinTM grease interceptor model # GB2 shall he lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall be certified to ASME A112.14.3 (type C) and CSA B481.1, with field cut riser system, built-in flow control, built-in test caps and three outlet options. Interceptor flow rate shall be 35 or 50 GPM. Interceptor grease capacity shall be 130 lbs. @ 35 GPM or 127 lbs. © 50 GPM. Cover shall provide water/gas-tight seal and have minimum 450 lbs. load capacity. Certified Performance Great BasinTM hydromechanical grease interceptors are third party performance -tested and listed by IAPMO to ASME #A112.14.3 and CSA B481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code, the National Standard Plumbing Code, the National Plumbing Code of Canada, and the International Plumbing Code, Q of plain end inlet and outlet I - Ilii II 13-3/4" I 8-3/4" III 0 21-1/2° Cover See Note #10 6-3/4" invert Engineered inlet and outlet diffuser Static water line '7-1/4' invert when using 4"x3" fittings 35" Outlet "A" (Optional) A Shown with optional pumpout port kit 23° Inlet Outlet "C" (Optional) —127/16" —I Outlet "B" (Standard) Outlet foot must face this direction in all configurations TOP VIEW SECTION A -A SCHIER A LIFETIME GUARANTEED ve, , GREASE INTERCEPTORS MODEL NUMBER: GB2 PART u: 4065-001-01 DESCRIPTION: 35/50 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer 9500 Woodend Road I Edwardsville, KS 66111 1 Tel: 913-951-3300 1 www.schierproducts.com DATE: 4/18/2017 REV: ECO: © Copyright 2017 Schier, All Rights Reserved page 2 of 2 ES-LF009 For Health Hazard Applications Job Name Job L •' .tier En Approval Contractor LEAD FREE* Series LF009 RECEIVED P OP�Y CODE COMPnlao sc xo. No J/wIY 1 , LUi� 1 APPRRep e�seitative 10 1 9 MB I 'KWlU City of Tukwila PUBLIC WORKS Reduced Pressure Zone Assemblies Sizes: 1/4" - 3'P (8 - 80mm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross - connections in piping systems or for containment at the service line entrance. The LF009 features Lead Free* construction to comply with Lead Free" installation requirements. This series features two in-line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assem- bly access. Sizes 'A" - 1" (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible - • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Lead Free" cast copper silicon alloy body construction for durability '/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 21" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 14" - 2" (8 - 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/ or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free* cast copper silicon alloy materials. Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assem- bly shall meet the requirements of: USC; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Series LF009. Test Cock No 3 Ball Type Test Cocks Test Cock No 2 First Check Module Assembly LF009 CORRE LTR# R.P. Zone Nate- 4 f Relief Valve Assembly TION Test Cock No. 4 Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for RaSOMED CITY OF TUKWILA NOTICE Inquire with governing authorities for local kNattor5i re20 rents NOTICE PERMIT CENTER The information contained herein is not intended to rep ace t e u I product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before begin- ning the installation of this product. *The wetted surface of this product contacted by consumable water contains Tess than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Techni . ' Watts rese the right to change or modify product design, construction, specifications, or m rials with- out prior notice and without in. blit n makes h and modifications on s prods s pr subse ntly sold. VWATFS® 1 Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - strainer. LF - without shutoff valves PC - internal polymer coating W/Press** - press inlet x press outlet (1/2" - 2" only) Prefix: U - union connections Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn ball valves LF - without shutoff valves Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: 1/4" - 2" (8 - 50mm) Lead Free* cast copper silicon alloy body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. Model LF009QT furnished with quarter -turn, full port, resilient seated, Lead Free* cast copper silicon alloy body ball valve shutoffs. Materials: 21/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with plastic seats • Relief valve with stainless steel seat and trim • Lead Free cast copper silicon alloy body ball valve test cocks Air Gaps and Elbows Pressure / Temperature Sizes 1/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F - 180°F (0.5° - 82°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) -and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC ASSE No. 1013 AWWA C511 CSA B64.4 IAPMO File No. 1563. Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, PC, NRS, OSY. UL Classified 21/2" and 3" (65 and 80mm) with OSY gate valves. 3/4" - 2" (20-50mm) without shutoff valves (-LF) (except LF009M3LF) MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AGA 14"-Yz" 009, 12 13 23/s 60 31/4 79 0.625 0.28 3/" 009M2/M3 909AGC %"-1" 009/909, 1 25 3'/4 83 41/4 124 1.5 0.68 1"-11/2" 009M2 909AGF 11/4'-2" 009M1, 2 51 43 111 63/4 171 3.25 1.47 11/4"-3" 009/909, 2" 009M2, 4"-6" 993 909AGK 4"-6" 909, 3 76 63/ 162 9% 244 6.25 2.83 8"-10" 909M1 909AGM 8"-10" 909 4 102 73 187 111/4 286 15.5 7.03 909ELA 1/4"-1/4" 009, 3/4" 009M2/M3 - - - - - - - - 909ELC 14"-1" 009/909 - - 23 60 23 60 0.38 0.17 * 909ELF 114"-2" 009M1, - - 3s 92 35 92 2 0.91 11/4"-2" 009/909, 2" 009M2, 4"-6" 993 * 909ELH 2'/z"-3" 009/909 - - - - - - - - Vertical ** Viega ProPress® connections are optional factory -installed fitting on each end of the approved/certified assembly. A B • Dimensions - Weight Size: 1/4" - 2" (8 - 50mm) LF009 SIZE (DN) in. mm in. A mm in. B mm in. DIMENSIONS C mm (APPROX.) 0 in. mm in. L mm in M mm in N mm WEIGHT lbs. kgs. / 8 10 250 4% 117 33 86 11/4 32 51/2 140 23/8 60 2/ 64 5 2 3/8 10 10 250 4% 117 3% 86 11/ 32 51/2 140 2% 60 21/2 64 5 2 1 15 10 250 4% 117 3% 86 11/4 32 51/2 140 2% 70 2' 57 5 2 % 20 10% 273 5 127 3'/2 89 11/2 38 63/4 171 33/,6 81 2% 70 6 3 1 25 141/2 368 51/2 140 3 76 21/2 64 91/2 241 3% 95 3 76 12 5 11/4 32 17% 441 6 150 31/2 89 21/2 64 11% 289 4'/6 113 311 89 15 6 11/2 40 17% 454 6 150 31/2 89 2/ 64 111/2 283 4' 124 4 102 16 7 2 50 21% 543 7% 197 41/2 114 31/4 83 131/2 343 55/6 151 5 127 30 13 Dimensions - Weight STRAINER SIZE in. mm Size: 21/2" and 3" (65 and 80mm) LF009 M in. mm DIMENSIONS (APPROX.) N in. mm . Nit in. mm 21 65 10 254 6'1 165 93/ 248 3 80 101/8 257 7 178 10 254 WEIGHT lbs. kgs. 28 12.7 34 . 15.4 tClearance for servicing Watts G-4000 Series QT – Ball Valves MODEL SIZE DN in. mm in. A mm in. C mm M. DIMENSIONS D mm (APPROX.) E in. mm in. L mm in. R mm in. U mm WEIGHT lbs. kgs. LF009LF 21/2 65 — — — — 41/2 114 — — 18'% 460 — — 105% 270 76 34.5 LF0090SY 21/2 65 331/4 845 15/ 403 41/2 114 16% 416 181/8 460 7% 197 10% 270 166 75.3 LF009NRS 21/2 65 331/4 845 11% 289 412 114 16% 416 18%8 460 7% 197 10% 270 161 73.0 LF009QTFDA 21/2 65 331/4 845 6 152 41/2 114 16% 416 18%8 460 7% 197 10% 270 150 68.0 LF009LF 3 80 — — — — 41/2 114 — — 181/8 460 — — 10% 270 76 34.5 LF0090SY 3 80 341/4 870 181/2 470 41/2 114 16% 422 18%8 460 8% 222 105/8 270 198 89.8 LF009NRS 3 80 34% 870 12% 324 41/2 114 16% 422 18% 460 8% 222 105% 270 191 86.6 LF009QTFDA 3 80 341/4 870 7 178 41/2 114 16% 422 181/8 460 8% 222 105% 270 158 71.7 Capacity Performance as established by an independent testing laboratory. kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 1/4" (8mm) LF009QT • AP 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 3/4" (10mm) LF009QT AP kPa psi 172 25 138 20 103 15 69 10 35 5 .25 .50 .75 1 1.25 1.50 2.5 . 3.1 gpm .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm /2" (15mm) LF009QT * 0 1 2.5 5 7.5 10 12.5 15 gpm AP 0 3.8 9.5 19 28.5 38 47 5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 "P 07.6 3/4" (20mm) LF009M3QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP O 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 nips 1" (25mm) LF009M2QT 5 10 20 19 38 76 7.5 2.3 30 40 50 60 70 80. gpm 114 152 190 228 266 304 Ipm 15 fps 4.6 mps WWAm® Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP O kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 APO 11/4" (32mm) LF009M2QT 10 20 30 40 50 60 70 80 gpm 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" (40mm) LF009M2QT * - kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LF009M2QT * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 6P 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 212" (65mm) LF009 * kPa psi 172 25 138 20 103 15 69 10 .35 5 0 0 �P 0 25 0 95 25 50 75 100 125 150 175 200 225 250 gpm 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3" (80mm) LF009 50 75 100 125 150 175 200 225 250 275 300 325 gpm 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps ES-LF009 1736 USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com © 2017 Watts January 22, 2018 City of Tukwila Department of Community Development TROY HUFFER 800 WASHINGTON AVE N - SUITE 208 MINNEAPOLIS, MN 55401 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG 17-0156 CINNABON - 985 SOUTHCENTER MALL Dear TROY HUFFER, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • 1/19/2018 12:09:16 PM (Allen Johannessen) (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The layout of the architectural plans have changed adding a new sink. Revise the plumbing plans to be consistent with these changes. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No. PGI7-0156 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 architecture • 800 Washington Ave N Suite 208 Minneapolis, MN 55401 p 612.547.1300 f 612.547.1301 www.cmarch.com Bruce M. Carlson, AIA Patrick G. Blees, AIA Fort Worth, TX Minneapolis, MN Dallas, TX planning • interior design January 9, 2018 City of Tukwila RE: Cinnabon Revision for PLUMBING Plan Review Southcenter Mall Dear City of Tukwila: Project #: 17089.001 I am writing in response to your comments dated December 7, 2017 from your plan review for the above referenced project. I will go through the comments that you had stated item by item, and respond as required. If there are any additional questions that you have, please feel free to contact Troy Huffer directly at 612.547.1336. Thank you for your time in getting the permit process completed. 1. Since each permit stands on its own.... Response: Key plan is added to sheet P1.0. 2. The second page of the Plumbing Permit application... Response: See attached backflow preventer cut sheet, this will be used for all backflows. 3. Submit specifications for the proposed grease trap.... Response: Spec for the Grease Trap is called out on Sheet P2.0, it is a Schier #GB -2 35 GPM, 130.5 lbs capacity. Also see provided cut sheet. Sincerel CMA Troy Huffer 17089.001 CORRE TIOM LTR#_.___ PGLI-Tois(0 RECEIVED CITY OF TUKWILA JAN 162018 PERMIT CENTER City of Tukwila Department of Community Development December 07, 2017 TROY HUFFER 800 WASHINGTON AVE N - SUITE 208 MINNEAPOLIS, MN 55401 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG17-0156 CINNABON - 985 SOUTHCENTER MALL Dear TROY HUFFER, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Since each permit stands on its own please add a mall map so the Cinnabon location can be easily located by the city inspector. 2) The second page of the Plumbing Permit application calls for two backflows. Please specify size/manufacturer/model # of each backflow and show backflows location on your plans. Backflows shall be from the list of WA Dept. of Health approved devices. Submit backflow(s) cut sheet and circle the backflow(s) to be installed. 3) Submit specifications for the proposed grease trap. Please note that the grease trap shall be maintained per attached Westfield Southcenter GREASE TRAP MAINTENANCE PROGRAM. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PG17-0156 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670'• Fax 206-431-3665 ?ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0156 DATE: 01/25/18 PROJECT NAME: CINNABON SITE ADDRESS: 985 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 2 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AWS, Building Division JASAtOc Public Works ,Ig Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWERa INITIALS: DATE: 01/25/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 79 02/27/18 REVIEWERC INITIALS: DATE: 'Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0156 DATE: 01/16/18 PROJECT NAME: CINNABON SITE ADDRESS: 985 SOUTHCENTER MALL Original Plan Submittal Revision #_ X Response to Correction Letter # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: 4: Cowl 1-0-48 Building Division 1wc Pu ]ic Works Fire Prevention Structural Planning Division nPermit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/18/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/15/18 Approved ri Approved with Conditions Corrections Required Denied (corrections entered in Reviews (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: I-3)"�{ Departments issued corrections: Bldg k Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0156 DATE: 11/30/17 PROJECT NAME: CINNABON SITE ADDRESS: 985 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: /1-s 414 c Building Division CovrZ P5 7 Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator it PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/05/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/02/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: Sl y cls .Y \ , REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: g �I 7 Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW [" Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://ww44'.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: 1/22-/2 1 • Response to Incomplete Letter # ® Response to Correction Letter # Plan Check/Permit Number: Revision # after Permit is Issued PG17-0156 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Cinnabon Project Address: 985 Southcenter Mall Contact Person: Summary of evisiion: RECEIVED CITY OF.TUKWIL JAN 2 4 2018 PERMIT CENTER 1 NUTER- Phone Number: I 2 - ?1 ? ` J 33 lay\ 5 u pdakei s I",ow ti\ aG,Jpvtv,1(05 . Sheet Number(s): "Cloud" or highlight all areas of revision includindate of revi �'on Received at the C1 of Tukwila Permit Center by: N IiV1fl't»-) �' g Entered in TRAKiT on ` \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /;// 1//2-/aoi 9 O Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: PG 17-0156 RECEIVED CITY OF T1JKWIL. JAN 1 6 2018 PERMIT CENTER Project Name: Cinnabon Project Address: 985 Southcenter Mall �vo ' JL)4 Y Phone Number: / Z — 1 3 Contact Person: � (�C Summary of Revision: 2.Q_ o 4 4c1 -e d v'esiodvl Sheet Number(s): P1,0, 121,1 P 2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1-N Et Entered in TRAKiT on 0 ///6/(S/ \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised:. PLUMBING PRO'S LLC I-lorne Espanol Contact Safety & Health Claims & Insurance Clik Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Help b1y L&l Workplace Rights Trades & Licensing PLUMBING PRO'S LLC Owner or tradesperson Principals BRANCH, VIRGINIA LEE, PARTNER/MEMBER BRANCH, WILLIAM A, PARTNER/MEMBER BRANCH, WILLIAM, AGENT Doing business as PLUMBING PRO'S LLC WA UBI No. 602 659 236 12119 274TH AVE E BUCKLEY, WA 98321 360-829-6539 PIERCE County Business type Limited Liability Company Governing persons VIRGINIA LEE BRANCH WILLIAM A BRANCH; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .............................._..............._....._............. Meets current requirements. License specialties PLUMBING License no. PLUMBPL947PL Effective — expiration 10/13/2006-10/13/2018 Bond ................. CBIC Bond account no. SG9807 $6,000.00 Received by L&I Effective date 10/13/2006 10/12/2006 Expiration date Until Canceled Insurance .............................. Liberty Northwest Ins Corp $1,000,000.00 Policy no. BKA55236274 Received by L&I Effective date 11/20/2017 11/02/2012 Expiration date 12/02/2018 xt� Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602659236&LIC=PLUMBPL947PL&SAW= 01/31/2018 PLUMBING PRO'S LLC Savings ................... No savings accounts during the previous 6 y. . ,period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. PDOVE00379 Issue date 03/16/2017 Violation city BUCKLEY Type of violation PLUMBER INFRACTION Description Contractor failed to provide proper supervision as required. Satisfied ........................... RCW/WAC 18.106.020 Violation amount $250.00 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 125,688-00 ................................. Doing business as PLUMBING PROS Estimated workers reported Quarter 3 of Year 2017 "11 to 20 Workers" L&I account contact T3 / DAVID PRYOR (360)902-4804 - Email: PRYD235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ........................................................ No strikes have been issued against this contractor. Contractors not allowed to bid .............................................._....................._....._........... No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 C7 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602659236&LIC=PLUMBPL947PL&SAW= 01/31/2018 A: \PR4tECTS\3588 AUNTIE Pian review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: BY: � 1-31 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division_ I'• a T :: Revisions will require a new plan submittal I and may include additional plan review tees. 1 t_7 M' chanical Electrical 0 PI tubing as Piping City of Tukwila EUILDING DIVISION 1- f \i1L FOV,), APPROVED JAS! 2 9 MO PLUMBING PLAN - WASTE & VENT M1 PIPE INDIRECT WASTE FROM OWNER FURNISHED EQUIPMENT TO DRAIN PIPE. DRAINS MAY NOT BE COMBINED, NO EXCEPTIONS. TERMINATE WITH AIR GAP PER LOCAL CODE. FIELD VERIFY CONNECTION TO EQUIPMENT. 0 PIPE PRESSURE REUEF VALVE AND DRAIN PAN LINES FROM WATER HEATER (WH -1) DOWN TO MOP SINK. SEE DETAIL 2/P2.0. CONNECT TO SEWER STUB -IN. CONNECT TO 4" SANITARY SEWER STUB -IN WITH CLEANOUT. FIELD VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 04 CONNECT TO SANITARY VENT STUB -IN. FIELD VERIFY EXACT SIZE, LOCATION AND ROUTING PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. FURNISH AND INSTALL GREASE TRAP SCHIER MODEL PB -2 WITH 35 GPM RATING, 130.5 LB. GREASE CAPACITY AND BUILT-IN FLOW CONTROL. MAINTAIN MANUFACTURERS SERVICE ACCESS. SEE DETAIL 3/P2.0. 3 -COMP SINK WITH 2" WASTE AND VENT CONNECTIONS. PIPE DIRECT WASTE CONNECTION TO GREASE TRAP. SEE DETAIL 3/P2.0. MOP SINK (F1) WITH 3" WASTE AND VENT CONNECTIONS. HAND SINK WITH 1-1/2" WASTE AND VENT CONNECTIONS. PIPE IN -DIRECT WASTE FROM WATER FILTER (J65-01) TO MOP SINK. DRAINS MAY NOT BE COMBINED, NO EXCEPTIONS. TERMINATE WITH AIR GAP PER LOCAL CODE. FIELD VERIFY CONNECTION TO EQUIPMENT. RAPID RINSE STATION WITH 1-1/2" WASTE AND VENT CONNECTIONS. A. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS, SPECIFICATIONS AND EXISTING CONDMONS FOR BIDDING PURPOSES. FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THEIR WORK. B. NOT ALL EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC. IS SHOWN ON THE PLANS. ALL EXISTING EQUIPMENT AND PIPING SHOWN DOES NOT REFLECT All OFFSETS, LENGTHS AND LOCATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT AND PIPING TO BE REMOVED AND/OR CONNECTED TO PRIOR TO BID. C. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, FIXTURES, DUCTWORK AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. D. CONCRETE CUTS SHALL BE STRAIGHT AND CLEAN. REPLACE SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT. E. WASTE & VENT PIPING BELOW GRADE AND THRU FLOOR SHALL BE 2" MINIMUM. F. FIELD VERIFY SIZE, LOCATION & INVERT ELEVATION OF EXISTING SANITARY SEWER. G. PITCH ALL UNDERFLOOR SANITARY WASTE PIPING 4" AND GREATER AT 1/8" PER FOOT. ALL OTHER BELOW GRADE PIPING SLOPED AT 1/4" PER FOOT. H. CLEANOUTS MUST BE INSTALLED WHERE SHOWN ON PLANS AND ADDITIONAL CLEANOUTS WHERE REQUIRED BY CODE. 1. REFER TO WATER & WASTE RISERS 4/P2.0 & 5/P2.0 FOR ADDI11ONAL SIZES AND NOTES. RE TO SHEETS P2.0 FOR ADDITIONAL NOTES, DETAILS AND SCHEDULES, J. PLUMBING CONTRACTOR SHALL PROVIDE CROSS CONNECTION CONTROL PER IPC 606. K. WASTE AND VENT PIPING IN PLENUM CEILING SPACES TO BE CAST IRON NO HUB, SEE SPECIFICATIONS. 11 PROVIDE 2 INCH WASTE PIPE WITH ABOVE GROUND TRAP AND FUNNEL SPOUT. ROUTE INDIRECT WASTE LINE FROM COFFEE BREWER TO FUNNEL 12 ROUTE 2 INCH WASTE PIPE WITHIN WALL AND TERMINATE A EXISTING SANITARY WASTE LINE AT DEMO'D RESTROOM. PROVIDE WALL CLEANOUT. COORDINATE ROUTING OF WATER, VENT, WASTE AND STORM PIPING WITH STRUCTURE, CEILING ELEVATION, ELECTRICAL SWITCHGEAR, DUCTWORK, LIGHTS, SPRINKLER PIPING AND ALL OTHER TRADES. COORDINATE KITCHEN ROUGH -IN REQUIREMENTS WITH FOOD SERVICE DRAWINGS AND SCHEDULES. WASTE CONTAINING GREASE SHALL DISCHARGE THRU GREASE WASTE AS SHOWN. ALL HUB DRAINS AND INDIRECT DRAINS SHALL BE MOUNTED IN EXPOSED READILY ACCESSIBLE LOCATIONS. COORDINATE FINAL DRAIN LOCATIONS WITH KITCHEN EQUIPMENT. MATERIAL EXPOSED WITHIN RETURN AIR PLENUM CEILINGS SHALL COMPLY WITH IMC SECTION 602.2. PLUMBING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR TESTED & RATED FIRE STOP SYSTEMS FOR ALL THRU-PENETRATION OF WALLS, FLOORS & ROOF ASSEMBLIES RESULTING FROM PIPING & OTHER WORK UNDER HIS CONTRACT. REFER TO FIRESTOPPING SPEC SECTION FOR REQUIREMENTS. PLUMBING CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND PIPING NOT BEING USED IS FULLY REMOVED AND NOT ABANDONED. COORDINATE REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. ALL INSTALLATIONS, EQUIPMENT AND MATERIAL SHALL COMPLY WITH ALL APPLICABLE LANDLORD REQUIREMENTS. CORRE I•'ON LIGHT INDICATES EXISTING TO REMAIN. TR# T BRUCE M. CARLSON architecture • planning • Interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE ,528 IN-LINE STORE DESIGN SHEET TITLE: WASTE AND VENT PLUMBING PLAN REVISIONS: NO: DATE: B Y: A. 11.15.2017 PERMIT SET -RE Y__O JA - EIV -ED— - • WI L A — 018 RMI CENTER PROJECT NO: 3588.0097 DRAWN BY: JMH P1.o COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 di co N J50-02 BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: J65-01 J60-6-21 01 VsP SoC i1,.• p :0 -01 a4rf its '1619/ ON 0— J52-01 El J54-01 (-Zia �lILWE I-(_)1 `CODE � COMPLIANCE APPROVED JAN 2 9 2010 1• MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. PLUMBING PLAN - WATER PLUMBING KEYNOTES GENERAL NOTES 1 CONNECT TO EXISTING 1" COLD WATER STUB IN FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 02 FURNISH AND INSTALL ASSE 1070 POINT -OF -USE THERMOSTATIC MIXING VALVE UNDER EACH HAND SINK. SET TEMPERATURE TO 110 DEG. F. V PLUMBING CONTRACTOR TO FURNISH AND INSTALL NEW HOT WATER HEATER (WH -1). CONTRACTOR TO MOUNT ON SHELF ABOVE MOP SINK. 1" HOT AND COLD WATER CONNECTIONS. DRAIN PAN AND TEMPERATURE/PRESSURE RELIEF SEPARATELY TO MOP SINK. CONTRACTOR TO VERIFY WORKING CONDITION PRIOR TO BID. SEE DETAIL 2/P2.0. 04 3/4" COLD WATER DOWN TO WATER FILTRATION SYSTEM MOUNTED BELOW SINK DRAIN BOARD. SEE DETAIL 4/P2.0. PIPE THRU WATER FILTER (J65-01) AND CONNECT TO COFFEE MAKER AND ICE MAKER (C21-01 AND J60-02). FURNISH AND INSTALL BACKFLOW PROTECTION AS REQUIRED BY LOCAL AUTHORITY. EXTEND DRAIN TO FLOOR SINK. AIR GAP PER LOCAL AUTHORITY. 0 I I � L_ _r�. CHEMICAL DISPENSER BY OTHERS. MOP SINK FAUCE%� CHEMICAL DISPENSER ASSEMBLIES SHALL MEET THE REQUIREMENTS OF ASSE 1055 WITH A PRESSURE BLEEDING DEVICE (SIDE -KICK) & A BACKFLOW PREVENTER. NO EXCEPTION. WYE CONNECTORS ARE NOT EQUAL. 3 -COMP SINK WITH 1/2" HOT AND COLD WATER CONNECTIONS. PROVIDE SHUT-OFF VALVES AND CHECK VALVES. MOP SINK (F1) WITH 1/2" HOT AND COLD CONNECTIONS. PROVIDE BACKFLOW PROTECTION PER DETAIL 2/P1.1. 1/2" COLD WATER & 1/2" HOT WATER DOWN TO FIXTURE. FIELD VERIFY EXACT ROUTING. DO NOT ROUTE PIPING OVER ELECTRICAL SWITCHGEAR. FIELD VERIFY PRIOR TO INSTALLATION. ROUTE PIPING BELOW COUNTER TO FIXTURE. FIELD COORDINATE FINAL CONNECTION WITH KITCHEN EQUIPMENT INSTALLER. AVOID CONFUCT. 10 RUN FILTERED WATER UNE DOWN IN WALL 11 1/2" FILTERED COLD WATER TO FIXTURE. FURNISH AND INSTALL BACKFLOW PROTECTION AS REQUIRED BY LOCAL AUTHORITY. 3/4" WATTS N9 -CD HOSE CONNECTION BACKFLOW PREVENTER. ASSE 1052 OR EQUAL. PRESSURE BLEEDING DEVICE ECOLAB SIDEKICK. NO EXCEPTIONS. 1/2" COLD WATER DOWN TO FIXTURE. FIELD VERIFY EXACT ROUTING. SCALE: NONE BREAKER DETAIL A. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS FOR BIDDING PURPOSES. FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBIUTY OF PERFORMING THEIR WORK. B. NOT ALL EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC. IS SHOWN ON THE PLANS. ALL EXISTING EQUIPMENT AND PIPING SHOWN DOES NOT REFLECT ALL OFFSETS, LENGTHS AND LOCATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT AND PIPING TO BE REMOVED AND/OR CONNECTED TO PRIOR TO BID. C. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, FIXTURES, DUCTWORK AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. D. CONCRETE CUTS SHALL BE STRAIGHT AND CLEAN. REPLACE SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT. WESTFIELD SOUTHCENTER E. WASTE & VENT PIPING BELOW GRADE AND THRU FLOOR SHALL BE 2" MINIMUM. F. FIELD VERIFY SIZE, LOCATION & INVERT ELEVATION OF EXISTING SANITARY SEWER. G. PITCH ALL UNDERFLOOR SANITARY WASTE PIPING 4" AND GREATER AT 1/8" PER FOOT. ALL OTHER BELOW GRADE PIPING SLOPED AT 1/4" PER FOOT. H. CLEANOUTS MUST BE INSTALLED WHERE SHOWN ON PLANS AND ADDITIONAL CLEANOUTS WHERE REQUIRED BY CODE. I. REFER TO WATER & WASTE RISERS 4/P2.0 & 5/P2.0 FOR ADDITIONAL SIZES AND NOTES. REFER TO SHEETS P2.0 FOR ADDITIONAL NOTES, DETAILS AND SCHEDULES. J. PLUMBING CONTRACTOR SHALL PROVIDE CROSS CONNECTION CONTROL PER IPC 606. K. WASTE AND VENT PIPING IN PLENUM CEILING SPACES TO BE CAST IRON NO HUB, SEE SPECIFICATIONS. L COORDINATE ROUTING OF WATER, VENT, WASTE AND STORM PIPING WITH STRUCTURE, CEILING ELEVATION, ELECTRICAL SWITCHGEAR, DUCTWORK, LIGHTS, SPRINKLER PIPING AND ALL OTHER TRADES. 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: WATER PLUMBING PLAN M. COORDINATE KITCHEN ROUGH -IN REQUIREMENTS WITH FOOD SERVICE DRAWINGS AND SCHEDULES. N. WASTE CONTAINING GREASE SHALL DISCHARGE THRU GREASE WASTE AS SHOWN. 0. ALL HUB DRAINS AND INDIRECT DRAINS SHALL BE MOUNTED IN EXPOSED READILY ACCESSIBLE LOCATIONS. COORDINATE FINAL DRAIN LOCATIONS WITH KITCHEN EQUIPMENT. P. MATERIAL EXPOSED WITHIN RETURN AIR PLENUM CEILINGS SHALL COMPLY WITH IMC SECTION 602.2. Q. PLUMBING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR TESTED & RATED FIRE STOP SYSTEMS FOR ALL THRU-PENETRATION OF WALLS, FLOORS & ROOF ASSEMBLIES RESULTING FROM PIPING & OTHER WORK UNDER HIS CONTRACT. REFER TO FIRESTOPPING SPEC SECTION FOR REQUIREMENTS. R. PLUMBING CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND PIPING NOT BEING USED IS FULLY REMOVED AND NOT ABANDONED. COORDINATE REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD. REFER TO SPECIFICATIONS FOR ADDMONAL INFORMATION. VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. S. ALL INSTALLATIONS, EQUIPMENT AND MATERIAL SHALL COMPLY WITH ALL APPUCABLE LANDLORD REQUIREMENTS. T. --- UGHT INDICATES EXISTING TO REMAIN. REVISIONS: NO: DATE: B Y: PROJECT NO: DRAWN BY: 3588.0097 JMH P 1 . 1 GHT M. CARLSON ARCHITECT, PLLC 2017 11.15.2017 PERMIT SET 01.09.2018 PERMIT RECHECK ::IT "ECEIVED OF-Tiv" V•IL,4 JAN 2 4 2018 PROJECT NO: DRAWN BY: 3588.0097 JMH P 1 . 1 GHT M. CARLSON ARCHITECT, PLLC 2017 jsaxton — 1/12/2018 9:15:01 A: \PROJECTS\3588 AUNTIE ANNES PROECTS\3588.0097 Cinnabar — Seattle INA\3588.0097 P20.dwg PLUMBING FIXTURE SCHEDULE FIXTURES PROVIDED BY PLUMBING CONTRACTOR # MANUFACTURER/MODEL FIXTURE TYPE LOCAL CONNECTIONS HEIGHT NOTES WASTE VENT C.W. H.W. F1 ACORN # TRH -2424-10 CHICAGO # 540—LD897SGCCP TERRAllO MOP SERVICE BASIN WITH 10" HIGH WALLS COMPLETE WITH STAINLESS STEEL STRAINER AND DRAIN FOR CAULKED CONNECTION WALL MOUNTED FAUCET WITH CHECK VALVES TO PREVENT CROSSOVER BETWEEN HOT & COLD. FAUCET SPOUT WITH 3/4" HOSE THREADS, VACUUM BREAKER, INTEGRAL STOP ARMS, CHROME FINISH, WALL BRACE. 3" — 2" — — 3/4" — 3/4" FLR 36" 1 FCO SIOUX CHIEF # 834-4DNR FULLY ADJUSTABLE ROUND CLEANOUT WITH POLISHED CAST NICKEL RING & COVER " " 3 , 4 — — — FLR 2, FSAZURN # Z-1901-2 CAST IRON PORCELAIN ENAMELED, ACID RESISTANT FLOOR SINK WITH INTERNAL DOME GRID STRAINER AND HALF GRATE 3,. — — — — — FD SIOUX CHIEF # 832-3DNR FULLY ADJUSTABLE ROUND FLOOR DRAIN WITH POLISHED CAST NICKEL STRAINER 3" 2" — — FLR 1-1/2 GT SCHIER # GB -2 GREASE TRAP WITH 35 GPM, 130.5 LBS GREASE CAPACITY, BUILT—IN FLOW CONTROL, 4" CONNECTIONS, TOP EXTENSIONS 4" 2" - - FLR MECHANICAL NOTES: 1. ADA APPROVED. WATER HEATER SCHEDULE MARK LOCATION MANUFACTURER TYPE MODEL # TANK CAPACITY (GAL) I -EATER DATA MECH NOTES RECOVERY (GPH) EWT ('F) LWT CF) WATTS V PH WH#1 KITCHEN AO SMITH _ ELEC. TANK DSE-40 40 61 40 140 15,000' 208 3 ALL MECHANICAL NOTES: 1. PROVIDE ASME APPROVED TEMPERATURE AND PRESSURE RELIEF VALVE. EXTEND DRAIN TO APPROVED RECEPTOR. TERMINATE WITH AIR GAP. 2. WATER HEATER MUST BE NSF RATED. 3. FURNISH AND INSTALL AMTROL THERM—X—TROL MODLEL #ST -5 EXPANSION TANK ON WATER HEATER. A.S.M.E APPROVED TEMP. & PRESS. RELIEF VALVE PIPED TO MOP SINK. AMTROL THERM—X—TROL EXPANSION TANK MODEL ST -5 (2.1 GAL). SUPPORT FROM STRUCTURE. ELECTRIC WATER HEATER NUT (TOP & BOTTOM) WASHER (TOP & BOTTOM) THREADED ROD CUT TO LENGTH CLEVIS TYPE PIPE HANGER CONTRACTOR TO MOUNT WATER HEATER FROM STRUCTURE USING ANGLE IRON SUPPORT STAND ABOVE MOP SINK. COORDINATE WITH GENERAL CONTRACTOR FOR ATTACHING TO EXISTING STRUCTURE INSULATION PROTECTIVE SHEETMETAL SHIELD MECH CONTR TO FURNISH 6" DEEP SOLDERED SOLID DRIP PAN BELOW WATER HEATER MOUNTED IN CEILING SPACE. EXTEND 3/4" COPPER DRAIN PIPE TO MOP SINK. EXTEND DRAINS SEPARATELY TO MOP SINK. TERMINATE WITH AIR GAP PER LOCAL CODE. 1. FURNISHED BY KITCHEN EQUIPMENT CONTRACTOR, PLUMBING CONTRACTOR TO MAKE FINAL CONNECTIONS. VERIFY ALL ROUGH—IN HEIGHTS Sc LOCATIONS. SEE FOOD SERVICE PLANS. 2. PIPE INDIRECT WASTE TO FLOOR DRAIN. TERMINATE WITH AIR GAP PER LOCAL CODE. 3. PROVIDE AND INSTALL ASSE 1012 OR 1022 DUAL CHECK VALVE TYPE BACKFLOW PREVENTOR. PIPE DUAL CHECK VALVE BACKFLOW PREVENTOR DRAIN TO NEAREST FD. 4. ALL DIRECT CONNECT APPLIANCES SHALL BE INDIVIDUALLY PROTECTED AGAINST BACKFLOW TO MEET IPC 606 W/ APPLICABLE AMMENDMENTS. 5. ALL APPLIANCES SUCH AS CARBONATED BEVERAGE MACHINES, COFFEE MAKERS ICE MACHINES, ESPRESSO MACHINES, DISHWASHERS AND SIMILAR EQUIPMENT W/ DIRECT CONNECTIONS TO POTABLE WATER SHALL BE PROTECTED BY ASSE 1012 OR 1022 DUAL CHECK VALVE TYPE BACKFLOW PREVENTOR OR EQUIVALENT TO MEET LOCAL CODES. 6. FIXTURE TO DRAIN TO GREASE WASTE. 7. PIPE (3) 2" DRAINS TOGETHER AND DISCHARGE INTO FLOOR SINK. 3 COMPARTMENT SINK TO DRAIN THRU GREASE TRAP. 8. PLUMBING CONTRACTOR TO FURNISH AND INSTALL LAWLER MODEL #TMM-1000 POINT—OF—USE THERMOSTATIC MIXING VALVE UNDER EACH HAND SINK. SET TEMPERATURE TO 110 DEG. F. 10. NOT ILTER USED. (J65-01) TO BE CONNECTED TO FIXTURES (KITCHEN ITEM # C21-01, J60-02). SINK AND FITTINGS FURNISHED BY KITCHEN EQUIPMENT SUPPLIER AND FINAL CONNECTIONS BY PLUMBING CONTRACTOR DRAIN LEVERS FURNISHED BY KITCHEN EQUIPMENT SUPPLIER AND INSTALLED BY PLUMBING CONTRACTOR COLD WATER FILTERED COLD WATER 120 DEGREE HOT WATER CIRCULATING HOT WATER VENT 140 DEGREE HOT WATER SANITARY WASTE GREASE WASTE GAS LINE CONNECT TO EXISTING EXISTING COLD WATER EXISTING HOT WATER ---------- EXISTING VENT EXISTING SANITARY WASTE EXISTING GREASE WASTE EXISTING GAS LINE FLOW CONTROL FITTING FURNISHED BY INTERCErTOR MANUFACTURER, INSTALLED BY PLUMBING CONTRACTOR1 PLUMBING CONTRACTOR TO INSTALL FILTER ASSEMBLY PROVIDED BY KITCHEN EQUIPMENT SUPPLIER PIPE DRAIN TO NEAREST FLOOR DRAIN/SINK. TERMINATE WITH AIR GAP. MAINTAIN A MINIMUM OF 2" CLEARANCE FOR FILTER CHANGE REVIEWED FOR 'CODE COMPLIANCE- APPROVE). OMPLIANCEAPPROV JAN 29 CIO 1/2" FILTERED COLD WATER TO FIXTURE. FURNISH AND INSTALL BACKFLOW PROTECTION AS REQUIRED BY LOCAL AUTHORITY. PIPE INDIRECT WASTE FROM OWNER FURNISHED EQUIPMENT TO DRAIN PIPE. DRAINS MAY NOT BE COMBINED, NO EXCEPTIONS. TERMINATE WITH AIR GAP PER LOCAL CODE. FIELD VERIFY CONNECTION TO EQUIPMENT. FURNISH AND INSTALL ASSE 1070 POINT—OF—USE THERMOSTATIC MIXING VALVE UNDER EACH HAND SINK. SET TEMPERATURE TO 110 DEG. F. U4 PLUMBING CONTRACTOR TO FURNISH AND INSTALL NEW HOT WATER HEATER (WH -1). CONTRACTOR TO MOUNT ON SHLEF ABOVE MOP SINK. 1" HOT AND COLD WATER CONNECTIONS. DRAIN PAN AND TEMPERATURE/PRESSURE REUEF SEPARATELY TO MOP SINK. CONTRACTOR TO VERIFY WORKING CONDITION PRIOR TO BID. SEE DETAIL 2/P2.0. WASTE AND VENT RISER CONNECT TO EXISTING 1" COLD WATER STUB IN FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONNECT TO SEWER STUB—IN. CONNECT TO 4" SANITARY SEWER STUB -1N WITH CLEANOUT. FIELD VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION PRIOR TO BIDDING. REFER TO PLUMBING SPECIFICATIONS FOR ADDMONAL INFORMATION. CONNECT TO SANITARY VENT STUB—IN. FIELD VERIFY EXACT SIZE, LOCATION AND ROUTING PRIOR TO BIDDING. REFER TO PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 0 FURNISH AND INSTALL GREASE TRAP SCHIER MODEL #GB -2 WITH 35 GPM RATING, 130.5 LB. GREASE CAPACITY AND BUILT—IN FLOW CONTROL. MAINTAIN MANUFACTURERS SERVICE ACCESS. SEE DETAIL 3/P2.0. 0 RUN FILTERED WATER LINE DOWN IN WALL. 10 ROUTE PIPING BELOW COUNTER TO FIXTURE. FIELD COORDINATE FINAL CONNECTION WITH KITCHEN E'UIPMENT INSTALLER. AVOID CONFLICT. 11 ROUTE 2 INCH WASTE PIPE WITHIN WALL AND TERMINATE A EXISTING SANITARY WASTE LINE AT DEMO'D RESTROOM. PROVIDE WALL CLEANOUT. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 N -LINE STORE DESIGN SHEET TITLE: PLUMBING SCHEDULES AND DETAILS EVISIONS: NO: DATE: BY: Q <ITCH-\ EQUIPN'E\T SCH=DUB- EQUIPMENT FURNISHED BY KITCHEN EQUIP CONTRACTOR, INSTALLED BY PLUMBING CONTRACTOR PERMIT SET Al R ITY 01.09.2018 C -E • F TUKW PERMIT RECHECK # FIXTURE LOCAL CONNECTIONS A , NOTES ERMIT CENTE WASTE VENT C.W. H.W. 110T 140'F C21-01 COFFEE BREWER — — 1/4" — — 1, 2, 3, 4, 5, 10 J60-02 ICE MACHINE 1-1/2" — 1/2" — — 1, 2, 3, 4, 5 ,10 J50-02 WALL MOUNT HAND SINK W/ FAUCET 1-1/2 1-1/2" 1/2" 1/2 — 1, 8 J54-01 MOP SINK W/ FAUCET 3" 1-1/2" 3/4" — 3/4" 1 J52-01 3—COMP SINK W/ FAUCETS (3) 2" 2" 3/4" — 3/4" 1, 2, 6, 7 - B-69 RAPID RINSE STATION 1-1/ ' /2, 1 CONTRACTOR TO MOUNT WATER HEATER FROM STRUCTURE USING ANGLE IRON SUPPORT STAND ABOVE MOP SINK. COORDINATE WITH GENERAL CONTRACTOR FOR ATTACHING TO EXISTING STRUCTURE INSULATION PROTECTIVE SHEETMETAL SHIELD MECH CONTR TO FURNISH 6" DEEP SOLDERED SOLID DRIP PAN BELOW WATER HEATER MOUNTED IN CEILING SPACE. EXTEND 3/4" COPPER DRAIN PIPE TO MOP SINK. EXTEND DRAINS SEPARATELY TO MOP SINK. TERMINATE WITH AIR GAP PER LOCAL CODE. 1. FURNISHED BY KITCHEN EQUIPMENT CONTRACTOR, PLUMBING CONTRACTOR TO MAKE FINAL CONNECTIONS. VERIFY ALL ROUGH—IN HEIGHTS Sc LOCATIONS. SEE FOOD SERVICE PLANS. 2. PIPE INDIRECT WASTE TO FLOOR DRAIN. TERMINATE WITH AIR GAP PER LOCAL CODE. 3. PROVIDE AND INSTALL ASSE 1012 OR 1022 DUAL CHECK VALVE TYPE BACKFLOW PREVENTOR. PIPE DUAL CHECK VALVE BACKFLOW PREVENTOR DRAIN TO NEAREST FD. 4. ALL DIRECT CONNECT APPLIANCES SHALL BE INDIVIDUALLY PROTECTED AGAINST BACKFLOW TO MEET IPC 606 W/ APPLICABLE AMMENDMENTS. 5. ALL APPLIANCES SUCH AS CARBONATED BEVERAGE MACHINES, COFFEE MAKERS ICE MACHINES, ESPRESSO MACHINES, DISHWASHERS AND SIMILAR EQUIPMENT W/ DIRECT CONNECTIONS TO POTABLE WATER SHALL BE PROTECTED BY ASSE 1012 OR 1022 DUAL CHECK VALVE TYPE BACKFLOW PREVENTOR OR EQUIVALENT TO MEET LOCAL CODES. 6. FIXTURE TO DRAIN TO GREASE WASTE. 7. PIPE (3) 2" DRAINS TOGETHER AND DISCHARGE INTO FLOOR SINK. 3 COMPARTMENT SINK TO DRAIN THRU GREASE TRAP. 8. PLUMBING CONTRACTOR TO FURNISH AND INSTALL LAWLER MODEL #TMM-1000 POINT—OF—USE THERMOSTATIC MIXING VALVE UNDER EACH HAND SINK. SET TEMPERATURE TO 110 DEG. F. 10. NOT ILTER USED. (J65-01) TO BE CONNECTED TO FIXTURES (KITCHEN ITEM # C21-01, J60-02). SINK AND FITTINGS FURNISHED BY KITCHEN EQUIPMENT SUPPLIER AND FINAL CONNECTIONS BY PLUMBING CONTRACTOR DRAIN LEVERS FURNISHED BY KITCHEN EQUIPMENT SUPPLIER AND INSTALLED BY PLUMBING CONTRACTOR COLD WATER FILTERED COLD WATER 120 DEGREE HOT WATER CIRCULATING HOT WATER VENT 140 DEGREE HOT WATER SANITARY WASTE GREASE WASTE GAS LINE CONNECT TO EXISTING EXISTING COLD WATER EXISTING HOT WATER ---------- EXISTING VENT EXISTING SANITARY WASTE EXISTING GREASE WASTE EXISTING GAS LINE FLOW CONTROL FITTING FURNISHED BY INTERCErTOR MANUFACTURER, INSTALLED BY PLUMBING CONTRACTOR1 PLUMBING CONTRACTOR TO INSTALL FILTER ASSEMBLY PROVIDED BY KITCHEN EQUIPMENT SUPPLIER PIPE DRAIN TO NEAREST FLOOR DRAIN/SINK. TERMINATE WITH AIR GAP. MAINTAIN A MINIMUM OF 2" CLEARANCE FOR FILTER CHANGE REVIEWED FOR 'CODE COMPLIANCE- APPROVE). OMPLIANCEAPPROV JAN 29 CIO 1/2" FILTERED COLD WATER TO FIXTURE. FURNISH AND INSTALL BACKFLOW PROTECTION AS REQUIRED BY LOCAL AUTHORITY. PIPE INDIRECT WASTE FROM OWNER FURNISHED EQUIPMENT TO DRAIN PIPE. DRAINS MAY NOT BE COMBINED, NO EXCEPTIONS. TERMINATE WITH AIR GAP PER LOCAL CODE. FIELD VERIFY CONNECTION TO EQUIPMENT. FURNISH AND INSTALL ASSE 1070 POINT—OF—USE THERMOSTATIC MIXING VALVE UNDER EACH HAND SINK. SET TEMPERATURE TO 110 DEG. F. U4 PLUMBING CONTRACTOR TO FURNISH AND INSTALL NEW HOT WATER HEATER (WH -1). CONTRACTOR TO MOUNT ON SHLEF ABOVE MOP SINK. 1" HOT AND COLD WATER CONNECTIONS. DRAIN PAN AND TEMPERATURE/PRESSURE REUEF SEPARATELY TO MOP SINK. CONTRACTOR TO VERIFY WORKING CONDITION PRIOR TO BID. SEE DETAIL 2/P2.0. WASTE AND VENT RISER CONNECT TO EXISTING 1" COLD WATER STUB IN FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONNECT TO SEWER STUB—IN. CONNECT TO 4" SANITARY SEWER STUB -1N WITH CLEANOUT. FIELD VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION PRIOR TO BIDDING. REFER TO PLUMBING SPECIFICATIONS FOR ADDMONAL INFORMATION. CONNECT TO SANITARY VENT STUB—IN. FIELD VERIFY EXACT SIZE, LOCATION AND ROUTING PRIOR TO BIDDING. REFER TO PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 0 FURNISH AND INSTALL GREASE TRAP SCHIER MODEL #GB -2 WITH 35 GPM RATING, 130.5 LB. GREASE CAPACITY AND BUILT—IN FLOW CONTROL. MAINTAIN MANUFACTURERS SERVICE ACCESS. SEE DETAIL 3/P2.0. 0 RUN FILTERED WATER LINE DOWN IN WALL. 10 ROUTE PIPING BELOW COUNTER TO FIXTURE. FIELD COORDINATE FINAL CONNECTION WITH KITCHEN E'UIPMENT INSTALLER. AVOID CONFLICT. 11 ROUTE 2 INCH WASTE PIPE WITHIN WALL AND TERMINATE A EXISTING SANITARY WASTE LINE AT DEMO'D RESTROOM. PROVIDE WALL CLEANOUT. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 N -LINE STORE DESIGN SHEET TITLE: PLUMBING SCHEDULES AND DETAILS EVISIONS: NO: DATE: BY: Q 11.15.2017 PERMIT SET Al R ITY 01.09.2018 C -E • F TUKW PERMIT RECHECK • A , ERMIT CENTE ROJECT NO: RAWN BY: 3588.0097 P2.0 JMH T BRUCE M. CARLSON ARCHITECT, PLLC 2017 115 DIVISION 15000 - MECHANICAL SECTION 15001 - BASIC MECHANICAL REQUIREMENTS A. GENERAL CONDITIONS 1. THE DRAWINGS AND GENERAL CONDITIONS, INCLUDING SUPPLEMENTARY GENERAL CONDITIONS SHALL APPLY TO ALL WORK IN DIVISION 15000. 2. THE CONTRACTOR FOR THIS DIVISION SHALL REVIEW THE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, EXAMINE THE SITE, CHECK AS TO THE MEANS OF MAKING CONNECTIONS TO SERVICES, AND SHALL BECOME FAMILIAR WITH ALL THE EXISTING CONDITIONS AND LIMITATIONS BEFORE SUBMITTING A PROPOSAL. ANY APPARENT VARIANCES OF THE PLAN OR SPECIFICATION FROM THE EXISTING CONDITIONS AT THE SITE SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER DURING THE BID PERIOD SO THAT CLARIFICATION CAN BE MADE BY ADDENDUM. ITEMS KNOWN TO BE INCONSISTENT WITH THE BID DOCUMENTS INTENT MUST BE LISTED AND QUALIFIED ON THE CONTRACTORS BID FORM. NO EXTRAS WILL BE ALLOWED BECAUSE OF THE CONTRACTORS MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR HIS LACK OF KNOWLEDGE OF ANY SITE CONDITIONS WHICH MAY AFFECT HIS WORK. 3. COORDINATION OF SCHEDULING FOR COMPLETION AND ALL INSPECTIONS OF THEIR WORK AND WORK OF SUBCONTRACTORS IS THE RESPONSIBILITY OF THIS CONTRACTOR. 4. BEFORE SUBMITTING A PROPOSAL ON THE WORK CONTEMPLATED ON THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, EACH BIDDER SHALL EXAMINE THE SITE, CHECK AS TO THE MEANS OF MAKING CONNECTIONS TO SERVICES, AND SHALL BECOME FAMILIAR WITH ALL THE EXISTING CONDITIONS AND LIMITATIONS. MECHANICAL EQUIPMENT AND SYSTEMS SHOWN AS EXISTING ON THE PLANS HAVE BEEN BASED ON EXISTING DRAWINGS. NO EXTRAS WILL BE ALLOWED BECAUSE OF THE CONTRACTOR'S MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR HIS LACK OF KNOWLEDGE OF ANY SITE CONDITIONS WHICH MAY AFFECT HIS WORK. ANY APPARENT VARIANCE OF THE PLAN OR SPECIFICATION FROM EXISTING CONDITIONS AT THE SITE SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER DURING THE BID PERIOD SO CLARIFICATION CAN BE MADE BY ADDENDUM. SECTION 15002 - GENERAL REQUIREMENTS 1. WORK TO BE ACCOMPLISHED ON THESE DRAWINGS AND SPECIFICATIONS INCLUDES FURNISHING ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES FOR THE COMPLETION OF ALL MECHANICAL WORK. ALL MECHANICAL WORK UNLESS NOTED TO BE SPECIFICALLY BY THE LANDLORD IS THE RESPONSIBILITY OF THIS CONTRACTOR. 2. THIS CONTRACTOR AND THEIR SUB CONTRACTORS SHALL WORK CLOSELY WITH THE TENANT PROJECT MANAGER FOR COORDINATION OF TRADES AND COMPLETION OF THE PROJECT. 3. PLANS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR IN EITHER ONE SHALL BE AS BINDING AS IF CALLED FOR IN BOTH. ANY ITEM OR LABOR THAT IS NECESSARY TO COMPLETE THE WORK AND IS TYPICALLY INCLUDED IN SIMILAR WORK SCOPE SHALL BE FURNISHED AND INSTALLED AS PART OF THE CONTRACT WHETHER OR NOT IT IS SHOWN ON THE PLANS OR IN THE SPECIFICATIONS. 4. WHEN THE INCLUDED DRAWINGS AND/OR SPECIFICATIONS CALL OF ITEMS WHICH EXCEED THE LANDLORDS TENANT CRITERIA OR EXCEED CODE, IT'S THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE MORE STRINGENT REQUIREMENTS NOTED ON THE PLANS AND/OR SPECIFICATIONS. IF THE PLANS AND SPECIFICATIONS HAVE DISCREPANCIES BETWEEN THEM, THE CONTRACTOR SHALL ASSUME IN THEIR BID THAT THE MORE STRINGENT ITEM IS REQUIRED AT NO ADDITIONAL COST. 5. ALL PIPING, DUCTWORK AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED TO PRESENT A NEAT AND CLEAN APPEARANCE USING GOOD CONSTRUCTION PRACTICES. EQUIPMENT SHALL BE INSTALLED FOR PROPER ACCESS TO OPERATE, SERVICE AND MAINTAIN THE EQUIPMENT WITHOUT HAVING TO MOVE OTHER EQUIPMENT FOR ACCESS. ANY MECHANICAL EQUIPMENT (OR EXISTING EQUIPMENT TO REMAIN) THAT REQUIRES ACCESS PANELS SHALL HAVE THOSE PANELS FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 6. UNLESS SPECIFICALLY NOTED ON THE PLANS/SPECIFICATIONS ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND BEST QUALITY TO CONFORM TO THE REQUIREMENTS OF THE LANDLORDS TENANT CRITERIA, LOCAL AND STATE CODES GOVERNING THE WORK INVOLVED AND BE MADE BY NATIONALLY RECOGNIZED MANUFACTURES WITH UL LISTINGS AND LABELS. SECTION 15003 - CODES 1. ALL WORK SHALL BE INSTALLED IN CONFORMITY OF THE LANDLORDS TENANT CRITERIA, AND APPLICABLE LOCAL CODES AND ORDINANCES AND STATE STATUTES. ALL REQUIREMENTS OF THE CURRENT PLUMBING CODES, HEATING AND VENTILATION CODES, HEALTH AND SAFETY CODES, NFPA CODES AND ENERGY CODES MUST BE MET. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INQUIRE INTO AND COMPLY WITH ALL LOCAL ORDINANCES AND INCLUDE ANY ADDITIONAL ITEMS NOT NOTED IN THE PLANS/SPECIFICATIONS IN THEIR BID. ANY CHANGES TO THE MECHANICAL SYSTEM AS REQUIRED BY LOCAL, STATE OR TENANT CRITERIA THAT ARE NOT QUALIFIED ON THE CONTRACTORS BID FORM ARE ASSUMED TO BE INCLUDED IN THE ORIGINAL BID AND ADDITIONAL COSTS WILL NOT BE DUE TO COMPLETE THOSE ITEMS AFTER THE CONTRACT IS ISSUED. SECTION 15004 - LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR IS RESPONSIBLE FOR ALL FEES, CHARGES AND OBLIGATIONS FOR OBTAINING PERMITS AND INSPECTIONS FOR PLUMBING, HEATING AND VENTILATION AND FIRE EXTINGUISHING WORK. 2. ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTIONS SHALL BE TURNED OVER TO THE TENANT'S PROJECT MANAGER AT THE COMPLETION OF THE PROJECT. SECTION 15005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. IN ANY CASE WHERE A SPECIFIC NAME OF EQUIPMENT OR MATERIAL IS MENTIONED ON THE DRAWINGS OR SPECIFICATIONS THE EXACT EQUIPMENT SHALL BE USED FOR THE BASE BID. EQUIPMENT OF EQUAL GRADE AND QUALITY WILL BE SUBJECT TO PRIOR APPROVAL BY THE TENANT'S PROJECT MANAGER AND THE ENGINEER IN WRITING THRU THE SHOP DRAWING SUBMITTAL PROCESS. ANY EQUIPMENT INSTALLED WITHOUT WRITTEN APPROVAL WILL BE CHANGED OUT TO THE SPECIFIED EQUIPMENT AT THE CONTRACTORS EXPENSE. 2. MECHANICAL CONTRACTOR SHALL SUBMIT 3 COPIES OF SHOP DRAWINGS TO THE TENANT'S PROJECT MANAGER FOR APPROVAL. IF APPROVED, COPIES WILL BE STAMPED "NO EXCEPTIONS" OR "APPROVED AS NOTED" AND WILL BE RETURNED TO THE CONTRACTOR. IF NOTATIONS AND MARKS INDICATE THAT REVISED INFORMATION IS REQUIRED, THEN CORRECTED INFORMATION SHALL BE SUBMITTED. SECTION 15006 - GUARANTEE 1. THIS CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR AND DEFECTS WHICH MAY DEVELOP IN ANY PART OF THE SYSTEMS CAUSED BY FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT, AND AGREES TO REPLACE ANY SUCH FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT DURING A PERIOD OF 12 MONTHS FROM THE DATE OF FINAL ACCEPTANCE WITHOUT ANY COST TO THE OWNER. ANY EXTENDED WARRANTIES (LONGER THAN 12 MONTHS) FOR EQUIPMENT WILL BE NOTED ON THE SCHEDULES, PLANS OR SPECIFICATIONS. 2. EACH PIECE OF EQUIPMENT FURNISHED BY THE CONTRACTOR SHALL HAVE A 12 MONTH WARRANTY FOR MATERIAL AND LABOR AT STARTS UPON THE DATE OF FINAL ACCEPTANCE AS DESIGNATED BY THE TENANT'S PROJECT MANAGER. ALL COSTS FOR THE WARRANTY (MATERIAL AND LABOR) SHALL BE INCLUDED IN THE ORIGINAL BID. SECTION 15007 - RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN AT THE JOB SITE A SET OF DRAWINGS TO BE USED SPECIFICALLY FOR RECORDING CHANGES FROM THE CONTRACT DOCUMENTS. THE INFORMATION SUCH AS VALVES, DUCT AND PIPE DEVIATIONS SHOULD BE DIMENSIONED FROM EASILY RECOGNIZABLE REFERENCE POINTS INDICATING BOTH HORIZONTAL AND VERTICAL DISTANCES. 2. THE CONTRACTOR SHALL SUBMIT A FINAL SIGNED SET OF AS -BUILT DRAWINGS TO THE TENANTS PROJECT MANAGER AT THE COMPLETION OF THE PROJECT. 3. THE CONTRACTOR SHALL SUBMIT TO THE TENANTS PROJECT MANAGER AT THE END OF THE PROJECT (2) COMPLETE HARD BOUND SET OF CATALOG DATA, MANUFACTURES LITERATURE, DETAIL MANUALS COVERING THE OPERATION AND MAINTENANCE OF ALL EQUIPMENT SPECIFIED. SECTION 15008 - DISCREPANCIES IN DOCUMENTS 1. THE DRAWINGS OF PIPING AND DUCTWORK SYSTEMS SHALL BE INSTALLED SUBSTANTIALLY AS SHOWN ON THE PLANS. THE EXACT POSITION OF EACH AND EVERY PIPE, DUCT, OFFSET AND TRANSITION CANNOT BE GIVEN BY SCALING THE DRAWINGS BUT SHALL IN EVERY CASE BE PLACED SO AS TO AVOID INTERFERENCE WITH OTHER WORK. ALL NECESSARY CHANGES IN THE LOCATION OF PIPE OR DUCTWORK FOR ITS PROPER INSTALLATION AND TO AVOID CONFLICT WITH OTHER TRADES SHALL BE DONE BY THE CONTRACTOR AT NO ADDITIONAL CHARGE. SECTION 15009 DEMOLITION 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR FOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. 3. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. 4. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. 5. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR AND TENANT PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE GENERAL CONTRACTOR AND TENANT. SECTION 15402 MATERIALS B. SECTION 15010 - CUTTING AND PATCHING 1. THIS CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF HIS EQUIPMENT IN THE BUILDING WALLS, PARTITIONS, FLOORS, CEILINGS, ETC., UNLESS OTHERWISE NOTED. ALL CUTTING AND PATCHING SHALL BE SUBJECT TO THE DIRECTION OF THE LANDLORD, ARCHITECT OR ENGINEER. 2. THIS CONTRACTOR SHALL NOT ENDANGER THE STABILITY OF THE STRUCTURE BY CUTTING, DIGGING OR OTHERWISE ALTERING THE STRUCTURE AND SHALL NOT AT ANY TIME CUT OR ALTER WORK OF ANY OTHER CONTRACTOR. 2. PATCHING OF WALLS, FLOORS AND ROOF SHALL BE OF SAME MATERIAL AND WORKMANSHIP OF THE SURROUNDING MATERIAL WITH FINISHED SURFACE APPEARING THE SAME AS THE SURROUNDING AREAS. ALL PATCHING SHALL BE PERFORMED BY WORKMEN SKILLED IN THAT PARTICULAR TRADE. 3. DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR IN A SUITABLE MANNER ACCEPTABLE TO THE LANDLORD AND TENANT'S PROJECT MANAGERS. SECTION 15011 - SLEEVES 1. THIS CONTRACTOR SHALL INSTALL SLEEVES IN CONNECTION WITH ALL PIPES PASSING THROUGH ALL WALLS, PARTITIONS AND FLOORS. SLEEVES SHALL EXTEND THROUGH FULL THICKNESS OF WALLS AND FLOORS AND SHALL BE CUT FLUSH WITH THE FINISHED SURFACES. SLEEVES IN SLABS SHALL BE CUT 2" ABOVE THE FLOOR SURFACE. 2. ALL SLEEVES SHALL BE 22 GAUGE GALVANIZED STEEL MINIMUM FINISHED WITH A SMOOTH EDGE AND PROPERLY SUPPORTED. 3. CORE DRILLING FLOORS AND WALLS MUST BE COORDINATED WITH THE LANDLORD AND THE TENANT'S PROJECT MANAGER. 4. THIS CONTRACTOR SHALL FURNISH AND INSTALL FIRE STOPPING AT ALL PENETRATIONS THRU RATED FLOORS TO MAINTAIN THE FIRE RATING. 3M FIRE BARRIER SYSTEMS, FLAME SAFE FIRE RETARDANT SYSTEMS, DOW CORNING, SPECSEAL OR EQUAL. THE CONTRACTOR MUST PRESENT UL LISTING DATA SHEETS TO THE TENANT'S PROJECT MANAGER AND LANDLORD TO SHOW THAT THE PENETRATIONS MAINTAIN THE FIRE RATING. SECTION 15012 - HANGERS 1. FURNISH AND INSTALL BRACKETS, BRACES OR REINFORCING ANGLES AS REQUIRED FOR ALL PARTITIONS NOT SUFFICIENT IN THEMSELVES TO SUPPORT PLUMBING FIXTURES OR OTHER EQUIPMENT. 2. PIPING SHALL BE SUSPENDED FROM CONSTRUCTION ABOVE WITH ANGLE IRON, CLAMPS, UNISTRUT, OR HANGER RODS. NO PIPING SHALL BE HUNG FROM OTHER PIPING EXISTING OR NEW. CONTRACTOR SHALL COORDINATE WITH LANDLORD CRITERIA AND ALL CODES. 3. ALL PIPES WHICH ARE SPECIFIED TO BE INSULATED SHALL HAVE PREFABRICATED INSULATED METAL SADDLES SIZED FOR THE INSULATION THICKNESS AND CONTINUOUS INSULATION THROUGH THE HANGER. ALL DISSIMILAR METALS MUST BE SEPARATED WITH DIELECTRIC MATERIAL. DIVISION 15400 - PLUMBING THE PLUMBING FIXTURE SCHEDULE IS SHOWN ON PLANS. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURES INSTALLATION INSTRUCTIONS. SANITARY WASTE AND VENT PIPING ALL WASTE DRAINAGE PIPING SERVING CORROSIVE/AICIDIC ENVIRONMENTS INCLUDING BUT NOT LIMITED TO KITCHEN, BAR, SERVICE STATIONS, ETC. SHALL BE CONSTRUCTED OF ACID RESISTANT PIPE AND FITTINGS THAT MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50. ORION PLENUM PLUS OR SIMILAR AS APPROVED BY LANDLORD AND LOCAL AUTHORITY HAVING JURISDICTION. ALL OTHER WASTE, VENT AND DRAIN PIPING SHALL BE SERVICE WEIGHT CAST IRON. NO HUB CONNECTIONS SHALL BE USED ABOVE GROUND. HUB AND SPIGOT CONNECTIONS SHALL BE USED BELOW GRADE. GALVANIZED STEEL VENT PIPING MAY BE USED ABOVE GRADE ON 2" OR SMALLER PIPE. NO PVC PIPING WILL BE ALLOWED. 2. ALL WASTE PIPING LOCATED IN THE CEILING OF TENANT SPACES BELOW SHALL BE INSULATED WITH 1" INSULATION WRAP AND ASJ COVERING FOR SOUND INSULATION. 3. CONDENSATE PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBE. INSULATE CONDENSATE PIPING WITH 1" INSULATION WRAP AND ASJ COVERING. C. GREASE WASTE PIPING 1. ALL GREASE WASTE DRAINAGE PIPING SHALL BE CONSTRUCTED OF ACID RESISTANT PIPE AND FITTINGS THAT MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50. ORION PLENUM PLUS OR SIMILAR AS APPROVED BY LANDLORD AND LOCAL AUTHORITY HAVING JURISDICTION. 2. ALL WASTE PIPING LOCATED IN THE CEILING OF TENANT SPACES BELOW SHALL BE INSULATED WITH 1" INSULATION WRAP AND ASJ COVERING FOR SOUND INSULATION. D. POTABLE WATER PIPING 1. ALL BELOW GRADE PIPING SHALL BE A SINGLE SECTION "K" SOFT COPPER WITH NO JOISTS BELOW GRADE. ALL PIPING CONNECTIONS WITH DISSIMILAR METALS SHALL HAVE DI -ELECTRIC CONNECTIONS. 2. ALL ABOVE GRADE PIPING SHALL BE TYPE 'L' HARD DRAWN COPPER TUBE WITH SWEAT JOINTS. ALL PIPING CONNECTIONS WITH DISSIMILAR METALS SHALL HAVE DI -ELECTRIC CONNECTIONS. E. INSULATE ALL HOT WATER, COLD WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K=0.23 0 75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. OWENS-CORNING OR EQUAL. F. TRUEBRO MODEL 102W WHITE INSULATION KIT SHALL BE INSTALLED ON ALL TRAPS AND SUPPLY LINES BELOW LAVATORIES TO MEET ADA. G. SIOUX CHIEF 650 SERIES ALL STAINLESS STEEL, OR J.R. SMITH HYDROTROLS SHOCK ABSORBERS SHALL BE INSTALLED IN BOTH HOT AND COLD LINES OF PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. SHOCK ABSORBERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURES INSTALLATION INSTRUCTIONS. H. THE CONTRACTOR SHALL PROVIDE BALL VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE FOR SERVICING. CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS WHERE NECESSARY FOR PROPER SERVICING. I. MAXIMUM PIPE SUPPORT SPACING OF 5 FEET. CONTRACTOR SHALL PROVIDE NECESSARY SEISMIC BRACING WHERE REQUIRED BY LANDLORD CRITERIA, CODE AND LOCAL AUTHORITIES. J. THE CONTRACTOR SHALL STERILIZE NEW AND EXISTING WATER SYSTEM AS REQUIRED BY LOCAL CODES. CONTRACTOR SHALL INSTALL ANY ADDITIONAL SERVICE VALVES NEEDED IN ORDER TO ISOLATE SYSTEM FOR STERILIZING THE WATER SYSTEM. K. CONTRACTOR SHALL PROVIDE CHROME PLATED ESCUTCHEONS AT ALL EXPOSED PIPE PENETRATIONS IN FINISHED SPACES. L. FLOOR DRAINS WITH DEEP SEAL TRAPS REQUIRED. INSTALL TRAP PRIMERS IN ALL FLOOR DRAINS. LOCATE CLEAN -OUTS IN WALLS AND FLOORS AS REQUIRED TO MEET LOCAL CODES M. CONTRACTOR SHALL PERFORM ALL PIPING PRESSURE/LEAK TESTS BE AS REQUIRED BY LOCAL CODES. N. ALL ROOF FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. ANY ROOF WORK MUST BE DONE BY THE LANDLORDS APPROVED ROOFING CONTRACTOR IN ORDER TO MAINTAIN THE ROOF WARRANTEE. ALL COSTS FOR ROOF WORK MUST BE INCLUDED IN THE BID. 0. CONTRACTOR SHALL FURNISH AND INSTALL WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR AS REQUIRED BY LOCAL UTILITIES REQUIREMENTS. OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. P. GAS PIPING 1. FURNISH AND INSTALL A FUNCTIONAL GAS PIPING SYSTEM WITH NECESSARY VALVES, FITTINGS, UNIONS, DIRT LEGS, REGULATORS, METERS, ETC. REFER TO PLANS FOR EXACT REQUIREMENTS. 2. GAS PIPE SHALL BE SCHEDULE 40 BLACK STEEL WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2" AND LARGER. 3. PROVIDE A SHUT-OFF VALVE, 6" DIRT LEG, AND UNION AT EACH EQUIPMENT CONNECTION. 4. PROVIDE LANDLORD APPROVED PIPING SUPPORTS EVERY 5 FEET OR AS REQUIRED BY LANDLORD OR LOCAL AUTHORITY HAVING JURISDICTION, WHICHEVER IS MORE STRINGENT. 5. PAINT AND PRIME ALL EXPOSED GAS PIPING ON ROOF & EXTERIOR OF BUILDING WITH RUST -INHIBITING PAINT. COORDINATE COLOR REQUIREMENTS WITH LANDLORD. 6. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. 7. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO BID. INCLUDE INSTALLATION OF VALVES, FITTINGS, UNIONS, DIRT LEGS, REGULATORS, METERS, ETC. COSTS IN BID. SECTION 15401 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH, INSTALL AND TEST ALL NECESSARY MATERIAL FOR A COMPLETE OPERATING PLUMBING SYSTEM. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF THE EXISTING WATER, VENT AND DRAIN LINES TO MAKE CONNECTIONS IN ORDER TO COMPLETE THE WORK AS SHOWN ON THE PLANS. ALL MATERIAL SHALL BE NEW AND SHALL BE INSTALLED FOR PROPER ACCESS FOR SERVINGS. ANY ACCESS PANELS NECESSARY FOR SERVING EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 9 2.010 BF UCE M. CARLSON architocturo + planning £ intorior cosign BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: PLUMBING SPECIFICATIONS REVISIONS: NO: DATE: BY: 0 11.15.2017 PERMIT SET RECEIVED TYO TT KWTLA City Tukwila yy��'�I JAN 2 4 2018 RAf-T-C E N T E R PROJECT NO: 3588.0097 DRAWN BY: P3.0 JMH M. CARLSON ARCHITECT, PI.LC 2017