Loading...
HomeMy WebLinkAboutPermit PG15-0122 - CORNER BAKERY - TENANT IMPROVEMENTCORNER BAKERY 393 STRANDER BLVD PG15-0122 City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov PLUMBING/GAS PIPING PERMIT Parcel No: 2623049064 Permit Number: PG15-0122 Address: 393 STRANDER BLVD Issue Date: 1/12/2016 Permit Expires On: 7/10/2016 Project Name: CORNER BAKERY Owner: Name: REGENCY CENTERS LP Address: PO BOX 790830 C/O PROPERTY TAX DEPT, SAN ANTONIO, IL, 78279 Contact Person: Name: ROBERT CHANDLER Address: 135 LASALLE ST, STE 3100, CHICAGO, IL, 60603 Contractor: Name: SJS MECHANICAL SERVICES LLC Address: 3317 3RD AVE S #100, SEATTLE, WA, 98134 License No: SJSMEMS951KL Lender: Name: Address: DESCRIPTION OF WORK: Phone: (312) 262-2286 Phone: (425) 672-3247 Expiration Date: 5/17/2017 TENANT IMPROVEMENT FOR BAKERY IN EXISTING RESTAURANT SPACE INCLUDES INSTALLATION OF A 1/2"WATTS 009 RPPA FOR THE CARBONATED BEVERAGE MACHINE. Valuation of Work: $56,000.00 Fees Collected: $1,011.02 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signature: ( W Date: I`V I I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: Print N e: 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 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: ***PUBLIC WORKS PERMIT CONDITIONS*** 16: RPPA installation for the carbonated machine requires a separate Public Works Inspection. Please notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of RPPA installation at least 24 hours in advance. Upon installation the RPPA shall be tested by a certified tester and copy of passing backflow test report shall be given to the Public Works Inspector. Thereafter, annual tests shall be performed at owner's expense, and copies of test results shall be submitted to the Tukwila Water Department, 600 Minkler Blvd, Tukwila, WA 98188, fax: 206 575-3404. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukN�,ilaWA.gov Plumbing/Gas Permit No. PG15.0122 Project No. Date Application Accepted: 1019115 Date Application Expires: 419116 (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 King Co Assessor's Tax No.: 2623049064 Site Address: 393 Strander Blvd. Suite Number: A Floor: Tenant Name: Corner Bakery Cafe New Tenant: .....Yes [—]..No PROPERTY OWNER Name: Regency Centers Address: 5355 SW Meadow Rd., Suite 295 City: Lake Oswego State: OR Zip: 97503 CONTACT PERSON — person receiving all project communication Name: Rob Chandler - Stantec Architecture Address: 135 S LaSalle St, Suite 3100 City: Chicago State: IL Zip: 60603 Phone: (312) 262-2286 Fax: (312) 262-2301 Email: Robert.ChandIer@stantec.com Valuation of Project (contractor's bid price): $ 56,000 PLUMBING CONTRACTOR INFORMATION Company Name: tbd Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Scope of Work (please provide detailed information): Tenant improvement for proposed restaurant at the end cap unit in an existing single story strip mall. Previous tenant was Zoopas and space has been re -demised. Building Use (per Int'l Building Code): Restaurant Occupancy (per ]nt'l Building Code): A-2 Utility Purveyor: Water: City of Tukwila Sewer: Tukwila Sewer WApplicationsTorm -Applications On Line\2011 Applications\Plumbing Permit Application Revised 8.9.1 I.docx Revised: August 2011 bh Pagel 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 9 Rain water system - per _ drain (inside building) Grease interceptor for 1 commercial kitchen (>750 gallon capacity) Each additional medical _ gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in % lawn sprinkler backflow protections (1-5 Fixture Type Qty Bidet Drinking fountain or water _ cooler(per head Lavatory 2 Urinal I Water heater and/or vent I Repair or alteration of - water piping and/or water treatment equipment Backflow protective device other than atmospheric- I type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in - lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, _ domestic Food -waste grinder, _ commercial Wash fountain Water closet 3 Industrial waste treatment interceptor, - including trap and vent, except for kitchen type ease interceptors Repair or alteration of _ drainage or vent piping Backflow protective device other than - atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets 9 Fixture Type Qty Dental unit, cuspidor _ Floor drain 8 Receptor, indirect waste 9 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 as Each lawn sprinkler _ system on any one meter including backflow protection devices 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 OW-NE"It A&*HQRIZED AGENT: Date: 10/ 16/2015 Print Name: Rob Chandler (Authorized Agent) Day Telephone: (312) 262-2286 Mailing Address: 135 S LaSalle St, Ste 3100 Chicago IL 60603 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,011.02 PG15-0122 Address: 393 STRANDER BLVD Apn: 2623049064 $1,011.02 GAS $191.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $121.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $38.38 PLUMBING $780.25 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $591.70 PLAN CHECK FEE R000.322.103.00.00 0.00 $156.05 TECHNOLOGY FEE $38.89 TECHNOLOGY FEE TOTAL•1 R000.322.900.04.00 0.00 $38.89 $1,011.02 Date Paid: Tuesday, January 12, 2016 Paid By: SJS MECHANICAL Pay Method: CHECK 15353 Printed: Tuesday, January 12, 2016 11:04 AM 1 of 1 (r?"IVI SYSTEMS INSPECTION RECORD [:p:, Retain a copy with permit INS ON N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 oject: PrCe Typgpf Insp@ct� n: � Address: J��✓ Date Called: Special Instructions: Date Wanted: a.m. p.m. Request r: Co Phone No: 40 Inspector: Date: v I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ki 7 INSPECTION RECORD INSPECTION N0. Retain a copy With permit ERM'�N O. 7�-z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (2.06) 438-9350 - Pro' ct: Typ Inspection: ` 6 IULAc Address: Date Called: j6,1 Special Instructions: Date Wanted— a.m. Requester: oL.)'f / Phone No: Approved per applicable codes. Corrections required prior to approval. AMMM rr .� r C r IInspector: -i IDate: %_ / q „46 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat[ to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN ION N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspe tivn. Ad ress-. Al Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Inspector: y jr--, / IUatej 1 _I Lj ✓ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 2 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 Pro'ect: ��r 6� P- Typ� f Inspectio : rr �( Address: s Aid Date Called: Special Instructions: Date Wanted: `a.m. ` (7 — W6 p.m. Requester: Phone No: Approved per applicable codes. wCorrections required prior to approval. COMMENTS: ( a REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M / INSPECTION RECORD t� Retain a copy with permit (�IS'Or �iTi SPECTION NO. PERMIT NO. CITY OF TUKWIL.A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr , ct: nv A -er Type of Inspection: Addr ss: r ' 3J `� Date Called: Special Instructions: Date Wanted a.m. p.m. Reques er: Phone No: ElApproved per applicable codes. 1 Corrections required prior to approval. COMMENTS: —(JA 0(d o (/ 4 of t I W?A- .. 11-1,6 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 I IJ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd..; #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206. 438-9350 ®4 Type of Ins ect{on: c �� Addr ss �l w g(vi/ Date Called: Special Instructions:( . l i ®8 4 P Date Wanted: a.m. ' Requester:: Phone No: 'Inspector: ate:�_.r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 7i INSPECTION RECORD Retain a copy with permit �G1 S� Izz INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: t o:-Xu- j .,C Typ of Ins ctiq Map - V-'a S ss: 5 t�_d Add�tom ' �- Date CalI: Special Instructions: Date 1�+anted: a.m. L �( p�Requester: Phone No: Inspector: Date: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat[ to schedule reinspection. Z INSPECTION RECORD ���� Retain a copy with permit INS 10N 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 Prc1pe' Ptep!r Typ�3f lns e(c—T- YI� - yV Address: 3g 3 f y."'cIP(tr I; (vd Date Z aI d: Special Instructions: Date W��3!,nted- a.m. /r=Y—(�j p.m. 1 Requester: Phone No: 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 1722 Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit. Inspection Request Line (206) 438-9350 Project Type of Insp n: � ku'u�r Address: tr ate Calle Specia nstructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. -t. Job Name Contractor f �� Job Location Approval Engineer Contractor's P.O. No. Tl:fwa, Approval Representative T, e r 1 e s 0'kU'0% - wo" h Reduced Pressure Zone Assemblies Sizes: t/4" - 2" DEC 0 8 1015 'ERNT CENTER Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series is designed to protect drinking water supplies from dangerous cross -connections in accordance with national plumbing codes and water authority requirements for non -potable service appli- cations such as irrigation, fireline, or industrial processing. This series features two in -line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy main- tenance and assembly access. Sizes'/4" - 1" 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 i a VWD FOR • Replaceable seats for economic I� 14IMIPLI�►NCE • Bronze body construction ford a IE • Ball valve test cocks — screwdriver slotted MOVED • Large body passages provides I w pressN���iMI D 20�6 • Compact, space saving design J j��JJ UU • No special tools required for se icing Specifications �,,Aft-wc yof Tultwii A Reduced Pressure Zone Asse potential health hazard location to backsiphonage and/or backpressure. The —assembly snail consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access bronze cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fit- ting. The assembly shall meet the requirements of: LISC; ASSE Std. 1013; AWWA Std. C511-92; CSA B64.4. Shall be a Watts Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. =I= y 0 As , Test Cock No. 3 — Ball Type Test Cocks Test Cock No.2 First Check Module Assembly R.P. Zone Relief Valve Assembly 009QT-S 009M2QT ;ock No. 4 Second Check Module Assembly later Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. Inquire with governing authoritiebACK pt�iiq�r�� requirements PPii [[�� �d pp ii��JJ JR# _...L.-._._._ Watts product specifications in U.S. customary units and metric are approbmate 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. M 15,0 01OZ2, Available Models:'/4" - 2" Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360' rotation 3/4" - 2" only PC - internal Polymer Coating SH - stainless steel ball valve handles HC - 2'/2" inlet/outlet fire hydrant fitting (2" valve) Prefix: C - clean and check strainer 3/4" - 1" only U - union connections (see ES-0009) Materials: 1/4" - 2" Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U ('/2" - 2"), Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Pressure / Temperature Series 0091/4" - 2" Suitable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F - 180°F (0.5°C - 75°C). Standards USC ASSE No. 1013 AWWA C511-92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. UL Classified 3/4" - 2" (LF models only except 009M3LF) MODEL DRAIN OUTLET for 909, 009 and 993 sizes A B - r in. mm in. mm in, mm lbs. kgs. 909AGA '/a"—'/z" 009, '/z 13 2% 60 - 3Ys - 79 0.625 .. 0.28 3/" 009M2/M3 909AGC 3/a"-1" 009/909, 1 25 3Ya 83 4'/e 124 1.5 0.68 1 "-1 Yz" 0091V12 909AGF 1'/4"-2" 0091V11, 2 51 4% 111 63/4 171 3.25 1.47 1'/ "-3" 009/909, 2" 009M2 4" —6" 993 909AGK ` 3 Q.'4 j 4"-6" 909, i .0 8" i V 9091111 3 76 63/e 162 91/8 244 6.25 2.83 909AGM 8"-10" 909 4 102 7% 187 11'/ 286 15.5 7.03 909ELA /"— " 009 %".009M2/M3 — — — — — — — — 909ELC 3/"A11009/909 — — 2% 60 23% 60 0.38 0.17 * 909ELF 1'/4"-2" 009M1, — — 31/8 92 35/e 92 2 0.91 1'/4"-2" 009/909, 2" 009M2 4"-6" 993 * 909ELH 2'/2"-3" 009/909 — — — — — — — — Vertical * Epoxy coated 46 i Capacity Performance as established by an independent testing laboratory.*Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi %" 009QT kPa psi 1 V4'*009M2QT 138 20 172 25 117 17 138 20 96 14 103 15 76 1 69 10 --0112 55 8 35 5 35 5 [.4- Ap 0 .25 .60 .75 1 1.17 gpm 0 0 0 .95 1.9 2.9 3.8 4.5 Ipm AP 0 10 20 30 40 50 60 70 80 gpm 0 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi U 0090T kPa psi 1'*"009M2QT 138 20 207 30 117 17 172 25 96 14 138 20 76 11 103 15 55 8 69 10 35 5 35 5 AP 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm 0 0 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm Ap 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi �hn 009QT 172 25 207 172 138 20 13388 103 15 103 69 10 69 35 5 35 0 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 3%" 009M30T 0 0 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP07.6 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps kPa psi * 1 " 009M2QT 207 30 172 25 1,00 138 20 103 15 69 10 35 5 0 0 0 5 10 20 30 40 50 60 70 80 gpm AP 0 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps A Watts Water Technologies Company psi 30 25 20 15 10 5 2"009M2QT MMMM MM Mmmi i i 60 :i 00 120 ` i 76 152 228 304 380 456 MfM9GP 140 160 180 200 gpm 532 608 684 760 Ipm 15 fps 4.6 mps USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca ES-009 1318 © 2013 Watts Dimensions and Weight: 1/4" - 2" 009 0091/4" - 2" SIZE DIMENSIONS (APPROX.) STRAINER DIMENSIONS WEIGHT in. A in. mm in. B mm in. C mm D in. mm L in. mm M in. mm in. N mm lbs. kgs. ''A 10 250 4% 117 3% 86 1'/4 32 5'/2 140 2% 60 2'/2 64 5 2 le_ ___10 _ 250 45/s - 117 31e 86 1'/4 32 5'/2 140 2% 60 21/2 64 5 2 1/210 250 45/s 117 33/a 86 1'A 32 5'/2 140 23/4 70 21/4 57 5 2 3/4 103/4 273 5 127 31/2 89 1'/2 38 63/4 171 33/6 81 23/4 70 6 3 1 14'/2 368 5'/2 140 3 76 21/2 64 91/2 241 33/4 95 1 3 76 12 5 1'A 17% 441 6 150 31/2 89 21/2 64 11% 289 4'/6 113 T/2 89 15 6 1'/2 177/a 454 6 150 31/2 89 2'/2 64 11'/a 283 47/8 124 4 102 16 7 2 1 21 % 543 73/4 197 4 /2 114 31/4 83 131/2 343 515/ia 151 5 127 30 13 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25" Wmlff�Mmldrl C FWj Engineers, lnc. November 20, 2015 Stantec, Inc. 135 S. LaSalle Street, Suite 3100 Chicago, Illinois 60603 Attn: Rob Chandler Re: Corner Bakery Cafe 393 Strander Boulevard Tukwila, Washington WCW #15153.00 CORRECTION LTR# 760 Creel Drive Wood Dale, Illinois 60191 Tel: 630/595-8800 Fax: 630/595-8818 www.WCWengineers.com DEC 0 8 2015 PERMIT CENTER Dear Rob: Our response to the City of Tukwila Plumbing/Gas Piping review comments, dated 10/23/15, is as follows. BUILDING: Comment: Show on the plan carbonated beverage machines or dispensers with two independent check valve backflow preventer with a vent to the atmosphere. Show where located on the plan. (UPC Table 603.2) Response: See sheet P111, note 34 has been added to directly call out for an approved backflow preventer is provided on the beverage machine. An ASSE 1022 approved device has also been added to the plumbing water connection schedule on sheet P111. PLUMBING: Comment 1: Sheet P101 - add "REFER TO PUBLIC WORKS PERMIT PW15-01 15 FOR INSTALLATION OF THE OUTSIDE GREASE INTERCEPTOR" Response 1: See sheet P101, this comment has been added. Comment 2: Sheet P201 - SANITARY SEWER TABLE calls for Grease Trap (GT-1), however GT- 1 was not shown on the plan. Provide a call out for Grease Trap location, specify size/manufacturer/model number. Submit Grease Trap cut sheet; circle model to be installed. Response 2: See sheet P201, the landlord provided grease trap specification has been inserted onto sheet. Grease trap is being installed by the landlord at the rear of space. The approximate location of 1,000 gallon capacity interceptor is shown on sheet P101. Comment 3: The 2nd page of your plumbing permit application calls for one (1) backflow preventive device 2" or smaller. Provide a call out on your plan where this backflow is going to be installed and what it will be protecting. Specify size/manufacturer/model number of the backflow on plan and provide backflow cut sheet; circle model to be installed. Response 3: See sheet P111, plan note 7. 112" water is being supplied to the carbonator and will be protected by RPZ WATTS model #009-QT-S. Attached is cutsheet of this device. Please contact our office if Respectfully, q,OV WASIO� WC Engin ers I c. ti� a c 1 osf eph G. Thomas -6 x`ze Principal °A� 3719 HA15153\Doc\15153_Itr01.docx �'� ��T E"XPI—RE s ro/sl7 or if you require any additional information. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 23, 2015 ROBERT CHANDLER 135 LASALLE ST, STE 3100 CHICAGO, IL 60603 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG15-0122 CORNER BAKERY - 393 STRANDER BLVD Dear ROBERT CHANDLER, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Show on the plan carbonated beverage machines or dispensers with two independent check valve backflow preventer with a vent to the atmosphere. Show where located on the plan. (UPC Table 603.2) PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) Sheet P101 - add "REFER TO PUBLIC WORKS PERMIT PW15-0115 FOR INSTALLATION OF THE OUTSIDE GREASE INTERCEPTOR" 2) Sheet P201 - SANITARY SEWER TABLE calls for Grease Trap (GT-1), however GT-1 was not shown on the plan. Provide a call lout for Grease Trap location, specify size/manufacturer/model number. Submit Grease Trap cut sheet; circle model to be installed. 3) The 2nd page of your plumbing permit application calls for one (1) backflow preventive device 2" or smaller. Provide a call out on your plan where this backflow is going to be installed and what it will be protecting. Specify size/manufacturer/model number of the backflow on plan and provide backflow cut sheet; circle model to be installed. 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. 6300 Snuthrvntar Rnulvvnrd ,StjitP #100 • Tukwiln Wn.chinotnn OR1RR • Phnno ?nK-431-3670 a Far )n6-d�l_2AAs 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. PG15-0122 6300 SouthcenterBoulevard Suite #100 • Tukwila Washington. 98188 • Phone 206-431-3670 • For 206-437-g665 ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0122 DATE: 12/15/15 PROJECT NAME: CORNER BAKERY SITE ADDRESS: 393 STRANDER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS:: AT � V I7Zi-lvls- Building Division Fire Prevention ❑ Planning Division ❑ 4.4� AV Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 12/15/15 Not Applicable ❑ Structural Review Required ❑ (no approval review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/12/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in. Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I2/I8/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0122 DATE: 10/20/15 PROJECT NAME: CORNER BAKERY SITE ADDRESS: 393 STRANDER BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AS eotr 21-11% Building Division 'As Cowiz LU) J Public Works Im PRELIMINARY REVIEW: Not Applicable ❑ (no approvallreview required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in. Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator F DATE: 10/20/15 Structural Review Required ❑ DATE: DUE DATE: 11/17/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW rg-` Staff Initials: Wk 12/18@013 City of Tukwila Department of Community Development —J 6300 Southcenter Boulevard, Suite # 100 tom= Tukwila, Washington 98188 .., _ Phone: 206-431-3670 1908 Fax: 206-431-3665 Web site: ht1p:11www.ci.tukwi1a.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through llte mail, fax, etc. Date: 11-20-2015 Plan Check/PermitNumber: PG15-0122 ❑ 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: Corner Bakery Project Address: 393 Strander Blvd Contact Person: Robert Chandler Phone Number: (312) 262- 2286 Summary of Revision: Please see attached response letter and cut sheet. ASCENM CITV 09 TIJK"LA DEC 0 8 2015 Sheet Number(s): P101 P111 P201 "Cloud" or highlight all areas of revision including date of revision (changes are clouded and tagged delta 1) Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on applications\forms-applications on lineVevision submittal Created: 8-13-2004 Del I;".,I- SJS MECHANICAL SERVICES L7 r Page I of 3 Horne trio ell 1!ispaiiol COrrt@ICt Safety Washington State Department of Labor & Industries SJS MECHANICAL SERVICES LLC [Search L&I Iga} A -'!.Index Help My Secure 1,10 Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 3317 3rd Ave S, #100 SEATTLE, WA98134 Principals p 206-763-0334 JOHNSON, STEVEN P, PARTNER/MEMBER KING County SMITH, BRENTALAN, PARTNER/MEMBER SCODELLER, TERRY R, PARTNER/MEMBER (End: 04/16/2015) Doing business as SJS MECHANICAL SERVICES LLC WA UBI No. Business type 602 478 200 Limited Liability Company 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. SJSMEMS951 KL Effective — expiration 05/13/2005— 05/17/2017 Bond ................ DEVELOPERS SURETY & INDEM CO $6,000.00 Bond account no. 575020C Received by L&I Effective date 05/13/2005 05/12/2005 Expiration date Until Canceled Insurance .............................. West American Ins Co $1,000,000.00 Policy no. BKA53475190 Received by L&I Effective date 04/09/2015 05/06/2011 Expiration date 05/06/2016 Insurance history Savings ...................... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. https:Hsecure.lnima.gov/verify/Detail.aspx?UBI=602478200&LIC=SJSMEMS951KL&SAW= 01/12/2016 N N 0 N 0 O ; 0 Lii z 0 z PLUMBING SYMBOLS AND GENERAL NOTES PIPING SYMBOLS ALL PIPING TYPES N CESSARILYUSEDONTHEDRAWINGS VALVE SYMBOLS ALL SYMBOLS SHOWN ARE NOT USED O THE DRAWINGS PLUMBING GENERAL NOTES ECESSARILYUSEEDONATHEDRAWINGS NECESSARILY LINE LINE LINE SYMBOL DESCRIPTION 1. REFER TO SPECIFICATIONS FOR MATERIALS AND METHODS FOR CONSTRUCTION. WELDED FLANGED HIC S DUAL TEMPERATURE SUPPLY(HOT OR CHILLED) WC R DUAL TEMPERATURE REfURN(HOT OR CHILLED) —DQ— GATE VALVE 2. PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITIONS, REVISIONS, AMENDMENTS OR SUPPLEMENTS OF APPLICABLE STATUTES, C a PIPE DOWN NPHWS - NON -POTABLE HOT WATER SUPPLY non GLOBE VALVE ORDINANCES, CODES OR REGULATIONS OF FEDERAL, STATE AND LOCAL AUTHORITIES HAVING JURIDICTION IN EFFECT ON THE DATE NPHWR - NON -POTABLE HOT WATER RETURN CTWS COOLING TOWER WATER SUPPLY -� �f - BUTTERFLY VALVE 1 LEVER (HANDLE) PLUMBING PACKAGE IS ISSUED. 3. WHERE APPROVED STANDARDS HAVE BEEN ESTABLISHED BY OSHA, UNDERWRITER'S LABORATORY, AMERICAN CODES, ASA, ASHRAE, ® PIPE UP CTWR COOLING TOWER WATER RETURN ARI, NEC, FM, STATE FIRE INSURANCE REGULATORY BODY, NFPA OR OTHERS, THESE STANDARDS SHALL BE FOLLOWED WHETHER OR NPW NON POTABLE WATER BALL VALVE NOT INDICATED ON DRAWINGS AND IN SPECIFICATIONS. Ill�v�-Ill TEE UP SS SANITARY SEWER LINE GW GREASEIKITCHEN WASTE LINE -�{ j�-- CHECK VALVE 4. ARRANGE WITH AUTHORITIES AND UTILITY COMPANIES FOR PERMITS, FEES, AND SERVICE CONNECTIONS. VERIFY LOCATIONS AND -----V ----- SANITARY VENT LINE -'i.- SPRING LOADED, CHECK VALVE ARRANGEMENTS AND PAY ALL CHARGES, INCLUDING INSPECTIONS. e TEE DOWN CW COLD WATER SUPPLY HW HOT WATER SUPPLY (140°F) ----- HWR----- HOT WATER RECIRCULATION LINE NATURAL GAS STOP CHECK VALVE 3-WAY VALVE 5. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE FOR PLUMBING FIXTURE INFORMATION. 6. INSTALL PIPING TO PROVIDE THE MAXIMUM POSSIBLE CLEAR HEIGHT UNDERNEATH UNLESS OTHERWISE NOTED. ELBOW EJ G SD STORM DRAIN SAFETY OR RELIEF VALVE 7. THE ENTIRE SYSTEM AND ITS COMPONENT EQUIPMENT SHALL OPERATE WITHOUT OBJECTIONAL VIBRATION OR NOISE. (� ❑ BLIND FLANGE OSD OVERFLOW STORM DRAIN ANGLE GLOBE, VALVE 8. PIPE ROUTING ON THESE DRAWINGS IS SHOWN WITH AN EXAGGERATED SPACING FOR CLARITY. ACTUAL PLACEMENT OF PIPING SHALL CD CONDENSATE DRAINAGE DIS DE -IONIZED WATER SUPPLY BE COORDINATED WITH OTHER TRADES TO AVOID SENSITIVE EQUIPMENT SUCH AS LIGHT FIXTURES AND OTHER OBSTACLES. cl TEE DIR DE -IONIZED WATER RETURN r " NEEDLE VALVE 9. ALL DRAINAGE PIPING TOR SMALLER SHALL BE SLOPED AT 1/4" PER FOOT. ALL DRAINAGE PIPING 4" OR LARGER SHALL BE SLOPED AT 118" PER FOOT. CR GRAVITY CONDENSATE RETURN y' D DRAIN LINE GAS VALVE 10. ALL DRAINAGE PIPING BRANCH LINES SHALL DROP TO THE SAME ELEVATION AS THE DRAINAGE MAIN LINE UTILIZING A MAXIMUM SLOPE - ❑ REDUCER (CONCENTRIC) A COMPRESSED AIR VAC VACUUM OF 45 DEGREES. fOS FUEL OIL SUPPLY FOR FUEL OIL RETURN MU MAKE-UP WATER PRESSURE REDUCING REGULATOR DIFFERENTIAL PRESSURE REDUCING REGULATOR 11. COORDINATE ALL SLAB PENETRATIONS AND SLEEVES PRIOR TO EACH CONCRETE POUR. 12. COORDINATE THE EXACT LOCATION OF FLOOR DRAINS WITH THE ARCHITECTURAL DRAWINGS, KITCHEN DRAWINGS AND MECHANICAL �- REDUCER (ECCENTRIC) EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. RD REFRIGERANT HOT GAS LINE RS REFRIGERANT SUCTION LINE RL REFRIGERANT LIQUID LINE PRESSURE REGULATOR LOCK SHIELD MANUAL VALVE 13. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE WITH ACCESS COVERS INSTALLED FLUSH TO FINISHED SURFACE. LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF LINSEED OIL AND GRAPHITE. ENSURE CLEARANCE AT CLEANOUT FOR -p - PIPE SUPPORT RLR REFRIGERANT LIQUID OVERFLOW RETURN AAA - - EXISTING PIPE, "AAA" DENOTES TYPE HAND WHEEL VALVE, NON -RISING STEM RODDING OF DRAINAGE SYSTEM, 14. CONTRACTOR TO FURNISH AND INSTALL ALL METERS OR SUBMEfERS FOR SYSTEMS REQUIRED FOR THIS PROJECT, INCLUDING ❑ I❑I FLEX CONNECTION �L AAA INDICATE EXISTING PIPE TO BE REMOVED, AAA DENOTES TYPE GS GLYCOL SUPPLY GR GLYCOL RETURN HAND WHEEL VALVE, RISING STEM MULTI -PURPOSE VALVE (SHUTOFF, BALANCING, CHECK) NATURAL GAS AND DOMESTIC WATER PROVIDE ISOLATION VALVE TO ACCOMMODATE METER SERVICE. 15. SLOPE PIPING TO PERMIT DRAINAGE. PROVIDE DRAIN VALVES AT LOW POINTS AND MANUAL AIR VENTS AT HIGH POINTS. COORDINATE DRAIN VALVE LOCATIONS WITH FLOOR DRAINS OR JANITOR SINKS INDICATED ON THESE DRAWINGS. -❑- I �I WSW EXPANSION JOINT FW FILTERED WATER 16. PROVIDE ESCUTCHEONS SECURED IN PLACE FOR PIPING ENTERING FLOORS, WALLS, AND CEILINGS IN EXPOSED SPACES. F �I III WYE STRAINER WITH BLOWDOWN TW TEMPERED WATER (110°F) - FLOW MEASURING &BALANCING VALVE } 17. BOOSTER PUMPS (WHERE PROVIDED) SHALL BE INSTALLED WITH BY-PASS PIPING, VALVE NORMALLY CLOSED, FOR USE DURING }� ANGLE, MULTI -PURPOSE VALVE (SHUTOFF, BALANCING, CHECK) BOOSTER PUMP SERVICING. � ��� �❑� SINGLE BASKET STRAINER WITH BLOWDOWN VALVE ANGLE STOP & CHECK VALVE 18. EACH TRADE SHALL COORDINATE THE ROUTING AND INSTALLATION OF HIS WORK WITH THAT OF ALL OTHER TRADES THROUGH THE GENERAL CONTRACTOR. IN ANY INSTANCES OF CONFLICT, SYSTEMS REQUIRING "GRADE" OR "SLOPE" FOR DRAINAGE (ROOF DRAINAGE, DOUBLE BASKET STRAINER WITH BLOWDOWN VALVE PLUG VALVE SANITARY SEWER, SANITARY VENT, EQUIPMENT DRAINS, ETC.) SHALL HAVE PRIORITY. �- FG-1 PINCH VALVE GEAR OPERATED MANUAL VALVE 19. CONTRACTOR SHALL ARRANGE FOR REQUIRED CHASES, SLOTS AND OPENINGS, CONTRACTOR IS LIABLE FOR CUTTING OR PATCHING MADE NECESSARY BY HIS FAILURE TO MAKE PROPER ARRANGEMENTS IN THIS RESPECT. ANGLE BASKET STRAINER WITH BLOWDOWN VALVE 20. DO NOT CUT STRUCTURAL MEMBERS WITHOUT THE APPROVAL OF THE ARCHITECT, AND ALL SUCH CUTTING SHALL BE DONE IN A MANNER DIRECTED BY HIM. °_lam PIPE SLOPE FOOT VALVE 21. PURGE WATER LINES PRIOR TO EQUIPMENT CONNECTION. ABBREVIATIONS QUICK OPENING VALVE 22. PRIOR TO BUILDING TURNOVER, THE DOMESTIC WATER SUPPLY SYSTEM SHALL BE PURGED OF DELETERIOUS MATERIAL AND - 0 EXIST. FLOW ARROW HW HOT WATER (140°F) —. — QUICK CLOSING VALVE DISINFECTED. DISINFECTION SHALL BE DONE IN ACCORDANCE WITH THE LOCAL HEALTH CODE, PLUMBING CODE OR IN ACCORDANCE CW COLD WATER TW TEMPERED WATER (110°F) HOSE BIBB VALVE WITH AWWA C651 OR AWWA C652. —1 NEW PIPING FLOW ARROW DR DRAIN AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR GLOBE VALVE ACTUATOR WITH CAPILLARY TUBE & BULB E- CAP FD FLOOR DRAIN --(�— REFRIGERANT THERMOSTATIC EXPANSION FFD FUNNEL FLOOR DRAIN FS FLOOR SINK VALVE �— AUTOMATIC AIR VENT EL ELEVATION ABOVE FINISHED FLOOR REFRIGERANT LIQUID DRAIN VALVE VTR VTR FCO FLOOR CLEAN OUT MANUAL AIR VENT WCO WALL CLEAN OUT REFRIGERANT LOWSIDE FLOAT VALVE TP TRAP PRIMER CFH CUBIC FEET PER HOUR NAME GENERAL SYMBOL FOR SPECIAL VALVES -III- UNION, SCREWED SPECIAL VALVE WITH TAG # UNION, FLANGED RPZBP DCBFP REDUCED PRESSURE ZONE BACKFLOW PREVENTER DOUBLE CHECK BACKFLOW PREVENTER - �— PIPE ANCHOR FL FLOW REGULATOR & FLOW LIMITING VALVE 1 0 FLOOR DRAIN MISCCLLANEOUS DWG SYMBOLS ® FLOOR SINK lelh POINT OF NEW CONNECTION TO EXISTING PIPING Y FUNNEL DRAIN O— DRAWING KEYED NOTE REFERENCE ��— AIR SEPARATOR PSD PUMP SUCTION DIFFUSER RISER DEGINATION,'? DENOTES WASTEIVENT OR WASTEIVENTMATER, D "RD" DENOTES RAINWATER AND/OR OVERFLOW CONDUCTOR, "AW" DENOTES ACID WASTEIVENT po ROOF DRAIN DRAWING AND DETAIL REFERENCE pQ OVERFLOW DRAIN —D DOWNSPOUT NOZZLE '— ���'�� REFER TO hanical F)%Electricaf METER DETAIL NUMBER n bfng RE: 4/ 02-201Piping SHOCKARRESTOR �SHEETNUMBER CRY of TukvAla MILUING DIVISION FILE CO�7- Pernmit No. - % Do, - Plan 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 Cop 7/x s is acknowledged: By: _. ate: City of Tukwila BUILDING DIVISION _ ���lR7tV1�1L'3 No �tanlges shad be made to the scope of work without prior approval of Tukwila Building Division. KOTE: Revi3icns will require a new plan submittal end may in:, ude addinora-i plan rew.,stku fas-S C 0 U m O 6 U -00 N 0 :, j c Z 0 � 0 U H O C 6 N U CLP O H Qa S Q o �Q `a U c D L 0 m� o o 0 0 p0 a - o ca U — -0 'ef o N o i iu 3 U a > o o m i 6 U 0 o a s Q Q U U o U p c °°.Ea N 0 j o O) -0) C: 0 2 8- co S 0 U j .— V.)° SZ ) 0 W�ffw Engineers, Inc. 760 Creel Drive Wood Dale, IL 60191 Tel. 630/595-8800 Fax 630/595-8818 www.WCWengineers.com W, 0') N W W W LL O Q U O •�I;�m 'ale x satg N ,I Di Y5✓"/0i'2015 A NAL Expiration Date W REWEVVED FOR W COr E COMPLIANCE D APPROVED ( f) AN 0 5 2016 U) LO City of Tukwila V_ BUILDING DIVISION C) " i'l''i OF T U F W I LA QD OCT 0 9 2015 O PERMIT CENTER � DRAWN BY: CHECKED BY: CW ISK PROJECT NUMBER 2007855013 SHEET NUMBER ww zC= Z LLJ i� N 0_ d v C z m h N 0-10-01 yPool Symbols & General DATE OF THIS PRINTING - Oct 08, 2015 3" COTG I mw E L0 M 0 CV C N O Z Gj 0 Z o_ /_0`1 GW� b 2" VENT UP —SAN (ETR)— --� LANDLORD PROVIDED 1,000 GALLON EXTERIOR GREASE INTERCEPTOR LOCATED IN THIS AREA. LOCATION IS APPROX. 30 FEET OFF DEMISING WALL. FIELD VERIFY LANDLORD PROVIDE STUB LOCATION. MAKE CONNECTIONS AS REQUIRED. NOTIFY ARCHITECT/ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES. 1 PLAN NOTE THE PRESENCE, LOCATION, AND ARRANGEMENT OF THE EXISTING 4" SANITARY SEWER PIPING AND 4' GREASE WASTE PIPING IS BASED ON INFORMATION PROVIDED BY THE LANDLORD AND HAS NOT BEEN FIELD VERIFIED. CONTRACTOR SHALL VERIFY ACTUAL FIELD CONDITIONS PRIOR TO COMMENCING ANY CONSTRUCTION OR DEMOLITION AND REPORT ANY VARIATIONS WHICH WILL IMPACT THE PROJECT SCOPE AS SHOWN TO THE PROJECT MANAGER. NOTES BY SYMBOL Q 1. CONNECT NEW 4" SANITARY SEWER PIPING TO EXISTING SEWER PIPING ON -SITE. VERIFY EXACT SIZE, LOCATION AND DEPTH OF EXISTING PIPING ON SITE. 2. CONNECT TO LANDLORD PROVIDED 3" GREASE WASTE PIPE ROUTED TO LANDLORD PROVIDED EXTERIOR GREASE INTERCEPTOR. FIELD VERIFY EXISTING LOCATION, SIZE AND DEPTH OF PIPE ON SITE. UNDER SLAB DRAIN SCHEDULE ITEM SIZE CONN LOCATION SERVICE REMARKS FS 3" FLOOR FLOOR FOODSERVICE EQUIPMENT 12" SQ. FLOOR SINKWITH HALF GRATE SET FLUSH WITH FLOOR - PLUMBER TO RUN INDIRECT WASTES FROM EQUIPMENT SINK TO DRAIN IN FLOOR AS REQ'D. FS1 3" FLOOR FLOOR FOODSERVICE EQUIPMENT 12" SQ. (CAST IRON) FLOOR SINKWITH HALF GRATE SET FLUSH WITH FLOOR- PLUMBER TO RUN INDIRECT WASTES SINK FROM EQUIPMENT TO DRAIN IN FLOOR AS REQ'D. FLOOR FLOOR DRAIN SET 1/2' B.F.F. - PLUMBER TO RUN INDIRECT WASTES FROM EQUIPMENT TO DRAIN IN FLOOR AS REQ'D. OR FD 3" DRAIN FLOOR AREA CLEANUP IS TO BE USED FOR GENERAL CLEAN-UP (SEE FD DETAIL THIS SHEET) FUNNEL FLOOR DRAIN SET 1/2" B.F.F. - PLUMBER TO RUN DIRECT WASTES FROM EQUIPMENT TO DRAIN IN FLOOR AS REQ'D. OR IS FFD 3" FLOOR FLOOR INDIRECT WASTE I CONDENSATE TO BE USED FOR GENERAL CLEAN-UP (SEE FD DETAIL THIS SHEET) DRAIN MD 2" MOP SINK FLOOR MOP SINK BY KES DRAIN GENERAL NOTES A. EXISTING CONDITIONS ARE BASED ON "AS -BUILT" DRAWINGS PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. B. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR SERVICE, PROVIDE ALL REQUIRED FEES AND APPURTENANCES, AND COORDINATE SERVICE WITH UTILITY COMPANIES. C. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SAW CUTTING, EXCAVATION, BACKFILL AND COMPACTION SUCH THAT REPLACEMENT MATERIALS INCLUDING BUT NOT LIMITED TO CONCRETE, ASPHALT, LANDSCAPE AND IRRIGATION SHALL MATCH EXISTING. D. SAW CUTS SHALL BE MADE CLEANLY AND PATCH SHALL BE DOWELED INTO ADJACENT SLAB SECURELY PER REQUIREMENTS. RE: DETAILS ON DRAWING 05/A451 & 061A451. E. REFER TO KITCHEN EQUIPMENT PLAN K201 FOR DIMENSIONED LOCATIONS OF FLOOR DRAINS, FLOOR SINKS, AND INDIRECT WASTE PIPING REQUIREMENTS FROM KITCHEN EQUIPMENT TO WASTE RECEPTORS F. ALL CONDENSATE DRAINS SHALL DRAIN TO ROOFTOP WHEN ALLOWED BY CODE. PIPE TO APPROVED DRAIN IF NOT ALLOWED. G. PIPE CONDUITS FOR SODA LINES PER KITCHEN DRAWINGS. H. COORDINATE WITH K201 FOR EXACT LOCATION OF EQUIPMENT FLOOR DRAINS. I. THE USE OF UNDERGROUND PVC IS ACCEPTABLE IF ALLOWED BY LOCAL AUTHORITIES AND APPROVED BY LANDLORD. J. ALL EXPOSED DRAIN AND WATER LINES SHALL BE COPPER. K. CO2 LINES SHALL BE INSTALLED INSIDE WALLS. PROVIDE WOOD 2X BLOCKING AT TANK LOCATION FOR CHAINS. CHAINS SHALL BE HEAVY DUTY TO PROVIDE SECURITY TO WALL. PROVIDE REMOTE FILL. L. PLUMBING LINES SHALL BE HELD OFF OF ALL WALLS FOR CLEANING AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. NO UNISTRUT SUPPORTS SHALL BE USED. M. CONTRACTOR SHALL LOCATE CLEANOUTS SO AS NOT TO INTERFERE WITH FLOOR BASE HEIGHTS AND DISSIMILAR MATERIALS TO ASSURE A TIGHT & SMOOTH INSTALLATION OF CLEANOUT COVERS. N. ALL EXPOSED PAN HEAD SCREWS SHALL BE STAINLESS STEEL. 0. FLOWLINE ELEVATION BASED ON A FINISHED FLOOR ELEVATION OF 193.25'. P. LONG QWFGD BENDS FOR !J!!! rmin! IIT RN ITGr) MnD RCVFRl1GF I !NFP ^.N6! I rr: I !qpn YN N!!`.T, ! !Q7 ANY SHORT SNEEPS OR CQH; RD T! MIS Q. BEVERAGE STATION WASTE LINE TO BE PVC, NON CAST IRON, TO MAIN (DUE TO CARBONATION). R. GREASE INTERCEPTOR SHALL BE CLEANED, FLUSHED AND CERTIFIED PRIOR TO TURNOVER. S. ALL WASTE LINES TO BE JETTED PRIOR TO TURNOVER. PROVIDE CERTIFICATION. FOODSERVICE UTILITY ROUGH -IN NOTES: NOTES A ALL PLUMBING OUTLETS AND REQUIREMENTS SHOWN ON THE PLAN ARE FOR FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR, UNLESS OTHERWISE NOTE. FOR ANY ADDITIONAL BUILDING PLUMBING REQUIREMENTS, SEE OTHER MECHANICAL PLANS. ALL DIMENSIONS GIVEN ARE FROM COLUMN CENTERLINES AND/OR FINISHED WALLS. ELEVATIONS GIVEN ARE FROM FINISHED FLOORS. B PLUMBER TO CONNECT ALL WATER LINES, GAS LINES, WASTE LINES, ETC. CONNECT INDIRECT WASTES FROM EQUIP =NT (DRAINBOARDS, QUICK DRAINS, ICE BINS, DIP' --R WELLS, ETC.) TO THE NEAREST AND MOST ACCESSIBLE FI'' ;ri SINK. DO NOT RUN WASTES SO AS TO INTERFERE WITH O^_kATION OF BUSINESS OR FUNCTION OF EQUIPMENT. SECURE -0 EQUIPMENT, WALLS OR FLOOR AS REQUIRED BY ARCHIT':,;T OR CODE. ALL ROUGH -INS SHOWN ARE TO BE RUN INSIDE WALLS, (EXCEPT STUB -UPS). LOCATIONS INDICATE POINT OF EXIT FROM WALLS, CEILING OR FLOOR. C PLUMBER TO BRANCH TO CONNECTION WHERE REQUIRED AND TO FULLY CONNECT ALL EQUIPMENTAND RUN CONDENSATE LINES FROM UNITS TO DRAINS AND THESE LINES TO BE NO SMALLER THAN THE STUB OUT OF THE FIXTURE. FOR SPECIFIC TYPE OF CONNECTION AND LOCATIONS REFER TO THE EQUIPMENT BROCHURES AND DRAWINGS. PLUMBER TO 'r'ROVOE SHUT-OFF VALVE-5 ON ALL',,Wl ER AND GAS LINES, ALL VALVES, CUT-OFFS, TRAPS, HYDROSTATIC SHOCK ELIMINATORS, PRESSURE REGULATORS AND MATERIAL NECESSARY TO CONNECT ALL LINES, UNLESS OTHERWISE SPECIFIED ON THE ITEM SPECIFICATIONS. E ALL FLOOR DRAINS ARE TO SET 1/2" BELOW FINISHED FLOOR UNLESS OTHERWISE NOTED. DO NOT SLOPE FLOORS SO CLOSE TO DRAINS AS TO CREATE "PITS" OR "DIPS" IN FLOOR. MINIMUM RADIUS Or: SLOPE TO BE 24" FROM CENTERLINE OF DRAIN. F PLUMBING CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL ALL PLUMBING COMPONENTS NECESSARY TO PROVIDE SERVICE TO LOCATIONS & EQUIPMENT AS SHOWN ON THIS SHEET UNLESS NOTED OTHERWISE. PLUMBING CONTRACTOR IS ALSO RESPONSIBLE FOR MAKING FINAL CONNECTIONS TO EQUIPMENT AND FITTINGS SUPPLIED AND INSTALLED BY K.E.C. G IF ELECTROLYSIS CONDITIONS EXIST, A DIELECTRIC COUPLING SHOULD BE USED IN FINAL PLUMBING CONNECTION TO ALL WATER COOLED EQUIPMENT. H IF HIGH MINERAL CONTENT IN THE WATER SUPPLY EXISTS, IT IS RECOMMENDED THAT A WATER SOFTENER, FILTER AND/OR DEIONIZER SEPARATOR BE USED IN THE FINAL PLUMBING CONNECTIONS TO CONDENSING UNITS, STEAMERS, COFFEE MAKERS, WATER HEATERS AND SIMILAR ITEMS OF KITCHEN EQUIPMENT. I THE KITCHEN EQUIPMENT CONTRACTOR IS TO PROVIDE ALL FAUCETS, DRAIN OUTLET FITTINGS IN FIXTURES AND SPECIALTY ITEMS AS OUTLINED IN THE ITEM AND GENERAL PRODUCT SPECIFICATIONS. J OMISSIONS OR ERRORS IN SCHEDULE DO NOT RELIEVE PLUMBING CONTRACTOR FROM COMPLETE AND CORRECT FINAL CONNECTION RESPONSIBILITY. HIS REVIEW OF EQUIPMENT BROCHURE BOOK AND DRAWINGS, WILL ASSURE CORRECTNESS OF HIS WORK. K FAILURE TO COMPLY WITH THESE NOTES COULD VOID OR CANCEL MANUFACTURERS WARRANTIES. DO NOT FAIL TO COMPLY WITH THESE NOTES IN THE AREAS THAT THEY APPLY TO. IF THERE IS DOUBT AS TO THE PROPER INTERPRETATION OR ACTION THAT IS INTENDED, CONTACT THE ARCHITECT OR OWNER'S REPRESENTATIVE IMMEDIATELY. VERIFY WITH ARCHITECT OR OWNER'S REPRESENTATIVE, FINAL EQUIPMENT REQUIREMENTS BEFORE ORDERING MATERIAL REVISIONS IN EQUIPMENT OR PERFORMANCE REQUIREMENTS MAY AFFECT THE PLUMBER'S WORK, L ALL WORK RELATING TO THE INSTALLATION & HOOKUP OF THE SPECIFIED EQUIPMENT IS TO BE PERFORMED IN FULL ACCORDANCE WITH APPLICABLE CITY, COUNTY, LOCAL, STATE & FEDERAL CODES & ALL OTHER GOVERNMENTAL REGULATORY REQUIREMENTS. M CONTRACTOR IS TO APPLY GENERAL NOTES TO ALL PLUMBING DRAWINGS, C.t;`+ll! A DEC 0 8 2015 PERMIT CENTER C U O O O U -0 a) ;5 O a) Z L N a 0 3 on U H O c6 O C O U 12 G Q) �NC a) E ° off 0N _ Q T Go'Ds O L oQa 04 O N N O L S O O C G N - QN 3 0 > 0 o a U —_ G N N G O O N .0 O - 0 = a) >`o U i p U V 22 Q o a Q 0 S U 0 G w 0 mo ? `c 3 Q o oMD O U -G`G U +— N c2 N a) a) a) .r- :E� = O W-fw Engineers, Inc. 760 Creel Drive Wood bale, IL 60191 Tel. 630/595-8800 Fax 6301595-8818 www.WCWengineers.com L�L0-1Wak _1WII IISIED RGIR: t ER"""'I " 1 Ed, al : 0 � RV I✓b F:I o fige p.i�l� - •`�``v �lV��L���015 Date EXPIRES 10/05/2017 Expiration Date REWIIEWED FOR CODE COMPLIANCE APPROVED JAN 0 5 2016 City of Tukwila BUILDING DIVISION DRAWN BY: CHECKED BY: CW ISK U ry W 0— W// 0L LO T_ O N \ O N r PROJECT NUMBER 200785501 13 SHEET NUMBER P101 Underfloor Plumbing Plan DATE OF THIS PRINTING - Nov 20, 2015 J H G F E E75; NQ 75:00 ;:::Cr) I N U-3� rn c �0 oE z- ��I J N z W� �a N ''0) U �Q m =LO o Z� C o= CO 1" 3" FFD 1 g _ 115 i r - REbEIVIN } IrI ---. _ 6 " jj WC-2 18 18 2"VENTDIJ � III 5 1 109 0 MEN S „ ° FQ �* 2" SENT DN , j I Y J I� - -� - - - sfill- l [ 7 p I i I i l i a {! 171711 •� 1 -m ..ii- . ��. UR-1 f - - - - HWR [ -�2" WASTE DN _ �. 1-112" VENT UP 113 I I - - - - - _EW- ( OFFICE 32 I $ _. 2" WASTE DN 4" 3" FD- (� 1-112"VENTUP I 112 29 601 I.. [ HW DIS 1 4 ' , ASH 2 WASTE DN_ { CA RING 1-1/2"VENTUP I sa 131 I -2 3" Fp, I I LI) �€ I i s 2 NTDN _71- /21(N'P----� I ( BALANCING-- I 'i I{ J z ► I Er,.,.: VALVE 217 10 ,,1 3 FD I 11 RESTROOM i I I 1�OL� 303t 23 VESTIESUUCE 4„ I 118 2"VENT DN t� I I STORAGE _ 1 Tr y E 1 Ire 3 g` 1 ':.�- s .°ix" @ ' i. ej {t =F : k 5:1 p .kq 2VE, DN - _ I -- - - _ 3 2"VENT DN IIL L_I� L i ..j 8 602 n pp-^ t e 09 108 y 3 VVON4EN S 3 FD I I 3 - ( 22 S 1 € £: I / WCr1 z.,. `'rep", ""'-""'.' i I Ia >-. Ck �S '>"' E-r..:..t > :..a s -<..t. l.- �..>. �,-�.a�>. �•��3 � a {..' v[,'�� a ..* Z }... a�.d�`4 :°per' , S i^ aO ^S`< { n WC-'_ 9 z� ( T s }:. isw„>,...Ta':� 6(,' � :a �:�\ is ��^•^� a � 1 �.. ... ... .r:: ::. l .. ,n ......I...,. i � I I �� 1 t L� n 4'a � "°' I _ s>�a1 i .. $ I I � {I t'�l^Y� •, �. d I # ;--r .,.. �...,wR r <-., ,.�„�> .., � -. �.. > L � f +_ g S a LAV-1u� _ 2" WASTE DNI, $ 1-112"VENTUP I i B ' L 2" VENT DN - 1 2" VENT DN SB-2 - 5104 DINING C I I `�� € 7 .. " J F 2 VENT DN f m� (8 Y L J I»_ F" -T 163B DINING B Ism 27 2" VENT DN t I 802 4 E t� x { n t 3FD LL 5 C, 2 VENT DN L 510 2" VENT DN - C _ LAD _ i e 4 804 s d 812 H 2" VENT DN 2" VENT DN " 2"WASTE DN° VENT U 110 29 601 SERVICE E of � gq £ I s a �i S I yF E ;mow,;; 29 24 615 2"WAIS TE DN 1-1/2" ENT UP x dHY C DINING A �- S k ,_j L J Lw -J L-. I ` IV S - 4 7m -► - i r • i I- -- 7 r -l ° D-1- D- 1 DT 1 yT 1 ¢ tea �. ( ��€ - s €�� � .... - � „-„14 �-,.,..,. %,..,»..... •W' !i C%8 #' � � C� °� C"+s h- 2 � c .S �,�` Y°„�: x" ,.� II C°oi � t� rd 'a w,^ +�zq % l I L I 1 2 3 4 NORTH 01 ABOVE FLOOR PLAN - PLUMBING SCALE: 1/4" = 1'-0" PLAN 2" VENT DN 7 �- 314" - 2" VENT D 27 809 6 811 2" VENT DN 21 201 12 1\. NOTE: ITEM NUMBERS IN THIS SCHEDULE REFERENCED FROM GAS CONNECTION SCHEDULE DRAWING K211. ITEM GAS SIZE CONN LOCATION AFF SERVICE REMARKS G1 314" CONN. WALL 78" ROTATING RACK. 110,000 BTU FOR ITEM #303 G2 314' CONN. WALL 24" CONVECTION OVEN 80,000 BTU FOR ITEM #317 G3 314" CONN. WALL 30" GRIDDLE 75,000 BTU FOR ITEM #420 G4 314" CONN. WALL 30" SIX BURNER HOTPLATE (COUNTER TOP) 159,000 BTU FOR ITEM #410 O MECHANICAL SHUT-OFF VALVES AS PART OF THE FIRE PROTECTION SYSTEM ARE TO BE PROVIDED BY FIRE PROTECTION SYSTEM CONTRACTOR FOR INSTALLATION BY PLUMBING CONTRACTOR. ALL GAS PRESSURE REULATORS AND QUICK DISCONNECT FLEX GAS HOSE'S FOR ALL GAS EQUIPMENT, INSTALLED BY PLUMBING CONTRACTOR. NOTE: GAS REQUIREMENTS LISTED ARE FOR KITCHEN EQUIPMENT ONLY. REFER TO 021P211 FOR COMPLETE GAS REQUIREMENTS. NOTES BY SYMBOL Q 1. PIPE RELIEF VALVE FROM WATER HEATER (HWH-1) TO FLOOR DRAIN MAINTAIN A MINIMUM 2" AIR GAP. SEE WATER HEATER DETAIL 021P311. 2. WATER HEATER. GENERAL CONTRACTOR SHALL COORDINATE PLUMBING WITH EQUIPMENT AND MATERIALS FOR ALL OTHER DISCIPLINES. COORDINATE EXACT LOCATION AND INSTALLATION REQUIREMENTS. REFER TO WATER HEATER SCHEDULE AND DETAIL ON SHEET P311 FOR ADDITIONAL INFORMATION. 3. TRAP PRIMER (TP-1) MOUNTED 1' MIN. ABOVE FINISHED FLOOR OR 12' FOR EVERY 20' OF RUN. PIPE 1/2" TYPE T FLEXIBLE COPPER PIPE BELOW GRADE TO FLOOR DRAINS, NO FITTINGS OR SPLICES BELOW GRADE. STAINLESS STEEL ACCESS PANEL. 4. PROVIDE 112" VALVED FILTERED WATER CONNECTION WITH VACUUM BREAKER TO TEA BREWER. 5. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL CROSS THIS SPACE. 6. PROVIDE BACKFLOW PREVENTION AND VACUUM BREAKER ON CW AND HW SUPPLY LINES TO MOP SINK & ECOLAB SUPPLY LINE. 7. 1/2' FILTERED WATER DOWN TO CARBONATOR. PROVIDE WATTS RPZ BACKFLOW PREVENTER #009-QT-S. 8. 1/2" FILTERED WATER TO ICE MAKER IN FRONT OF HOUSE AND BACK OF HOUSE. ROUTE THRU RPZ BACKFLOW PREVENTOR PRIOR TO CONNECTION. EXTEND AND TERMINATE DRAIN OPEN SITE ABOVE FLOOR SINK. 9. PROVIDE MECHANICAL ANSUL VALVE CONNECTED TO FIRE SUPPRESSION SYSTEM. LOCATE GAS COCK AND ANSUL VALVE AS REQUIRED BY LOCAL JURISDICTION. ANSUL VALVE TO BE LOCATED IN CEILING SPACE WHEN ALLOWED BY LOCAL JURISDICTION. LOCATE BELOW CEILING ONLY WHEN REQUIRED BY AUTHORITIES. 10. 3/8" CW AND 1/2' HOT WATER DOWN TO BOOSTER HEATER & CONNECTED TO DISHWASHER. PROVIDE PRESSURE REGULATING VALVE AND BACKFLOWAS REQUIRED BY MANUFACTURER'S REQUIREMENTS. INSTALL PER LOCAL, STATE AND MANUFACTURER'S REQUIREMENTS. 11. NOT USED. 12. DOMESTIC WATER: MAKE NEW CONNECTION TO EXISTING COLD WATER SUPPLY. FIELD VERIFY EXISTING LOCATION OF 2" CAPPED COLD WATER SUPPLY. 13. 11T TEMPERED WATER DOWN TO KITCHEN EQUIPMENT. 14. GAS PIPING (623 CFH) UP THROUGH ROOF. SEE SHEET PM1 FOR CONTINUATION. 15. 112" HOT AND COLD WATER LINES TO 3-COMP SINK. VERIFY EXACT LOCATION WITH KITCHEN DRAWINGS. 16. NOT USED. 17. NOT USED. 18. PIPE 1114" CONDENSATE FROM COOLER EVAPORATOR COIL TO FLOOR DRAIN (FFD). MAINTAIN A 2-MINIMUM AIR GAP. PROVIDE HEAT TRACING IN FREEZER CONDENSATE LINE. 19. 1 114"INSULATED CONDENSATE DRAIN DOWN TO T ABOVE FLOOR. SPILL INTO FLOOR DRAIN AND DISCHARGE OPEN SITE. PROVIDE HEAT TRACE ON PIPE IN COOLER THROUGH WALL. 20. NOT USED. 21. MOP SINK PROVIDED BY KES & INSTALLED BY GC. 22. PROVIDE 1/2" VALVED FILTERED WATER CONNECTION WITH VACUUM BREAKER TO COFFEE BREWER. 23. INSTALL 112" FW CONCEALED DOWN IN WALL FOR FUTURE EQUIPMENT. 24. PROVIDE 112" VALVED FILTERED WATER CONNECTION WITH VACUUM BREAKER FOR ESPRESSO MACHINE. CONNECT 1/2" CW TO DIPPER WELL. 25. 112"CWIHW DOWN TO PRE RINSE SPRAYER FAUCET. 26. SOFT WATER SYSTEM TO SERVE FILTER SYSTEM: PURCHASED FROM ELGE FILTERS (800-782-3543) THROUGH CBC NATIONAL ACCOUNT. REFER TO 02IP311. CONTRACTOR SHALL INSTALL PER PLANS. 27. 4" PVC CARBONATED WATER SLEEVE PIPING. ROUTE PIPING ABOVE FINISHED CEILING FROM CARBONATER TO SODA DISPENSER. PROVIDE PIPING WITH LONG RADIUS ELBOWS. INSULATE PVC PIPING WITH 1" PRE -FORMED FIBERGLASS INSULATION RATED FOR 25/50 PER ASTM E84,ALL SERVICE J JACKET, REINFORCED KRAFT PAPER BONDED TO AN ALUMINUM FOIL. PROVIDE A FIRE CAULKING MATERIAL AT ALL EXPOSED ENDS. 28. 4" VENT UP TO VENT THRU ROOF. 29. 1/2" CWIHW DOWN IN WALL. CONNECT 112" CWIHW TO HAND SINK. 30. ROUTE 4 REFRIGERANT LINES FOR EQUIPMENT THRU CHASE. FIELD VERIFY LOCATION. COORDINATION WITH ARCHITECTURAL PLANS. 31. PROVIDE ISOLATION SHUT-OFF VALVES IN CWIHW PIPING FOR RESTROOM FIXTURES. 32. BRANCH GAS LINE SHUT-OFF VALVE. SEE DETAIL 21P211 FOR INFORMATION. gob �• G O to 33. SHUT-OFF VALVES SHALL BE 114"TURN BALL VALVES. �%� 1 r lC�"' { ' J 34. PROVIDE WITH BACKFLOW PREVENTER MEETING ASSE 1022 REQUIREMENTS. WATTS SD-3 OR EQUIVALENT. CAI " • O i" 1 GENERAL NOTES A. PROVIDE BACKFLOW PREVENTER ON DISH MACHINE �NSE LINES, ICE MACHINES, SODA MACHINE fTEACOFFEE URN S, MOP SI NK FAUCETS AND HOSE BIBBS. LOCATE VACUUM rA(ER 6" ABOVETHE OVERFLOW RIM AND AFTER LA T VALVE ON EQUIPMENT. UIPMENT. B. ALL KITCHEN EQUIPMENT DRAIN LINES TO HAVE 45 DEGREE CUTS ON THE END OF THE PIPE AT THE DRAIN AND CONNECTED TO THE WASTE LINES WITH A MINIMUM 2" OR 2X PIPE DIAMETER AIR GAP, WHICHEVER IS GREATER. ROUTE INDIRECT WASTE LINES AS CLOSE AS POSSIBLE TO FLOOR, TO CLEAR SHELVING. C. REFER TO ARCHITECTURAL AND KITCHEN DRAWINGS FOR EXACT LOCATION AND DIMENSIONAL DATA. D. PROVIDE CHECK VALVES ON MOP SINK, PRE -RINSE FAUCETS, KETTLE FAUCETS AND ALL MIXING VALVES. E. PROVIDE A STAINLESS STEEL REDUCED PRESSURE BACKFLOW PREVENTER FOR CARBONATOR (WATTS MODEL #SD-2) AND WATER SOFTENER. F. PROVIDE AN APPROVED REDUCED PRESSURE BACKFLOW PREVENTER FOR BOOSTER HEATER. G. PROVIDE SHUT-OFF VALVES, SHOCK ABSORBERS AND ACCESS PANELS FOR TOILET ROOM FIXTURES AS REQUIRED. VERIFY INSTALLATION HEIGHTS AND LOCATIONS WITH ARCHITECTURAL PRIOR TO INSTALLATION. REFER TO PLUMBING RISERS. H. SLEEVE ALL GAS PIPING LOCATED INDOORS AS REQUIRED. REFER TO DETAIL ON P311. ALL EXPOSED EXTERIOR GAS LINES SHALL BE PAINTED TO MATCH BUILDING FINISH. I. GAS LINES EXPOSED IN SPACE SHALL BE PAINTED BLACK. J. CORNER BAKERY TENANT SPACE SHALL BE FULLY PROTECTED WITH A WET PIPE FIRE SPRINKLER SYSTEM. SYSTEM SHALL COMPLY WITH NFPA 13 AND ALL THE REQUIREMENTS OF THE LOCAL JURISDICTION AND SHALL BE DESIGNED AND INSTALLED BY AFIRE PROTECTION PIPING W R SHALL BE CONCEALED ABOVE CEILINGS. ALL PIPING WITHIN THE LIMITS OF DINING AREA SHALL BE EXPOSED T E E E JURISDICTION OF THIS PROJECT. ALL NEW FIRE SPRINKLER WITHIN THE LIMITS OF THE FOOD PREP. AREA SHA 0 C S CONTRACTOR LICENSED TO DO BUSINESS IN THE AND ROUTED AT BOTTOM OF ROOF TRUSS JOIST. REMOVE, RELOCATE OR ADD ELEMENTS OF FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE NEW FLOOR PLAN, CEILING HEIGHT ETC. K. ALL NEW ROOF PENETRATIONS SHALL BE PREPARED AND INSTALLED ONLY BY LANDLORD'S ROOF CONTRACTOR, AS APPLIES, L. PROVIDE TRAP PRIMERS AS REQUIRED BY LOCAL AUTHORITIES. M. SOUP WELL INDIRECT WASTE LINES TO BE 3/4". HEADER TO DRAIN 1-1/2". N. PLUMBING LINES SHALL BE HELD OFF OF ALL WALLS FOR CLEANING AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. NO UNISTRUT SUPPORTS SHALL BE USED. 0. CO2 LINES SHALL BE INSTALLED INSIDE WALLS. PROVIDE FIRE TREATED 2X WOOD BLOCKING AT TANK LOCATION FOR CHAINS BY VENDOR. PROVIDE REMOTE FILL. P. CONTRACTOR SHALL LOCATE ALL WALL ACCESS PANELS IN PROPER LOCATION PER ACTUAL EQUIPMENT LOCATION, FINISH, STAINLESS STEEL WALL PANELS & LOCKER LOCATIONS. Q. COORDINATE HW DROPS SERVING LAVS & HAND SINKS SO THE FURTHEST FIXTURE BEING SERVED ON A RUN IS NO GREATER THAN V-0" TOTAL DEVELOPED PIPE LENGTH FROM THE MAIN HW LOOP, MAXIMUM 110 DEGREES. R. NUMBERS IN PARENTHESIS ON GAS PIPING DENOTES TOTAL CFH (CUBIC FEETIHOUR). S. WATER SUPPLY LINES TO BEVERAGE/CONSUMABLE WATER IS TO BE COPPER. WATER SUPPLY LINES TO ALL OTHER EQUIPMENT SHALL BE PEX PIPING. T. CONCEALED WATER SUPPLY TO GRAY WATER DEVICES TO BE PVC (IF APPLICABLE). TEEM NUMBERS IN THIS SCHEDULE REFERENCED FROM DRAWING K211. PLUMBING WATER CONNECTION SCHEDULE ITEM SIZE CONN LOCATION AFF SERVICE REMARKS 201 1/2" HOT & COLD WATER WALL 36" MOP SINK FAUCET B.T.C. ON MOP SINK FACUET. 208 1/2" HOT & COLD WATER WALL 14" POT SINK FAUCET B.T.C., ON POT SINK FACUETS, TWO (2) REQUIRED. 208 2" INDIRECT WASTE EQUIPMENT POT SINK INDIRECT WASTE ROUTE INDIRECT WASTE TO FLOOR SINK LOCATION, BY PLUMBER. 215 112" HOT & COLD WATER WALL 18" PRE-RINISE SPRAYER B.T.C., ON PRE -RINSE SPARY FAUCET. 217 318" & 1/2" CW & 140" HW WALL 18' DISHMACHINE WBOOSTER HEATER B.T.C, ON BOOSTER HEATER., INDIRECT WASTE TO FLOOR SINK, BY PLUMBER. 303 314" FILTERED WATER WALL 72" BLODGETT OVEN FILTERED WATER 318 1/2" HOT WATER WALL 12" RETHERMALIZER B.T.C., ON RETHERMALIZER., INDIRECT WASTE TO FLOOR SINK, BY PLUMBER 510 112" HOT & COLD WATER FLOOR 24" HAND SINK AT COUNTER B.T.C., ON HAND SINK AT COUNTER. (STUB UP LOCATIONS ARE IDICATED ON SHEET K101.) 601 1/2" HOT & COLD WATER WALL 24" WALL MOUNT HAND SINK FAUCET B.T,C, ON WALL MNT. HAND SINK FAUCET. 602 112" FILTERED WATER WALL 72" ICE MACHINE WATER LINE FROM WATER FILTER SYSTEM, THEN B.T.C., ON ICE MACHINE CONNECTION. ROUTE INDIRECT WASTE TO FLOOR SINK, BY PLUMBER. 604 1/2" HOT & COLD WATER WALL 24" WALL MOUNT HAND SINK FAUCET B.T.C, ON WALL MNT. HAND SINK FAUCET, TOW (2) LOCATIONS. 606 1/2" HOT & COLD WATER WALL 14" INTEGRAL PREP SINK/PREP TABLE. 609 318" FILTERED WATER WALL 14" COFFEE BREWER WATER LINE FROM WATER FILTER SYSTEM, REDUCE TO FIT, B.T.C., BY PLUMBER. 615 318" FILTERED WATER WALL 50" ESPRESSO MACHINE WATER LINE FROM WATER FILTER SYSTEM, REDUCE TO FIT, B.T.C., BY PLUMBER. SEE DETAIL 31K211. 800 112" FILTERED WATER WALL 14" SODA DISPENSER 1 WA ER L E F OM ATER ILTE SYS EM, EDU TO IT, 8TC., PL BER. PRO IDE TTS SD-3 ITH AR 0 ER APPROVED ASSE 1022 BACKFLOW PREVENTER. 802 1/2" FILTERED WATER WALL 50" TEA BREWER WATER LINE FROM WATER FILTER SYSTEM, REDUCE TO FIT, B,T.C., BY PLUMBER. 804 3/8" FILTERED WATER WALL 7T ICE MAKER WATER LINE FROM WATER FILTER SYSTEM, AND REDUCE TO FIT, B.T.C., BY PLUMBER. 809 (2)1/2" FILTERED WATER WALL 78' CARBONATERS WATER LINE FROM WATER FILTER SYSTEM, REDUCE TO FIT, B.T.C., BY PLUMBER. 811 1/2' COLD WATER WALL 42" ECO LAB DISPENSER B.T.C., ON ECO LAB SYSTEM. Aff 812 1/4' HOT WATER WALL 50' HOT WATER DISPENSER 0 V ma 2 2-0 Q) qFw `_ - N Z L ( V -0 O.3 `cam 0 0 U h O O C O U C O N N 0 � 0 HC o0ma LO °2 U sW (D N - oo. o H o `o Z) E� > � 0q, ���� lt 0 1?O U O a)i Q Q C o:5 o U a H a N 0 E C3 " -0 c H co o 0 0 cn °U o >af 3@Rz Engineers, Inc. 760 Creel Drive Wood Dale, IL 60191 Tel. 630/595-8800 Fax 630/595-8818 www.WCWengineers.com 0 > 0 LU mce N L. Wa)Q -0`� ��� a_ CU L1 U J Q o t� _ o CM O U) NO REVISION ,SE) FOR MUA 10 0 /20s5 9 o� WAS4, 7190 RA_ 15 10/05/2017 - I W 75 O U U W 0' REVE'EWED FOR CODE COMPLIANCE APPROVED W JAN 0 5 2016 LO Gift' of Tukwila T_ (^0' IBUImD LQ.,t31UISION DEC 0 6 2015 N PERMIT CENTER � DRAWN BY: CHECKED BY: CW ISK PROJECT NUMBER 2007855013 SHEET NUMBER p 111 Above Floor Plumbing Plan DATE OF THIS PRINTING -Nov 20, 2015 DOMESTIC WATER CALCULATIONS SYMBOL FIXTURE TYPE LOAD VALUE (WSFU) TY QUANTITY SUB -TOTAL FIXTURE UNITS WC-1 & 2 WATER CLOSET 8 3 24 MS-1 MOP SINK 3 1 3 S-1 COMM. KITCHEN SINK 2 4 8 LAW LAVATORY 1 2 2 UR-1 URINAL 5 1 5 WF-1 WATER FILTER 10 1 10 PS-1 POT SINK FAUCET 1 1 1 DW-1 DISHWASHER 1.5 1 1.5 HS HAND SINK 2 4 8 HB HOSE BIBB 2.5 (1 EA. ADD'L) 1 2.5 TOTAL FIXTURE UNITS: 65 TOTAL GPM: 56 MINIMUM SERVICE SIZE: 2" NOTES: THE 2012 UNIFORM PLUMBING CODE WAS USED TO CALCULATED THE DOMESTIC COLD WATER REQUIREMENTS. GREASE INTERCEPTOR CALCULATIONS FIXTURE QUANTITY DRAINAGE FIXTURE UNITS TOTAL (DFU) FLOOR SINKS (3" P-TRAP) LOW INTERMITTENT FLOW 2 2 4 FLOOR DRAINS - EMERGENCY 5 0 0 MOP SINK 1 1 3 3 SINK - COMMERCIAL WITH FOOD WASTE 3 3 9 FLOOR SINKS (3" P-TRAP) 1 6 6 TOTAL 22 TOTAL DRAINAGE FIXTURE UNITS (DFU): 22 REQUIRED VOLUME (GALLONS) 1,000 COMMENTS: CALCULATIONS BASED ON 2012 UNIFORM PLUMBING CODE, CHAPTER 10, TABLE 1014.3.6 SANITARY SEWER CALCULATIONS SYMBOL FIXTURE TYPE LOAD VALUE (WSFU) QUANTITY SUB -TOTAL FIXTURE UNITS WC-1 & 2 WATER CLOSET 4 3 12 UR-1 URINAL 2 1 2 LAV-1 LAVATORY 1 2 2 FSIFS1 3" FLOOR SINK 6 6 36 FD 3" FLOOR DRAIN 0 3 0 GT-1 GREASE TRAP 22 1 22 HS HAND SINK 2 4 8 217 DISHWASHER 2 1 2 TOTAL FIXTURE UNITS: 84 MINIMUM SERVICE SIZE: 4" NOTES: THE 2012 UNIFORM PLUMBING CODE WAS USED TO CALCULATED THE SANITARY SEWER REQUIREMENTS. / / I / IN, / 01 PLUMBING ISOMETRIC - SANITARY SCALE: NONE � it Fl�K7 0 . CHAPTER 8 OF THESE STANDAFIDS. S. EBA _ A GRADE 60 4. MESH: AISTM A-105 GWE 65. 4. 1< "3 BURLDING CODE ASTM 0-857 OMINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURW. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SMEM 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. a DISHWASHERS.�•. y miw aGREASEINIERCEPTOR SINGLE VAULT VMW DOUBLE BAFFLE �, p15-fall_ ou�rid,� -44ty r,4 /IN,v� Vw w \ \ \ \ IN, \ / \IN, ` \ I 9ti > \ I / 2h I � I / ,0 0 U �o 0 U 'U6 CL qFw . U � N m H O C O U � O 1 a) N 5 C � � Qo IV �a oN .Lo U s� °� oo N =a 6 6 L 0 - > U O C U -E p +- U m — (.N � o E o .�. O U C N 3 Uo° o o° ;c i Q U Q Ci o� aC oQ a)Z E o °� m o N 6 O � 6N U -p U r— N M cL =O _�; r O CD m a) 3=W Engineers, Inc. 760 Creel Drive Wood Dale, IL 60191 Tel. 630/595-8800 Fax 630/595-8818 www.WCWengineers.com kin REVISION ISSUED1707i1010S11,1.5 & KEY PM asp p 1 .T 2-3/ fD15 REVfEWED FOR ODE OOMPLIANC APPROVED JAN 0 5 2016 City of Tukwila UILDING DIVISIOI DEC 0 8 2015 .:)E:- Pj11T CENTER DRAWN BY: CHECKED BY: CW SK 5 Z LJ 75 75 O U U ry LIJ W r^ L I qr— N N PROJECT NUMBER 2007855013 SHEET NUMBER 201 Plumbing Riser Diagrams DATE OF THIS PRINTING -Nov 20, 2015 MIN.1 NOTE: HUB & SP SHOWN. NO-1 APPLICABLE. 12 VENT TERMINATION FLASHING SCALE: NTS IG )MENDATIONS I COPPER DRAIN 45" CUT STRUCTION END FLOOR SINK REFER TO SPECIFICATIONS FLOOR— CONSTRUCTION . a '. . •a . ; (PROVIDE FIRE 4G WHEN LOCAL CODES) : •- a WHEN REQUIRED) OR 'P' TRAP TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU FIRE WALLS IN SMOKE STANDARD WEIGHT STEEL PIPE TIGHT MANNER AND TO MEET SLEEVE OF SIZE TO PASS PIPE FIRE RATING OF WALL (REFER AND INSULATION. PLUS GAP AS TO ASTM E-814) REQUIRED BY LOCAL CODES. (25 GA. SPLIT WALL SLEEVE ALSO ACCEPTABLE) PIPE AND INSULATION TO BE �-- FINISHED ESCUTCHEON PLATE FLUSH AGAINIST WALL AND OF SIZE TO CENTERED IN SLEEVE -DO NOT COMPLETELY COVER OPENING SUPPORT PIPE FROM SLEEVE FINISHED WALL SURFACE CONCEALED PIPING PIPING EXPOSED TO VIEW NOTE: PROVIDE FOR ALL MASONRY WALLS AND FIRE RATED WALLS PIPE SLEEVE - INTERIOR WALLS SCALE: NTS PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN E COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE BRONZE PLUG IN PVC BODY. I o MEMBRANE CLAMP FLOOR SLAB ON GRADE N o AS REQUIRED FOR DEPTH OF SAME SIZE AS SEWER UP TO 4" SEWER MAXIMUM o HUB AND SPIGOT PVC PIPE BEL LONG SWEEP ELBOW AT END OR Z FLOOR � TURN OF RUN COMBINATION WYE AND EIGHTH SANITARY OR STORM SEWER LfI BEND IN RUN. ENTER TOP OF PIPE �— -�'-- DIRECTION OF FLOW � 0 C3 Z m _. LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 wl DEGREES, AT 59 INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE Z BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18" W CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. U Li.1 mZ FLOOR CLEANOUT DETAIL =2 04 SCALE: NTS WALL --�- ,,,q PROVIDE STANDOFF MOUNTED TO WALL 11 INDIRECT WASTE DETAIL SCALE: NTS TWO PIPE DIAMETER ABOVE FLOOR SINK 07 ECOLAB WATER SUPPLY DETAIL SCALE: NTS THREE COMPARTMENT SINK 2"VINWP CEILING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. UTILIZE TYPE DWV COPPER PIPE, FITTINGS AND CONNECTORS FOR SINK CONNECTIONS. ALL EXPOSED PIPE SHALL BE TYPE DWV COPPER. 03 THREE COMPARTMENT SINK CONNECTION DETAIL SCALE: NTS WATER HEATEF OR TAN PROVIDE 1"x1/8" STEEL BAND DOWN 1/3 FROM THE TOP, AND UP 1/3 FROM THE BOTTOM OF TANK. BEND ENDS OF STRAP AND ANCHOR SECURELY TO WALL AS REQUIRED. (TYP. FOR 2) ET TANK AS CLOSE TO WALL AS DSSIBLE. PROVIDE WOOD BLOCK DR SPACERS BETWEEN WALL AND 4NK IF REQUIRED. ATTACH TO WALL AS REQUIRED (TYP. FOR 2) ANCHOR TANK LEGS TO FLOOR OR PLATFORM AS REQUIRED BY LOCAL CODE AUTHORITIES 13 TANK SEISMIC RESTRAINT SCALE: NTS ESPRESSO MACHINE AMBIENTE MODEL No. 15-SO-DUO-PS. DIMENSION 17"X21"X27" 2"DIA. GROMMET HOLE. PROVIDE COLLAR AROUND HOLE (NO SHARP EDGES) \ 40° MINIMUM 7" CLEAR ABOVE UNIT TO FILL BEAN HOPPERS. 0 MANUFACTURED APPROVED ®® SOFTENERIFILTER COMBO SYSTEM WITH FLUSH VALVE. �- — COORDINATE AND VERIFY CLEARANCES. 112" C.W. ROUGH -IN. PLUMBER SHALL PROVIDE SHUT OFF VALVE I I WITH 3/8" COMPRESSION FITTING. "T" OFF TO DIPPER WELL. `1" DRAIN LINE TO FLOOR SINK FLOOR SINK BY PLUMBER. PROVIDE FULL PER CODE. SECURE TO WALL OR FLOOR. VERIFY GRATE AT THIS LOCATION. PLUMBER TO CLEARANCE ON ALL EQUIPMENT. PROVIDE ALL HARDWARE, INSTALLATION, AND INDIRECT WASTE LINES PER CODE. ESPRESSO MACHINE UTILITY SCHEMATIC SCALE: NTS INSTALL PER PDI PDI i STANDARDSAND SIZE I ( MANUFACTURER'S 'A" INSTRUCTIONS SINGLE FIXTURE PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A 112" 1-11 B 3W 12-32 C 1' 33.60 D 1-1/4" 61.113 E 1-1/2' 114-154 F 2' 154-330 HOT OR COLD WATER SUPPLY IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHAAT END OF LINE IF BRANCH IS GREATER THAN 29 LONG, PROVIDE ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UNITS —, � Q MULTIPLE FIXTURES FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 - TANK WATER CLOSET 5 - URINAL 5 - LAVATORYISINK 1.5 1.5 JANITOR'S SINK 3 3 SHOWER/BATHTUB 2 2 PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0-RING CONSTRUCTION, HAVING PDI #WH-201, ASSE #1010 AND ANSI #Al12.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE. WATER HAMMER ARRESTOR DETAIL SCALE: NTS STEEL DEC TOP BEAM ALL THREAD ROD. GCLAMP LENGTH AS REQUIRED IF STEEL FOR PIPE SLOPE BAR JOIST PROVIDE COPPER OR NON-METALLIC ADJUSTABLE COATING WHERE BAND HANGER HANGERS CONTACT FOR PIPING BARE COPPER PIPE FOURINCH OR LESS — CLEVIS HANGER FOR PIPE OVER FOUR INCH DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL LARGER THAN 3" FROM INSULATED PIPE LARGER THAN 314". VERIFY BOTTOM OF JOISTS. INSULATION THICKNESS WHEN SIZING HANGERS. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. 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"=12' 3°=11' 2-1/2"=10' 2°=9' 1.1/2=8' 1-114"=7' 1"=6' 3/4"=6' 1/2"=5'. CAST IRON:19 AND ONE NEAR ALL JOINTS. STEEL: 4"A4' 3"=12' 2-112"=11' 2"=10' 1-112°=9' 1"=T 314"=6' 1l2°=5'. LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED.LOCATE 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. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. PIPE INSULATION / HANGER DETAIL SCALE: NTS SEISMIC RESTRAINT SCHEDULE PROVIDE SEISMIC SWAY BRACE ON ALL SUSPENDED PIPING PER LOCAL CODE OR AUTHORITY HAVING JURISDICTION. SEISMIC SWAY BRACES SHALL CONSIST OF GALVANIZED STEEL AIRCRAFT CABLES OR STEEL ANGLES/CHANNELS. STEEL AIRCRAFT CABLES SHALL BE PRESTRETCHED TO ESTABLISH A CERTIFIED MINIMUM MODULUS OF ELASTICITY. CABLES BRACES SHALL BE DESIGNED TO RESIST SEISMIC TENSION AND STEEL BRACES SHALL BE DESIGNED TO RESIST BOTH TENSION AND COMPRESSION LOADS WITH A MINIMUM SAFETY FACTOR OF 2. BRACE END CONNECTIONS SHALL BE STEEL ASSEMBLIES THAT SWIVEL TO THE FINAL INSTALLATION ANGLE. DO NOT MIX CABLE AND STEEL BRACES TO BRACE THE SAME SYSTEM. STEEL ANGLES, WHEN REQUIRED, SHALL BE CLAMPED TO THE THREADED HANGER RODS AT THE SEISMIC SWAY. BRACE LOCATIONS UTILIZING A MINIMUM OF TWO DUCTILE IRON CLAMPS. THE BRACING SYSTEM SHALL HAVE AN ANCHORAGE PREAPPROVAL "IT'NUMBER FROM A RECOGNIZED GOVERNMENT AGENCY SHOWING MAXIMUM RESTRAINT RATINGS VERIFYING IT'S CAPABILITY TO RESIST SEISMIC FORCES. CABLE BRACE ASSEMBLIES SHALL BE TYPE SCB, STEEL BRACE ASSEMBLIES SHALL BE TYPE SSB, ROD CLAMPS SHALL BE TYPE SRC, PIPE CLEVIS BRACES SHALL BE TYPE CCB AND MULTIPLE ANCHOR LOAD DISTRIBUTION BRACKETS SHALL BE TYPE SLDB ALL AS MANUFACTURED BY MASON INDUSTRIES, INC. OR EQUAL AND AS APPROVED BY LOCAL AUTHORITIES. 1/2' COLD WATER SUPPLY CONNECTION VALVE TRAP PRIMER 12' MINIMUM TO HORIZONTAL RUN IN PIPE — CONNECTTO FLOOR DRAIN (TYP.) K-COPPER B GRADE NO F OR SPLICES GRADE. 09 TRAP PRIMER DETAIL SCALE: NTS *0 \— CIRCULAR PLAN CONCRETE COLLAR SAME SIZE AS PIPE 2'-O" DIA. CLOW COVER & FRAME OR APPROVED EQUAL • III POUJOINT COMPOUND — 30 DEG. RADIUS III= CURVE __I111"%� III— \_UNDISTURBED EARTH • Luc — NOTE: 2'-0" COVER TO HAVE THE LETTERS C.O.ON TOP SECTION 05 CLEAN OUT DETAIL SCALE: NTS MVE CARBO-CHARGER 200 LBS TANK. STAINLESS STEEL DOUBLE WALLED, VACUUM INSULATED CONTAINER. BULK CO2 SURFACE MOUNTED FILL BOX. FURNISHED AND INSTALLED BY OWNER'S VENDOR. MVE BEVERAGE SYSTEMS PHONE NUMBER 800-247.4446 REFER TO KITCHEN SHEET NUMBER K211. MAXIMUM LINE RUN 100 FEET. NI CO2 TANK/CARBONATOR DETAIL SCALE: NTS CARBONATER SHELF TO BE PROVIDED BY COKE VENDOR C O U O O U 0 N 0 :1 o N C � N N h C E o o_o�� o O m O � o o a N O N N 1! U .9°0 2 C — -:,5a)% N- o o o o 0 -0— m o } > .� C o U — c 'E o N d o o c a`) _N a E =C a�° -C O v O >o i p U V aa� o ati o a •- ga Ho (D Z j ` m °� o c 3 a `o U D V) CD�� � o 3=2w Engineers. Inc. 760 Creel Drive Wood Dale, IL 60191 Tel. 630/595-8800 Fax 630/595-8818 www.WCWengineers.com NO REVISION ry W D ry 0 LIL REVfEWED FOR LIJ CODE COMPLIANCE APPROVED D JAN 0 5 2016 co U) City of TOIcu& � BUILDING DIVISION _ 0 RE %C'E i V E0 N CITY OF TiJKWILA Co OCT 0 9 2015 0 PERMIT CENTER � NOTE: 1. PROVIDE 1/2" CW SHUT-OFF VALVE AFTER RPZ. COORDINATE EXACT LOCATION IN FIELD WITH COKE DRAWN BY- VENDOR. CW 2 PROVIDE WATTS MODEL #SD 2 BACKFLOW CHECKED BY: SK PREVENTER. PROJECT NUMBER 2007855013 SHEET NUMBER PPA 301 Plumbing Details DATE OF THIS PRINTING -Oct 08, 2015 PLUMBING FIXTURE SCHEDULE ITEM DESCRIPTION MANUFACTURERER & MODEL LAV-1 LAVATORY: HANDS FREE FAUCET FAUCET: ZURN ZZ6913GEN 10 SECOND CONTINOUS DISCHARGE HYDROELECTRIC GENERATOR PROVIDE STRAINER WC-1 WATER CLOSET: HANDS FREE FLUSH VALVE ZURN ELONGATED WHITE VITREOUS CHINA TOP SPUD: Z5655-BWL FLOOR MOUNTED TOILET FLUSH VALVE: ZURN ECOVANTAGE ZGEN6200EV-WS1 15" HIGH HYDRO GENERATING POWER SUPPLY UR-1 URINAL: HANDS FREE FLUSH VALVE ZURN WHITE VITREOUS CHINA BACK SPUD: Z5760 WALL MOUNTED URINAL FLUSH VALVE: ZURN ZGEN6203EV HYDRO GENERATING POWER SUPPLY TMV-1 THERMOSTATIC MIXING VALVE VALVE: "POWERS" MODEL LM490 WITH STRAIGHT STOPS & CHECK VALVES. FD CAST IRON FLOOR DRAIN ZURN Z415S WI ADJUSTABLE POLISHED NICKEL BRONZE SQUARE STRAINER. SEE FLOOR PLAN FOR TRAP PRIMERS (117) NOTE 9 WITH STRAIGHT STOPS & CHECK VALVES. REQUIREMENTS AND LOCATIONS FFD FLOOR DRAIN WI COMBINATION FUNNELIGRATE ZURN Z400E WI ADJUSTABLE POLISHED NICKEL BRONZE TOP. SEE FLOOR PLAN FOR TRAP PRIMERS (112") NOTE 9 REQUIREMENTS AND LOCATIONS FS FLOOR SINK- CAST IRON BODY PROFLO: FD PF906M T SQ, WHITE PORCELAIN GRATE COORDINATE WITH KITCHEN FOR GRATE OPTIONS NOTE 9 ALUMINUM DOME STRAINER FS1 FLOOR SINK- CAST IRON BODY PROFLO: FD PF906M 12" SQ. WHITE PORCELAIN GRATE COORDINATE WITH KITCHEN FOR GRATE OPTIONS NOTE 9 ALUMINUM DOME STRAINER HWH-1 GAS WATER HEATER- TANK TYPE A. 0. SMITH - CYCLONE Xi MODEL BTH-199 WATER HEATER. WATER DELIVERY TEMP: SET 140 DEG. F WATER 100 GAL. CAPACITY TANK WITH 199,999 BTUH INPUT. 230 GAL. RECOVERY WITH RECIRC PUMP AND EXPANSION TANK AT 100 DEG. F. RISE & 4" DIA. FLUE EACH. PROVIDE COMBUSTION WATER HEATER MOUNTED ON CURB. AND FLUE KIT & ROOF TERMINATION KITS PER MANUR INSTALLED BY CONTRACTOR, SEE DETAIL ON THIS SHEET REFER TO A.O. SMITH PACKAGE LIST ON THIS SHEET. FCO FLOOR CLEANOUT ZURN MODEL: CO-2500-ST SQUARE TOP POLISHED NICKEL FINISH SQUARE TOP SATIN FINISH COTG CLEANOUTTO GRADE JOSAM SERIES 57000 (EXTERIOR) (OR ZURN EQUAL) WCO WALL CLEANOUT ZURN MODEL: ZB1441 WITH POLISHED NICKEL ACCESS COVER HB HOSE BIBB WOODFORD #24PC SERIES WITH VACUUM BREAKER USE WOODFORD #19 W/ VACUUM BREAKER FOR FREEZING CLIMATES TP-1 TRAP PRIMER PRECISION PLUMBING PRODUCTS, INC. MODEL # OREGON #1 TP SHALL BE ALL BRONZE WITH REMOVABLE OPERATING PARTS INTEGRAL VACUM BREAKER AND GASKETED THREAD COVER. P-1 RECIRCULATION PUMP GRUNDFOS #UPS 15-35 SFC SEE NOTE #8 BELOW FOR TIMECLOCK INFO. SW-1 WATER SOFTENER SYSTEM INSTALLED BY CONTRACTOR, SEE ELGE DETAIL ON THIS SHEET FW-1 FILTERED WATER SYSTEM INSTALLED BY CONTRACTOR, SEE ELGE DETAIL ON THIS SHEET NOTES: 1. NATIONAL ACCOUNT CONTACT: TOM KOPFLER @ FERGUSON ENTERPRISES, INC. 714-231-7524 2. PROVIDE ALL CARRIERS AND SUPPORT MATERIALS REQUIRED FOR A SOLID, SECURE INSTALLATION. 3. PROVIDE ALL DRAIN COVERS, ESCUTCHEONS, AND MISCELLANEOUS TRIM ITEMS FOR A NEAT APPEARANCE. 4. ALL MOUNTED HEIGHTS SHALL BE VERIFIED WITH THE ELEVATIONS SHOWN ON THE ARCHITECTURAL PLANS. 5. ALL SUPPLIES SHALL BE CHROME PLATED. 6. COVER ALL DRAINS AND WATER PIPING UNDER SINKS, LAVATORIES AND COUNTERS DESIGNATED FOR USE BY THE HANDICAPPED. 7. ALL DRAINS AND CLEANOUTS SHALL BE PROVIDED AND INSTALLED AS REQUIRED AND AS SHOWN. DRAINS SHALL HAVE CAST IRON BODIES WITH SCREWED OR CAULKED CONNECTIONS OF THE SIZES AND TYPES SHOWN AND SPECIFIED. PROVIDE DEEP SEAL CAST IRON "P" TRAPS ON ALL FLOOR DRAINS CONNECTED TO THE SANITARY SEWER. 8. SET TIMER FOR RECIRC PUMP. SET TIMER TO TURN "OFF" AT 11:00 P.M. AND TURN "ON" AT 4:00 A.M. 9. USE WALL STANDOFFS TO SECURE DRAIN LINES UNDER EQUIPMENT. ALLOW 6" CLEARANCE FROM FLOOR FOR CLEANING. 10. PROVIDE LOCKING STRAINERS FOR SINKS WHERE REQUIRED. 1-114" GAS LINE MANUAL BY-PASS VALVE (NORMALLY CLOSED) TYP. 1" FILTERED WATER TO FIXTURES 3/4' 140" HW TO DISHWASHER ONLY FW 2" CW- I 3/4" HW RETURN i - - - -� 1-11T 110" TW I HOUSE KEEPING PAD, REFER TO ARCHITECTURAL NOTE: ELGE PERFORMS THE WATER TESTING. IF A TEST HAS NOT YET BEEN COMPLETED: 1. CONTACT KERRY MASON FOR A SAMPLE KIT - (617) 782-4300 OR (617) 719-7264 2. THE TEST RESULTS WILL REQUIRE A SITE SPECIFIC FILTER SYSTEM 3. THE HOUSEKEEPING PAD CAN BE ADJUSTED SMALLER IF A SMALLER SYSTEM IS USED. OPTIONAL EXTENDER ROOF � r CONCENTRIC TERMINAL PER MANUFACTURER'S RECOMMENDATIONS FLUE VENT AND AIR FLUE MUST BE SUPPORTED EVERY 3' VERTICALLY AND 5' HORIZONTALLY 4" FLUE VENT FW 4" COMBUSTION AIR FLUE THERMOMETER 1112" (TYP`) T I I n n IHf�l ALL HORIZONTAL HOT AND COLD WATER LINES P- SHALL BE INSTALLED AS HIGH AS POSSIBLE. 314" CAP \ FILTER SYSTEM RE: 01/1`311 (MV TA DRAIN VALVE (NC) DIRT LEG (TYP.) ---.-- 3/4' EXPANSION TANK ET-1 RELIEF DRAIN LINES AND CONDENSATE DRAIN LINES SHALL BE LOCATED BEHIND WATER HEATERS (TYP) HEATE FLOOR SINK GAS COCK (TYP.) DI -ELECTRIC UNIONS (TYP.) LOW TEMPERATURE SENSOR CONNECTION if- POINT GAS FIRED HOT WATER HEATER MARK LOCATION INPUT MBH GAL/HR @ 100"F RISE STORAGE CAP MANUFACTURER REMARKS HWH-1 RECEIVING 199.9 230 100 A.D. SMITH MODEL: BTH-199 * PROVIDE CONCENTRIC VENT TERMINATION KIT, SET TEMPERATURE TO 140"F WATER HEATER SHALL BE LABELED & INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WATER HEATER SHALL MEET ASME & SCAQMD RULE 1146.2 LOW Nox. A COPY OF THE INSTALLATION INSTRUCTIONS & RATINGS SHALL BE LOCATED ON THE JOB SITE. UNITS SHALL BE UL LISTED & MEET ASHRARES 90.1-1992. PURCHASE DIRECTLY FROM AA. SMITH NATIONAL ACCOUNT PUMPS MARK LOCATION SERVICE GPM HEAD (FT.) MOTOR DATA RPM TYPE MANUFACTURER REMARKS HP VOLTS PH CYC. P-1 RECEIVING DOM. HW 16 13 1120 115 1 60 2800 INLINE GRUNDFOS MODEL: UPS 15-35 SFC NOTE: SET TIMER FOR RECIRC PUMP. SET TIMER TO TURN "OFF" AT 11:00 P.M. AND TURN "ON" AT 4:00 A.M. EXPANSION TANKS MARK LOCATION SERVICE CAPACITY (GAL.) MAX PRESS (PSI) SIZE (APPROX.) MANUFACTURER REMARKS ET-1 RECEIVING DOM. HW 4.5 150 15"Hxl V0 PROFLO PFXT12 ASME T & P RELIEF VALVE FULL SIZE DISCHARGE TO FLOOR SINK. (TYPICAL) OF EACH RELIEF LINE DI -ELECTRIC UNIONS (TYP.) DRAIN COCK (TYP.) 0 DRAIN VALVE (NC) HOUSEKEEPING PAD REFER TO ARCHITECTURAL FACTORY INSTALLED CONDENSATE DRAIN CONNECTION. REFER TO 031P311 1. NOT USED, 2. WATER LINES FOR FILTERED WATER SYSTEM SHALL BE INSTALLED IN WALLS WITH STUB OUTS IN ACCESSIBLE LOCATIONS. CONTRACTOR TO COORDINATE DIMENSIONS WITH MANUFACTURERS REQUIREMENTS. ALL EXPOSED WATER LINES SHALL BE LABELED WITH FLOW ARROWS AND LABELS. 3. DETAIL IS SCHEMATIC ONLY, REFER TO P111 FOR ARRANGEMENT OF EQUIPMENT. 4. PROVIDE BACKFLOW PREVENTERS AS REQUIRED BY THE HEALTH DEPARTMENT AND THE LOCAL AUTHORITY HAVING JURISDICTION.. BUILDING WALL COOKING EQUIPMENT ELBOWS AND FITTINGS BY PLUMBER GAS CONNECTION ON COOKING EQUIPMENT GENERAL CONTRACTOR NOTE: GAS PRESSURE REGULATOR TO BE SU ?LIED �r CtC, ic;tQiiir. SEE PROVIDED SPEC SHEETS AND INSTALLATION MANUAL FOR APPROVED APPLIANCE GAS LINE PRESSURE SPECS, ETC. INSTALLED BY QUALIFIED PLUMBER. 04 QUICK DISCONNECT DETAIL SCALE: NTS GAS QUICK -DISCONNECT WITH DOUBLE SWIVELS. DISCONNECT HOSE PROVIDED BY K.E.C. AND INSTALLED BY PLUMBER SHUT-OFF VALVE BY PLUMBER GAS PIPE FLOOR MOUNTED GENERAL CONTRACTOR NOTE: CONSULT LOCAL GAS COMPANY, ABIDE BY LOCAL CODES. GAS SERVICE SHALL BE INSTALLED BY A CERTIFIED GAS LINE INSTALLER. IF ADDITIONAL GAS PRESSURE IS REQUIRED, G.C. TO ENSURE IT IS INSTALLED PARALLEL TO WALL AND NOT TO INTERFERE WITH KTICHEN EQUIPMENT CLEARANCES AND DIMENSIONS. RESTRAINING CORD TO BE SECURED ---"x" TO INALL BLOCKING, S T Uu OR GAS MANIFOLD BY PLUMBER (INCLUDED WITH KIT BY K.E.C.) *Nutter of w abMs h1swIed 3Inch Pips mum Fad (Meters) 4Inch fte Maximum Feet (Meters) Bite (1) 45 Feet (13.7 meters) 115 feet (35A ttmolm) T (2) 40 fit (12.2 meters) 11(f feet (33Z Meters) 'E E --- ( 35 €mot (10.7 e>v-ters) 1 M f� (32.0 n--�ers) Fotw (4) 30 fed (9.1 ttofam) 1 Go fed (30.5 M&M-) Fm (5) 95 feet ( meters) Six {63 1 90 feet (27A meters) ' Numbw of 9W Ebaum histailled 4 hich PW Mwdmum Fit ) 6 Inch Fjpe Umdmum Feet (Metem) (1) 65 feet (19.8 t eiers) 115 M (35,£II meters) Two (2) 60 trot (13.2 met ) 110 W (33Z metes) T11:-- p) 55 li�!a (1 n--?-s) 'ie5 fed (n0 rret�) Facer (4) so That (15.2 motam) I no fed (30.5 mks) Five (5) 45 16ot (13.7 meW 95 .t1 mo1m) Six (6) 40 feet (122 meters) 1 90 feet (27A m ) MWAI i. M rirmii wo 90- el b= albuzd fort a wd'Won,%p1wIs four (4) whffl ' Wiyjffmjm Pik etbe' of W ebm t %vd W #i!l�3` want [ wA) ii Sip ? 7S em (6). 1w&ft 3 iaaolr pipe and sN M when balallkV 4 kxb p7 Maxin€nn rRin r of kftdfmm nwaher rs3OW ellz= alln 7 on the Wake alrpt;e Is six M Two (2) elbaws allwad for Irtaba air pdpe is fbur(4) when ir4kallikV 3 bich pipe and six Q 45' ebom equa one (1) 9V elhom wharit Iih:~lalling 4 1 a ch pipe. IW� (2) 451 eitows eat one (1) ' ellaom I�CGVffff CAP. CI rY a '%.. •a. t. r 3 � � `a k`w ��''. d$# Imminimiris. � •*a �rs � 1�r�" 0 .=%man Im ;.�., a aaa an Imm f' ;y � man•. man Add W €o mr,r del mv-6er when ordeergASLM Vlach xa lgassupply pressure for 120-2M iM " W.0 nafural gas 1•r Wf propxxL &1aYr wm gay supply Vessure for-1 0-= it}A"Wa imfucal gas 12W W Q Ar rae- Se&M reg*e€ ntm 120 M%066i7, Blo%w =Anus FL,19nker4.0AMps F€VMdAm t2411 www.hotwater.com ftpUfS ACISCG10200 WATER HEATER I STOP AND A COLLAR STATIC IL CLOSURE TO LINKSEAL. ILEEVE 05 PIPE THRU WALL PENETRATION SEAL DETAIL SCALE: NTS PVC EXHAUST SYSTEM FURNISHED BY CONTRACTOR PVC ELBOW WITH CONDENSATE TAP AND WATER HEATER CONNECTION PROVIDED BY THE MANUFACTURER WITH THE WATER HEATER GC TO PROVIDE PVC TRANSITION FITTING BETWEEN 1/2' CONDENSATE TAP AND 3/4" PVC CONDENSATE DRAIN SYSTEM. FACTORY INSTALLED CONDENSATE TRAP CONDENSATE DFRAIN LINE CONNECTION CONDENSATE DRAIN LINE FIELD INSTALLED POURED IN PLACE CONCRETE PAD. INDIRECT DRAIN CLEANOUT PLUG SHOULD FACE TOWARDS THE FRONT OF THE WATER HEATER FOR SERVICE ACCESS 03 EXHAUST CONDENSATE DETAIL SCALE: NTS DRAIN 17 78 6 & 5 6 11 11 y y 0 � t E CV E yi i R i B 10 2 v`l 2"C Ci4li'iSS 30 FLE I £ E 8 E I 4 POD WATER RLTER SYSTEM NU StALE ELGE PI. mBiNC & HEAMM0 M, INC P.O. BOX 57 43 SUMMER ST SOMERVI�" MA 021 I Im (61 IF (617) GM 01 COLD WATER FILTRATION DIAGRAM SCALE: NTS ! r t1i1 L'�Y'. A�b3Etiitdi'.�"� 1 1 AS��`Dl:�° RtfF�i-4E � � 3/4-0/4- tee a:f�� a 4 FiL"i'Eii T �� � Wit. u��f�f sires 0 U -6-9 2 U -00 N (] O N Z L _0 o '3 0 UN H O C `c 'V O O '2 O T N h � m c ' a0 a� N O T o �, o .a) �C U m '5 HOC O) j N 0 0 3 0 o �� �o� *_ m .y -O C 6 U - � .E o (D :~ d5 �: Lo --0 .9L tU o, U = 6 Q U , E oS U- c 8° L a N 0 E C- z° 0 '3 Q o C3 0 U -o U N a- `O W�ffw Engineers, Inc. 760 Creel Drive Wood Dale, IL 60191 Tel. 6301595-8800 Fax 630/595-8818 www.WCWengineers.com NO RF-VISION 13S De FOR P I v� Ego re �a s/2015 Date EXPIRES 10/0 Expiration Date 0 W 06 W n ry O IA REVfEWED FOR 0 CODE COMPLIANCE W APMOVED w JAN 0 5 2016 rr nn �VJJ V J City Of T"tlW12 BUILDING DIVISION LO r O .:2uc}Vr-D CITY OF TUrW1EA co OCT 0 9 2015 PERMIT CENTER � DRAWN BY: CHECKED BY: AWST INITIALILAST NAME SK PROJECT NUMBER 2007855013 SHEET NUMBER 311 Plumbing Details & Schedules C CD 02 GAS WATER HEATER / WATER SYSTEM PIPING DIAGRAM o SCALE: NTS DATE OF THIS PRINTING - Oct 08, 2015 j