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Permit PG15-0136 - TWIN PEAKS - PLUMBING AND GAS LINES
'TWIN PEAKS 17920 SOUTHCENTER PKWY PG15-0136 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 Parcel No: 3523049123 Permit Number: PG15-0136 Address: 17920 SOUTHCENTER PKWY Issue Date: 4/15/2016 Permit Expires On: 10/12/2016 Project Name: TWIN PEAKS Owner: Name: MADISON INVESTMENTS LLC Address: P 0 BOX 1922, BOZEMAN, CO, 59771 Contact Person: Name: ALEX KANAPILLY Address: 3333 S BANNOCK ST, STE 340, ENGLEWOOD, CO, 80110 Contractor: Name: TUMYA PLUMBING CONTRACTOR, LLC Address: 4410 HAMMERSLEY WAY NW, OLYMPIA, WA, 98502 License No: TUMYAPC880JR Lender: Name: Phone: (303) 886-6219 Phone: (360) 878-0601 Expiration Date: 4/19/2016 Address: , , , DESCRIPTION OF WORK: INSTALLATION OF NEW PLUMBING AND GAS LINES FOR NEW RESTAURANT Valuation of Work: $215,000.00 Fees Collected: $1,366.57 Water District: HIGHLINE 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 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signature: 6C/l ` Date: �5�� 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 Name: VIA JA This permit shall come 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 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 TUKF A Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wNA,w.Tukwi]aWA.gov 1NPlumbing/Gas Permit No. V Ot Project No. Date Application Accepted: Date Application Expires: 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" ' - YbV SITE LOCATION King Co Assessor's Tax No.: Site Address: 't'�� ✓ Suite Number: 1 Tenant Name:-Zt/,/, New Tenant: PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON - person receiving all project communication Name: a•-� C2 t Address: City: J , -3, State: &-J A- Zip: Q p Z Phone: -Tor-Fax: ?�l� Email: ✓•1 e; aCa�+�,(_c�ga ,Eck C Valuation of Project (contractor's bid price): $C/1)" OUCH Floor:_ ®`....Yes El.. No PLUMBING CONTRACTOR INFORMATION Company Name: —� 1 I.� cM Ya Lin ✓N n � Address: City: am M State: Zip: , Phone: Fax: Contr Reg No.: -r Exp Date: Q ^t9-aQ Tukwila Business License No.: Scope of Work (please provide detailed information): C-rrt>-%J wur L -r^ T'rLv— A r c,,� i— \_-, A- . Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 l.docx Revised: August 2011 Page 1 of 2 bh Indicate MIlQf pJubiftt'fixtures and/or piping outlets being installed and the quantit} �w: - i fy, Fixture Type , • f Qty Bathtub or combinatio; bath/shower Dishwasher, domestic with • J independent drain Shower, single head trap Sinks I Rain water system — per drain (inside buiing� Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections 1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head Lavatory✓ 2J Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective devic other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type cease 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 J to Fixture Type Qty Dental unit, cuspidor Floor drain Rece 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 gas Each lawn sprinkler system on any one meter including backflow protection devices c5nTitr— PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Date: d q — /r Print Name: 3 ^� u� Cz �w 1 Day Telephone: >C110) Mailing Address: PO Go - 1tM rn W''' ,city State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTlumbing Permit Application Revised 8-9-11.docx Revised: August 2011 Page 2 of 2 bh CITY OF TUKW1. Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 �'' http://www.Tukwi]aWA.gov l� Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: is 0 �n T 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.: 352304-9123 Site Address: 17920 Southcenter Pkwy Tenant Name: Twin Peaks - Tukwila PROPERTY OWNER Name: Stovetop Restaurant Group Address. 9327 Piperhill Drive SE City: Olympia State: WA Zip: 98513 CONTACT PERSON — person receiving all project communication Name: Alex Kanapilly Address: 3333 S. Bannock Street Suite 340 City: Englewood State: CO Zip: 80110 Phone: (303) 886-6219 Fax: Email: alex@precisiondsllc.com Suite Number: Floor: New Tenant: 0 .....Yes ❑ ..No PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 02 1 0 O 0 Scope of Work (please provide detailed information): Installation of new plumbing and gas lines associated with the new building. Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: 7�xca. M A-2 Sewer: Tir6J-rc.4 H:\Applications\forms-Applications On Line\201 I Applications\Plumbing Permit Application Revised 8-9-1 l.docx Revised: August 2011 Page I of 2 bh Indicate type of plumbing fixtures and/or ,D-s piping outlets being installed and the quantity .glow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, sin le head trap Sinks 19 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections 1-5 Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory 3 Urinal 2 Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric- 2 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 7 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 Fixture Type Qty Dental unit, cuspidor Floor drain 6 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific 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 OWNER OR AUTHORIZED AGENT: Signature: iG`r— Date: 11/20/2015 Print Name: Brad Clawson Day Telephone: (303) 501-9272 Mailing Address: 9327 Piperhill Drive SE Olympia WA 98513 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS PermitTRAK 1 $1,117.76 PG15-0136 Address: 17920 SOUTHCENTER PKWY Apn: 3523049123 $1,117.76 GAS $125.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $51.12 PERMIT FEE R000.322.100.00.00 0.00 $0.88 PLAN CHECK FEE R000.322.103.00.00 0.00 $41.00 PLUMBING $939.70 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $851.20 PLAN CHECK FEE R000.322.103.00.00 0.00 $56.00 TECHNOLOGY FEE $52.56 TECHNOLOGY FEE R000.322.900.04.00 0.00 $48.41 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT:R8225 R000.322.900.04.00 0.00 $4.15 $1,117.76 Date Paid: Friday, April 15, 2016 Paid By: ALEGIA CORPORATION Pay Method: CREDIT CARD A61570 Printed: Friday, April 15, 2016 3:05 PM 1 of 1 0?W SY57EM5 DESCRIPTIONS• QUANTITY PermitTRAK PAID $8,038.96 D15-0293 Address: 17920 SOUTHCENTER PKWY Apn: 3523049123 $6,957.06 DEVELOPMENT $6,707.06 PLAN CHECK FEE 13000.345.830.00.00 0.00 $6,707.06 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 EL15-1018 Address: 17920 SOUTHCENTER PKWY Apn:3523049123 $486.66 ELECTRICAL $486.66 PLAN CHECK FEE R000.345.832.00.00 0.00 $486,66 M15-0156 Address: 17920 SOUTHCENTER PKWY Apn: 3523049123 $346.43 MECHANICAL $ 346.43 PLAN CHECK FEE R000.322.102.00.00 0.00 $346.43 PG15-0136 Address: 17920 SOUTHCENTER PKWY Apn: 3523049123 $248.81 GAS $83.88 PLAN CHECK FEE R000.322.103.00.00 0.00 $83.88 PLUMBING $164.93 PLAN CHECK FEE R000.322.103.00.00 TOTAL FEES •A •..•• 0.00 $164.93 $8,038.96 Date Paid: Friday, November 20, 2015 Paid By: JB CLAWSON Pay Method: CREDIT CARD 04897D Printed: Friday, November 20 2015 2:38 PM 1 of 1 - - �a � sYsrri,ts. INSPECTION RECORD �y Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Ty of Inspection: Address: i MT� � lc,: Date Called: Special Instructions: Date Wanted a 6 a.m. Requester: Phone No: !1 Ilnspector: 1/—+'; / IDate: cl- 7 —/� I ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ar (6) INSPECTION RECORD 1 15 �01� Retain a copy with permit IN ECTION 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: Ty,e of Ins ection: N C >✓ L- Address: P Date Called: VW � Special Instructions: Date Wanted- a.m. q /Z Requester Phone No: Inspector: fate:q-2--iI6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 07 IVA INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: -7�zJ kS Tyne of Inspection: Rumam'(1 n%►L Address: Date Called: 12o Special Instructions: Date Wanted* Requester:�A/ Phone No: 266-- -3a 7 Inspector: Date: r El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 01 Retain a copy with permit I CTION 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: Tyne of Inspection: Address: Date Called: Special Instructions: Date Wa to p.m. lRequestef: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: a r 2 c6 s . ea. �, A c << "p-- w GtJr�yr a 4/� ic( r- �S-� 61 • �e, I e � cl4�r 3 rr� f rr� Z ai AtAd1, f 1 V er E� ceG/- l O Y l- a 1 � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cakl to schedule reinspection. La rr �Cr ve-I G'LSr e—C.y—f Q k M P& IS' 3 �e INSPECTION RECORDCA)- Retain a copy with permitFi'6— INSPEMON 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\'✓r Type �Inspecti qJ Address: Date Called: Special Instructions: .nqj �' ice( Date Wa ted: a.m. p.m. 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. I'A INSPECTION RECORD p��._,0 (3� 1 -- � P) i Retain a copy with permit 1 INSPIrTION 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 Pr 'ect:il `/� �� ruV ` Type Inspection: �- G t- A'd ate Calle Special Instructions: P�( ate aanntte—d: a.m. J p.m. _ uester<. > Re Dov !, f Phone No: „Approved per applicable codes. 11 Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP TION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20 ) 431-3670 Permit Inspection Request Line (206) 438-9350 A 0 k--X- Project: r Lt�O ki Per,(- (ey Type o Inspection' AddreZrn G G nrAZU date Called: Special Instructions: r" Date Wnted� � a.m. pm. Requester: Phone No: IInspector: k/ IDate: 7`5 / !,, I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. H INSPECTION RECORD �f'6i3 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206 431-367� Permit Inspection Request Line (206) 438-9350 Project: rri IA. Typ f Inspection: Address: (( 1 � ff Date . CaIIe Special Instructions: J! Date Wanted: a.m. " zQr""( p.m. Requ ster: Phone No: (Inspector: (Date: L(- 20 16 ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ES-009 Job Name Twin Peaks Job Location 17920 Southcenter Parkway Engineer Bill Fortunato Approval Series 009 Reduced Pressure Zone Assemblies Sizes: '/4" - 2" Contractor Approval — Contractor's P.O. No. Representative FEB 0 3 2016 fivt\��ru'x r—j PUBLtC WORKS �z 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'/a" - 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 installation clearances • Replaceable seats for economical repair • Bronze body construction for durability'/4" - 2" • Ball valve test cocks — screwdriver slotted'/4" - 2" • 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 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: USC; ASSE Std. 1013; AWWA Std. C511-92; CSA B64.4. Shall be a Watts Series 009 009QT-S j` r'_ _ 009M2QT Test Cock No. 3 Test Cock No. 4 Ball Type Test Cocks Test Cock No. 2 < t 7�.� ram: t r Second First Check Check Module Module Assembly Assembly "D FOR R.P. Zone a'I 0CDE CokuiYplalt'i[VMIti Relief Valve Assembly j FEB 16 2016 Now Avail le WattsBox Insulated nclij v" For more information, send for limEll)MMOIN Inquire with governing authorities for local i t�i�Ii��® requirements (C CITY OF TUKWILA CORRECTION 1 TR# FEB Ol 2016 tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. FGI!;Qp U1 5W PERMIT CENTER Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, u��'���® 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. 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 (1/2" - 2"). Series 0090T furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Pressure / Temperature Series 009'/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. G & Ca e �5, 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 BRAIN OUTLET DIMENSIONS WEIGHT for 909, 009 and 993 sizes A B in. mm in. mm in. mm lbs. kgs. 909AGA '/4"—'/z" 009, 'h 13 2% 60 3'/s 79 0.625 0.28 3/4" 009M2/M3 909AGC 3/"-1" 009/909, 1 25 31/ 83 4'/s 124 1.5 0.68 1 "-1'/" 0091V12 909AGF 1'/4"-2" 0091V11, 2 51 4% 111 63/4 171 3.25 1.47 1'/4<"-3" 009/909, 2" 009M2 4"-6" 993 909AGK 4"-6" 909, 3 76 6% 162 9% 244 6.25 2.83 8"-10" 9091VI1 909AGM 8"-10" 909 4 102 7/e 187 11'/4 286 15.5 7.03 909ELA '/"-'/2" 009 3/" 009M2/M3 — — — — — — — — 909ELC 3/"-1 " 009/909 — — 2% 60 2% 60 0.38 0.17 ' 909ELF 1'/4"-2" 009M1, — — 3% 92 3% 92 2 0.91 1'/4"-2" 009/909, 2" 009M2 4"-6" 993 ` 909ELH 2'/z"-3" 009/909 — — — — — — — — Vertical . Epoxy coated Dimensions and Weight:1/4" - 2" 009 0091/4" - 2" SIZE i i DIMENSIONS in. A in. mm in. B mm in. C mm D in. mm L in. mm M in. mm in, N mm ft. kgs. 'A 10 250 4% 117 3% 86 11/4 32 51/2 140 2% 60 2'/2 64 5 2 % 10 250 46/8 117 3% 86 1'/4 32 5'/2 140 2% 60 21/2 64 5 2 1/2 10 250 4% 117 3% 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 11/2 38 63/4 171 Vi6 81 23/4 70 6 3 1 14/2 368 51/2 140 3 76 21/2 64 91/2 241 33/4 95 3 76 12 5 11/4 17% 441 6 150 31/2 89 21/2 64 11% 289 47/6 113 3'/2 89 15 6 1'/2 177/8 454 6 150 31/2 89 21/2 64 11'/8 283 47/8 124 4 102 16 7 2 21 % 543 1 73/4 197 41/2 114 31/4 83 1 131/2 343 51 /16 151 5 127 30 13 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25" Capacity Performance as established by an independent testing laboratory. *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa si '/a" 0090T kP 1 %" 009M20T p 138 20 117 17 96 14 76 1 55 8 35 5 Ap 0 .25 a P. 172 25 138 20 103 15 69 10 35 5 1 1.17 gpm 0 0 .60 .75 0 .95 1.9 2.9 3.8 4.5 Ipm Ap 0 10 20 30 40 50 60 70 80 gpm 0 38 kPa psi 3/s" 0090T 138 20 117 17 96 14 76 11 55 8 35 5 AP 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm kPa 172 psi 25 %" 0090T 138 20 103 15 10 69 35 5 Ap 0 1 2.5 5 7.5 10 12.5 15 gpm 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 6j--�-�- 0 0 [� 02 6 AP 0 7.6 23 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 * 3/a" 009M3QT 10 14 18 22 26 30 34 38 42 46 gpm 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps * 1 " 009M20T AP 0 5 10 20 30 40 50 60 70 80 gpm 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 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 76 114 152 190 5 7.5 10 1.5 2.3 3.0 Nu 009M20T 228 266 304 Ipm 15 fps 4.6 mps 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 psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 2"009M2QT AP 0 20 40 60 80 100 120 140 160 180 200 gpm 0 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 ��eUiL D/n,C � MfMe6P II: USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca 0 2013 Watts ES-009 1318 MICRO MATIC rower rack REAVNED FOR 4DE COMPLIANCE i« APPROVED +I�t I'll_ FEB 16 2016 CitY Of Tuknrila BUILDING DIVISION CE Declaration of Conformity. • Engineered by beer -industry experts for performance and value. • Digital thermostat for accurate glycol bath temperature. • Space saving compact dimensions. • Low noise, quiet running performance. f/rr/■ � ■N1f/ �. rrr/rf ( rfrr/r (rrrr■ ii•iiiriiii ■r�/Rrfr/��'� Mr:rr//fsi/r r A/���Rl'i ///•r•ffr/Ri rrr/••���// JRRf �jearr /rrf�p//r•�j rrer ,.nfir/I MMPP4300-SF FILE RECEIVED FEB 08 201Q TUKvytLj-, PUBUC WORKS •Ir�lrrrr• 1�IPil rw•Rr ••1 �JI �f:i MnHE TION Lfft a RECEIVED CITY OF TUKWILA FEB 012016 PERMIT CENTER I>G [s--- 0 1 3(p Job Number, . �. — _ �_ _--.—.... -- -- Location:.. .— —..— - -- --- — -- r sp��li fi¢Ao s Micro Matic reserves the right to chonge specifications without notice. I AutoQuotes Part No. Description Shipping Weight Box Dimensions MMPP4300 Sf Air Cooled 43 kg 762mm L x 584mm W x 610mm H 93 Ibs 30"L x 23"W x 24"H eratiaa [ erfomiance Compressor BTU per (tour Plug Type (NEMA #) Voltage Running Refrigerant Charge Bath Capacity Pump Type Inlet John Guest: Outlet John Guest- 1;. li"Jil7il 406mm 16" 1 00% 1 /3 HP 3047 5-15P 115 50OW R-134a TBD 17 litre (4.5 Gallons) Vertical 9.52mm 11/2" O.D.) 9.52mm (1/2" O.D.) TOP �- 597mm 23 1 /2" FRONT f ■Do 597mm 23 1 /2" SIDE �- 406mm 16" 388mm 15 1/4" 0 MICRO 1►A A'r''�+ Toll Free: 1-(866) 327-4159 - c- a 19791 Bahama Street 10726 North Second Street 2364 Turbine Court 4601 Saucon Creek Road Northridge. CA 91324 Machesney Park, IL 61115 Brooksville, FL 34604 Center Valley, PA 18034 Tel. (819) 701-9765 Tel. (815) 968-7557 Tel. (352) 799-6331 Tel. (610) 625-4464 Fax. (818) 701-9844 Fax. (815) 968-0363 Fax. (352) 796-2429 Fax. (610) 625-4466 January 25, 2016 Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Twin Peaks Tukwila WA Permit PG15-0136 17920 Southcenter Parkway To whom it may concern, Below are responses to correction comments requiring a response for the above referenced project. Building Department Plumbing Comments 1. Drain waste plan specifies Studor valves. AAV (Studor) vents are not allowed in Tukwila. All venting shall extend through the roof. 2012 Uniform Plumbing Code (UPC) allows island vents. (2012 UPC Section 909.0 SPECIAL VENTING FOR ISLAND FIXTURES) Changed requirements on waste/vent isometric to require island venting for bar area instead of AAVs. ge machines or beverage dispensers (two independent check 2. Show Backllow preventer for carbonated bevera valves with a vent to the atmosphere). These devices operate under intermittent or continuous pressure conditions. Commercial dishwashing machines shall comply with the applicable standards referenced in Table 1401.1. 414.2 Backflow Protection. The water supply connection to a commercial dishwashing machine shall be protected by an air gap or a backflow prevention device in accordance with Section 603.3.2. Section 603.3.5, or Section 603.3.6. Provide this information on the plumbing plans as it applies. (2012 UPC Table 603.2 & 414.1 } Added key note 7 to plan P2.02 specifying dish washing machines to be preceded by backflow preventers BFP2. PW Department Plumbing Comments 1. Plumbing plan sheet PO.01 shows BFPI — Backflow Preventer to be a 2-1/2" Watts model no. 007 & shows BFP2 — Point -Use Backflow Preventer to be a 1 /2" Watts series 3. Verify sizes and model numbers as Plumbing plan sheet. P4.01 shows BFP-1 — Backflow Preventer to be a 2" Wilkins model no. 975XL — RPBP. Corrected specifications of backflow preventers to conform across the drawing, as well as to account for comment #3. 2. Show and label BFP-2 on a Plumbing plan sheet including size. make and model number. Added to drawings as key note 6&7. Make and Model are provided in plumbing equipment schedule, and size is per key notes to match pipe connection to equipment. RECEIVED CORRE TION CITY OF TUKWILA LT R# 0PG1 Sep 0 13 FEB 01 2016 10495 S. PROGRESS WAY, SUITE 202: PARKER, COLORADO 80134 : PHONE 303.646.4770 : FAx 303.646P CENTER 3. Submit a cut sheet for both Backflow Devices and circle each device to be installed. Verify that backflow devices are approved by the Washington State Department of Health Backflow Prevention Assembly as listed on the Washington State approved list. Provided with resubmission; provided on sheets previous used for showing grease trap detail which has been removed per comment #4. 4. Grease interceptor detail shown on plumbing plan sheet P4.02 should be removed. Existing grease interceptor located at the North end of the proposed building will be renovated / cleaned as part of Building permit no. Dl 5- 0293. Outside grease interceptors are not part of Plumbing permits. Removed from plans. Sincerely, John Tinsley 10495 S. PROGRESS WAY, SUITE 202: PARKER, COLORADO 80134 : PHONE 303.646.4770 : FAx 303.646.5623 City of Tukwila Department of Community Development December 22, 2015 ALEX KANAPILLY 3333 S BANNOCK ST, STE 340 ENGLEWOOD, CO 80110 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 15-0136 TWIN PEAKS - 17920 SOUTHCENTER PKWY Dear ALEX KANAPILLY, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I Ix17 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. Drain waste plan specifies Studor valves. AAV (Studor) vents are not allowed in Tukwila. All venting shall extend through the roof. 2012 Uniform Plumbing Code (UPC) allows island vents. (2012 UPC Section 909.0 SPECIAL VENTING FOR ISLAND FIXTURES) 2. Show Backflow preventer for carbonated beverage machines or beverage dispensers (two independent check valves with a vent to the atmosphere). These devices operate under intermittent or continuous pressure conditions. Commercial dishwashing machines shall comply with the applicable standards referenced in Table 1401.1. 414.2 Backflow Protection. The water supply connection to a commercial dishwashing machine shall be protected by an air gap or a Backflow prevention device in accordance with Section 603.3.2, Section 603.3.5, or Section 603.3.6. Provide this information on the plumbing plans as it applies. (2012 UPC Table 603.2 & 414.1) PW - PG DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1. Plumbing plan sheet P0.01 shows BFP1 — Backflow Preventer to be a 2-1/2" Watts model no. 007 & shows BFP2 — Point -Use Backflow Preventer to be a 1/2" Watts series 3. Verify sizes and model numbers as Plumbing plan sheet P4.01 shows BFP-1 — Backflow Preventer to be a 2" Wilkins model no. 975XL — RPBP. 2. Show and label BFP-2 on a Plumbing plan sheet including size, make and model number. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 3. Submit a cut sheet for both Backflow Devices and circle each device to be installed. Verify that backflow devices are approved by the Washington State Department of Health Backflow Prevention Assembly as listed on the Washington State approved list. 4. Grease interceptor detail shown on plumbing plan sheet P4.02 should be removed. Existing grease interceptor located at the North end of the proposed building will be renovated / cleaned as part of Building permit no. D15- 0293. Outside grease interceptors are not part of Plumbing permits. 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, c g' k -�C� Bill Rambo Permit Technician File No. PG15-0136 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORQ COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0136 DATE: 02/01/16 PROJECT NAME: TWIN PEAKS SITE ADDRESS: 17920 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: (� rT- v J "" Cr Building Division Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 02/02/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DUE DATE Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 03/01/16 IM8120is eERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0136 DATE: 11/24/15 PROJECT NAME: TWIN PEAKS SITE ADDRESS: 17920 SOUTHCENTER PKWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DE PARTMENT : m t Building Division 6 Fire Prevention ❑ Planning Division ❑ XC OV41z, V-0-(SWorks ow Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 11/24/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/22/15 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: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: littp:/../Nipk7w.TLLkwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 01/26/2016 Plan Check/Permit Number: PG15-0136 7 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: Twin Peaks Project Address: 17920 Southcenter Parkway Contact Person: Alex Kanapilly Summary of Revision: See attached response letters. Phone Number: (303) 886-6219 RECEIVED CITY OF TUKWILA FEB 012016 PERMIT CENTER Sheet Number(s): All as Clouded "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 121/ Entered in Permits Plus on to H: ApplicationsTorms-Applications On Line,2010 Applications.7-2010 - Revision Submittal.doc Revised: May 201 1 TUMYA PLUMBING CONTRA ` TOR, LLC Home Safety & Health i5=4 Washington State Department -of k-h Labor .& Industries TUMYA PLUMBING CONTRACTOR, LLC Owner or tradesperson Principals GOULD, DEBBIE LYNNE, PARTNER/MEMBER Doing business as TUMYA PLUMBING CONTRACTOR, LLC WA UBI No. 603 185 567 License Espanol. Contact Claims & Insurance 4410 Hammersley Way NW OLYMPIA, WA 98502 360-878-0601 THURSTON County Business type Limited Liability Company Page I of 2 Search L&I A-7. Inc Workplace Rights 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. TUMYAPC880JR Effective — expiration 04/19/2012— 04/19/2016 Bond ................. Wesco Insurance Co $6,000.00 Bond account no. 46wb045862 Received by L&I Effective date 04/08/2014 04/19/2014 Expiration date Until Canceled Bond history Insurance .............................. Security National.lnsurance $1,000,000.00 1htt"e-//capnraln; Aa7a anv/varifv/TlP.tail acnx9TTRT=6n*i1R5567ArT.TC'=TTTMVAPrRR(LTRX.gAW= 4/1sonih PLUMBING SPECIFICATIONS 1.1 SUMMARY: PROVIDE PLUMBING WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO: DOMESTIC HOT AND COLD WATER PIPING SYSTEMS DRAIN, WASTE, AND VENT SYSTEMS PLUMBING FIXTURES AND TRIM AS SHOWN ON THE DRAWINGS FUEL GAS PIPING SYSTEM STORM DRAINAGE SYSTEMS DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, AND SECTIONS IN DIVISION 1 OF THE ARCHITECTURAL SPECIFICATIONS. 1.2 SUBMITTALS: COMPLY WITH PERTINENT PROVISIONS OF DIVISION 1 AND THE ARCHITECTURAL SCOPE. PRODUCT DATA: WITHIN 30 CALENDAR DAYS AFTER THE CONTRACTOR HAS RECEIVED THE OWNER'S NOTICE TO PROCEED, SUBMIT: MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION MANUFACTURER'S SPECIFICATIONS, CATALOG CUTS, AND OTHER DATA NEEDED TO PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. SHOP DRAWINGS AND OTHER DATA AS REQUIRED TO INDICATE METHOD OF INSTALLING AND ATTACHING EQUIPMENT, EXCEPT WHERE SUCH DETAILS ARE FULLY SHOWN ON THE DRAWINGS. STERILIZATION CERTIFICATE: UPON COMPLETION OF DOMESTIC WATER PIPING SYSTEM, THE ADDED PORTION OF THE SYSTEM SHALL BE STERILIZED. UPON COMPLETION THE CONTRACTOR SHALL DELIVER TO THE ARCHITECT TWO (2) COPIES OF AN ACCEPTABLE "CERTIFICATE OF PERFORMANCE" FOR THIS ACTIVITY. UPON COMPLETION OF THE WORK OF THIS SECTION, DELIVER TO THE ARCHITECT FOUR (4) COPIES OF ALL SHOP DRAWINGS (EQUIPMENT AND FIXTURE SUBMITTALS), OPERATION AND MAINTENANCE MANUALS AND AS -BUILT (RECORD) DRAWINGS. ALL MANUALS SHALL INCLUDE A MAINTENANCE SCHEDULE FOR ALL REQUIRED EQUIPMENT (I.E. PUMPS, WATER FILTERS). ALL MANUALS SHALL BE COMPILED IN ACCORDANCE WITH THE PROVISIONS OF DIVISION 1 OF THESE SPECIFICATIONS. 1.3 QUALITY ASSURANCE: USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. CODES AND REGULATIONS: IN ADDITION TO COMPLYING WITH THE SPECIFIED REQUIREMENTS, COMPLY WITH THE PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION; INCLUDING THE 2006 INTERNATIONAL BUILDING, PLUMBING, FUEL GAS, AND ENERGY CONSERVATION CODES; AND ANY AMMENDMENTS TO ABOVE CODES REQUIRED BY THE LOCAL AUTHORITIES. IN THE EVENT OF CONFLICT BETWEEN OR AMONG SPECIFIED REQUIREMENTS AND PERTINENT REGULATIONS, THE MORE STRINGENT REQUIREMENT WILL GOVERN WHEN SO DIRECTED BY THE ARCHITECT. 1.4 DELIVERY, STORAGE, AND HANDLING: COMPLY WITH THE PERTINENT PROVISIONS OF DIVISION 1. 1.5 GENERAL REQUIREMENTS: WHERE REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL AUTHORITIES. PRIOR TO FINAL ACCEPTANCE, FURNISH THE ARCHITECT/OWNER WITH CERTIFICATES OF INSPECTION AND APPROVALS BY LOCAL AUTHORITIES. BEFORE ACCEPTANCE AND FINAL PAYMENT, DEMONSTRATE THAT ALL APPARATUS ARE FUNCTIONING PROPERLY AND EFFICIENTLY. SYSTEM, MATERIAL, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE. REPLACE ALL DEFECTIVE WORKMANSHIP, EQUIPMENT AND MATERIALS WITHOUT ADDITIONAL CHARGES, INCLUDING REFRIGERANT THAT IS LOST DURING RELATED REPAIRS. PART 2 - PRODUCTS 2.1 PIPE SCHEDULE: DRAIN, WASTE, AND VENT SYSTEM: PVC PIPE, ASTM D 2665, SOLID -WALL DRAIN, WASTE AND VENT PIPING WITH PVC SOCKET FITTINGS COMPLYING WITH ASTM D 2665, SOCKET TYPE, MADE TO ASTM D 3311, DRAIN, WASTE, AND VENT PATTERNS. SCHEDULE 40 CAST IRON PIPING SHALL BE PROVIDED FOR ALL WASTE AND VENT PIPING WITH A RETURN OR SUPPLY AIR PLENUM. WATER PIPING: ABOVE GROUND: PROVIDE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS JOINED WITH LEAD FREE SOLDER. BELOW GROUND: PROVIDE TYPE "K" SOFT ANNEALED COPPER WITH NO SOLDERED JOINTS. INDIRECT DRAINS: PROVIDE TYPE "L" COPPER WITH WROUGHT COPPER FITTINGS JOINED WITH 95/5 TIN -ANTIMONY OR LEAD FREE SOLDER. WHEN SIZE ALLOWS PROVIDE DWV TYPE FITTINGS. PROVIDE LINES FULL SIZE OF ANY EQUIPMENT CONNECTIONS. NATURAL GAS PIPING: PROVIDE SHUT-OFF VALVE DOWNSTREAM OF AND AS CLOSE AS PRACTICAL TO EACH GAS METER. PROVIDE SCHEDULE 40 BLACK IRON PIPE WITH MALLEABLE IRON FITTINGS. PIPING 2" AND UNDER SHALL HAVE SCREWED FITTINGS, 2-1/2" AND LARGER, AND ALL CONCEALED GAS PIPING SHALL BE WELDED. VALVES UP TO 2" SHALL BE BRASS. PROVIDE DIRT LEG, SHUT-OFF VALVE, PRESSURE REDUCING VALVE, AND UNION AT EACH APPLIANCE CONNECTION. UNDERGROUND PIPING SHALL BE PROTECTED AGAINST CORROSION. STORM DRAINAGE PIPING: HUBLESS CAST IRON SOIL PIPE. PITCH HORIZONTAL LEADERS AT 1 /8" PER FOOT FALL IN DIRECTION OF FLOW UNLESS OTHERWISE NOTED. 2.2 MATERIALS: CAST IRON SOIL PIPE AND FITTINGS: FOR COPPER PIPING, PROVIDE WROUGHT COPPER OR DWV TYPE FITTINGS FOR THE APPROPRIATE PIPING SYSTEM. ALL EXPOSED PIPING IN KITCHENS AND OTHER FOOD PREPARATION AREAS SHALL BE COPPER. 2.3 VALVES: GATE VALVES: EQUAL TO WATTS GV SERIES, BRONZE, 200-PSI WOG. GLOBE VALVES: EQUAL TO WATTS GLV SERIES, BRONZE, 200-PSI WOG. BALL VALVES: EQUAL TO WATTS B-600 SERIES, STANDARD PORT, BRONZE. 1/4" - 2" VALVES SHALL BE 600 PSI WOG. 2-1/2" - 4" SHALL BE 400 PSI WOG. 2.4 FLASHING: WHERE PIPES OF THIS SECTION PASS THROUGH THE ROOF, FLASH WITH SEMCO #1100-4 SEAMLESS 4 LB. FLASHING, WITH STEEL REINFORCED "VARI-PITCH" BOOT AND CAST IRON COUNTER FLASHING SLEEVE. 2.5 PIPE HANGERS: WATER PIPING: PROVIDE FEE AND MASON #212 SPLIT RING HANGERS WITH SUPPORTING RODS. PROVIDE SEMCO "TRISOLATORS". SOIL AND WASTE PIPING: PROVIDE FEE AND MASON #212 ADJUSTABLE RING HANGERS WITH SUPPORTING RODS. USE FEE AND MASON #212 RISER CLAMPS AS REQUIRED. 2.6 CLEANOUTS: ZURN Z-1400 "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY, WITH GAS AND WATERTIGHT ABS TAPERED THREAD PLUG, AND ROUND SCORIATED SECURED TOP ADJUSTABLE TO THE FINISHED FLOOR. FINISHED FLOORS: PROVIDE ZURN ZN-11400 WITH APPROPRIATE SUFFIX FOR FLOOR FINISH. FLOORS WITH WATERPROOFING MEMBRANE: PROVIDE "FLUSH -WITH -FLOOR" TYPE CLEANOUTS, WITH ADJUSTABLE WATERTIGHT COVERS AND INTEGRAL ANCHORING FLANGE WITH CLAMPING COLLAR. FINISHED WALLS: PROVIDE ZURN ZS-1469 WITH STAINLESS STEEL ACCESS PLATE AND SCREW. 2.7 TRAPS: FOR LAVATORIES AND SINKS, EXCEPT SERVICE SINKS, PROVIDE LOS ANGELES PATTERN CAST BRASS TRAPS WITH BRASS NUTS. 2.8 WATER HAMMER ARRESTORS: PROVIDE WHERE REQUIRED BY CODE. 2.9 FIXTURES AND EQUIPMENT: PROVIDE PLUMBING FIXTURES, TRIM, AND EQUIPMENT AS INDICATED ON THE PLUMBING PLANS. 2.10 INSULATION: INSULATE HOT, COLD AND RECIRCULATED HOT WATER PIPING WITH 1-IN. THICK FIBERGLASS INSULATION WITH PLENUM RATED JACKET. RUNOUTS UP TO 12 FEET SHALL HAVE 1/2-IN. THICK INSULATION. INSULATION SHALL BE EQUAL TO JOHNS MANVILLE MICO-LOK, WITH A MAXIMUM CONDUCTIVITY OF 0.27 BTU PER IN/HR * SF * degF. COLD WATER PIPING INSULATION SHALL HAVE VAPOR BARRIER. AT ALL HANGER AND SUPPORT LOCATIONS, PROVIDE 8-IN. LONG, 20 GAUGE GALVANIZED IRON INSULATION GUARDS. INSULATION AT THESE LOCATIONS SHALL BE RIGID. PROTECT EXPOSED PIPING FOR ALL ADA ACCESSIBLE FIXTURES WITH INSULATION EQUAL TO TRU BRO. m 0 STORM DRAINAGE PIPING SHALL BE INSULATED WITH 1-1 /2" THICK FIBERGLASS INSULATION WITH VAPOR BARRIER AND PLENUM RATED PVC JACKET. INSULATION SYSTEM SHALL BE EQUAL TO JOHNS MANVILLE MICRO-LOK, WITH ZESTON PVC JACKETING, 30 MIL THICKNESS. VAPOR BARRIER SHALL BE PROVIDED WITH A MASTIC COMPATIBLE WITH PVC, AND TWO LAYERS OF HI-LO TEMP INSULATION INSERTS SHALL BE UTILIZED TO MAINTAIN THE INTEGRITY OF THE VAPOR BARRIER. INSERTS AND JACKET SHALL MEET ASTM E84 FOR MAXIMUM FLAME SPREAD AND SMOKE DEVELOPED RATING OF 25/50. EXPOSED VERTICAL STORM DRAINAGE PIPING SHALL NOT BE INSULATED. 2.11 SLEEVES: WHERE PIPES PASS THROUGH CONCRETE, MASONRY, OR STUD WALLS, OR PASS THROUGH CEILINGS, PROVIDE "SPERZEL" RUSTPROOF "CRETE-SLEEVE" OF THE SIZE REQUIRED. WHERE PIPES PASS THROUGH FIRE RATED PARTITIONS AS DESIGNATED ON THE ARCHITECTURAL PLANS, PROVIDE FIRE SEALS AROUND PIPES, WHICH ARE EITHER UL LISTED OR FM APPROVED. 2.12 OTHER MATERIALS: PROVIDE OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS: EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2 INSTALLATION OF PIPING AND EQUIPMENT: PROCEED AS RAPIDLY AS THE BUILDING CONSTRUCTION WILL PERMIT. THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE. CUT PIPE ACCURATELY, AND WORK INTO PLACE WITHOUT SPRINGING OR FORCING, PROPERLY CLEARING WINDOWS, DOORS, AND OTHER OPENINGS. EXCESSIVE CUTTING OR OTHER WEAKENING. OF THE BUILDING WILL NOT BE PERMITTED. SHOW NO TOOL MARKS OR THREADS ON EXPOSED PLATED, POLISHED, OR ENAMELED CONNECTIONS FROM FIXTURES. TAPE ALL FINISHED SURFACES TO PREVENT DAMAGE DURING CONSTRUCTION. MAKE CHANGES IN DIRECTION WITH FITTINGS; MAKE CHANGES IN MAIN SIZES WITH ECCENTRIC REDUCING FITTINGS. UNLESS OTHERWISE NOTED, INSTALL WATER SUPPLY AND RETURN PIPING WITH FLAT SIDE OF ECCENTRIC FITTINGS FACING UP. RUN HORIZONTAL SANITARY PIPING AT A UNIFORM GRADE OF 1/4" PER FOOT, UNLESS OTHERWISE NOTED. RUN HORIZONTAL WATER PIPING WITH AN ADEQUATE PITCH UPWARDS IN DIRECTION OF FLOW TO ALLOW COMPLETE DRAINAGE. PROVIDE SUFFICIENT SWING JOINTS, BALL JOINTS, EXPANSION LOOPS, AND DEVICES NECESSARY FOR A FLEXIBLE PIPING SYSTEM, EVEN IF NOT SPECIFICALLY SHOWN ON THE DRAWINGS. SECURELY BOLT ALL EQUIPMENT, ISOLATORS, HANGERS, AND SIMILAR ITEMS IN PLACE. SUPPORT EACH ITEM INDEPENDENTLY FROM THE STRUCTURE. DO NOT USE WIRE FOR HANGING OR STRAPPING PIPES. PROVIDE COMPLETE DIELECTRIC ISOLATION BETWEEN FERROUS AND NONFERROUS METALS. FOR INSULATEDRIPE, PROVIDE SLEEVES OF ADEQUATE SIZE TO ACCOMMODATE THE FULL THICKNESS OF PIPE COVERING, WITH CLEARANCE FOR PACKING AND CAULKING. CAULK THE SPACE BETWEEN SLEEVE AND PIPE OR PIPE COVERING, USING A NON-COMBUSTIBLE, PERMANENTLY PLASTIC, WATERPROOF, NON -STAINING COMPOUND WHICH LEAVES A SMOOTH FINISHED APPEARANCE, OR PACK WITH NON-COMBUSTIBLE, NON -ASBESTOS COTTON, ROPE; OR FIBERGLASS TO WITHIN 1/2" OF BOTH WALL FACES, AND PROVIDE THE WATERPROOF COMPOUND DESCRIBED ABOVE. 3.3 FINISH AND ESCUTCHEONS: SMOOTH UP ROUGH EDGES AROUND SLEEVES WITH PLASTER OR SPACKLING COMPOUND. PROVIDE 1" WIDE CHROME OR NICKEL PLATED ESCUTCHEONS ON ALL PIPES, EXPOSED TO VIEW WHERE PASSING THROUGH WALLS, FLOORS, PARTITIONS, CEILINGS, OR SIMILAR LOCATIONS. SIZE THE ESCUTCHEONS TO FIT PIPE AND COVERING. HOLD ESCUTCHEONS IN PLACE WITH SET SCREW. 3.4 CLEANOUTS: SECURE THE ARCHITECTS APPROVAL OF LOCATIONS FOR CLEANOUTS IN FINISHED AREAS PRIOR TO INSTALLATION. PROVIDE CLEANOUTS OF SAME NOMINAL SIZE AS THE PIPES THEY SERVE; EXCEPT WHERE CLEANOUTS ARE REQUIRED IN PIPES LARGER THAN 4", PROVIDE 4" CLEANOUTS. MAKE CLEANOUTS ACCESSIBLE. AFTER PRESSURE TESTS ARE MADE AND APPROVED, THOROUGHLY GRAPHITE THE CLEANOUT THREADS: PROVIDE CLEANOUTS IN ALL LOCATIONS (NOT NECESSARILY INDICATED ON DRAWINGS) REQUIRED BY THE APPLICABLE CODES. 3.5 VALVES: PROVIDE VALVES IN DOMESTIC WATER SUPPLY SYSTEMS. LOCATE AND ARRANGE SO AS TO GIVE COMPLETE REGULATION OF FIXTURES. PROVIDE VALVES IN AT LEAST THE FOLLOWING LOCATIONS: IN BRANCHES AND/OR HEADERS OF WATER PIPING SERVING A GROUP OF FIXTURES; FOR SHUTOFF OF BRANCH MAINS; FOR FLUSHING AND STERILIZING THE SYSTEM; WHERE SHOWN ON THE DRAWINGS. LOCATE VALVES FOR EASY ACCESSIBILITY AND MAINTENANCE 3.6 WATER HAMMER ARRESTORS: PROVIDE WATER HAMMER ARRESTORS ON HOT WATER LINES AND COLD WATER LINES. INSTALL IN UPRIGHT POSITION AT ALL QUICK CLOSING VALVES, SOLENOIDS, ISOLATED PLUMBING FIXTURES, AND SUPPLY HEADERS AT PLUMBING FIXTURE GROUPS. LOCATE AND SIZE IN ACCORDANCE WITH THE PLUMBING AND DRAINAGE INSTITUTE STANDARD WH-201. INSTALL WATER HAMMER ARRESTORS BEHIND ACCESS PANELS. 3.7 BACKFLOW PREVENTION: PROTECT PLUMBING FIXTURES AND FAUCETS AGAINST POSSIBLE BACK-SIPHONAGE. ARRANGE FOR TESTING OF BACKFLOW DEVICES AS REQUIRED BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION. 3.8 PLUMBING FIXTURE INSTALLATION: SET FIXTURES LEVEL AND IN PROPER ALIGNMENT WITH RESPECT TO WALLS AND FLOORS AND WITH FIXTURES EQUALLY SPACED. PROVIDE SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES AND WITH EACH OTHER. PROVIDE FLUSH VALVES IN ALIGNMENT WITH THE FIXTURE, WITHOUT VERTICAL OR HORIZONTAL OFFSETS. GROUT WALL AND FLOOR MOUNTED FIXTURES WATERTIGHT WHERE THE FIXTURES ARE IN CONTACT WITH WALLS AND FLOORS. 3.9 DMINf CCTION Or POTABLE WATER POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS MATTER AN DISINFECTED PRIOR TO UTILIZATION. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE HEALTH AUTHORITY OR WATER PRUVEYOR HAVING JURISDICTION. 3.10 OTHER TESTING AND ADJUSTING: PROVIDE PERSONNEL AND EQUIPMENT, AND ARRANGE FOR AND PAY THE COSTS OF ALL REQUIRED TESTS AND INSPECTIONS REQUIRED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION. WHERE TESTS SHOW MATERIALS OR WORKMANSHIP TO BE DEFICIENT, REPLACE OR REPAIR AS NECESSARY, AND REPEAT THE TESTS UNTIL THE SPECIFIED STANDARDS ARE ACHIEVED. ADJUST THE SYSTEM TO OPTIMUM STANDARDS OF OPERATION. KITCHEN EQUIPMENT PLUMBING CONNECTION SCHEDULE Mark Qty Description Water Connections Drain Notes CW HW FW TW DID ID 1 5 Wall Mount Hand Sink 1/2" 1/2" -- -- 2" 3 1 44" Low temp. Dish Machine -- 1/2" -- -- -- -- 4 1 Soiled Dishtable W/ Double Rack Shelf 1/2" 1/2" -- -- -- 2" 8 1 Wall Mount Water Filtration Unit 1/2" -- -- -- -- -- 10 1 Ice Maker 1/2" __ __ __ __ 2" 12 1 60" Ice Bin _ 2" 16 1 Freezer Vault Blower Coil _ 2" 18 1 Gen. Cooler Vault Blower Coil - 2" 23 1 Pot Sink Unit 1/2" 1/2" __ __ 211 24 1 Prep Sink 1/2" 1/2" __ __ __ 211 26 1 Work Table with Prep Sinks -- -- -- -- __ 211 26.1 1 Spray Rinse with Add -a -Faucet 1/2" 1/2" 39 1 Wall Mount Filler Faucet W/ S/S Bracket 1/2" 1/2" 47 1 Four well Hot Food Counter -- -- -- -- __ 21' 54 1 Tea Brewer & Urns 1/2" 56 1 Drop -in Ice and Soda Station 1/2" -- -- -- -- 2" 57 1 Pick-up/Beverage Counter with Sink 1/2" 1/2" -- -- -- 2" 69 1 Beer Cooler Blower Coil -- __ __ __ __ 21' 74 1 Floor Type Mop Sink W/ Wall Faucet 1/2" 1/2" -- -- -- -- 76 1 Drainer Top With Cabinet Base -- -- -- __ __ 2" 81.2 1 Make-up Air System 1/2" 82 2 Bar Hand Sink unit 1/2" 1/2" __ __ 211 84 2 Ice Well W/ Cold Plate __ __ __ __ __ 2" 87 1 1 Dump Sink/Blender Station 1/2" 1/2" -- -- -- 2" 91.1 2 Drain Board __ _ 2" 92 4 Tweleve Head Beer Towers with Drain pans -- -- __ __ __ 2" 98 2 S/S Floor trough with Chem grate -- -- -- -- 2" 118 1 Dipperwell 1/2" __ __ __ __ 2" 120 1 High Temp Dish Machine -- 1/2" -- -- -- 2" 124 1 Push Back Water Filler 1/2" 1/211 127 1 Mop Sink Faucet W/ spray 1/2" 1/2" 128 1 1 Floor Type Mop Sink _ 1 2" 114101e: S Shall be made to the Scope of work vrithout prior approval of Z•t<i wffa Building Division. i`rt"Ort:: Psavlzm is M11 require a nom plan submittal ant ;I irY 'ude aditwd plan review fees. r �_, : I PE_� AIT t'RiED i•=OI fie, .� • ��le-chanicai LKEtvctri^at ❑ Piumbing ❑ Gas Piping Ci,.r of Tuktivita #-li°- '-NIG DIVIStnm CONVERSION DATA: SL = 14.7 PSIA 100f t= 14.7 PSIA 1 PSI = 2.307 ftWC 1 PSI = 27.684 "WC 1" WC = 0.0361 PSI ACTUAL METER Gas Pressure = 2.0000 PSI MAX Press Drop = 1.0000 PSI Pressure at end of Line = 1.0000 PSI INPUTS: Local Barometric Pressure = 14.70 PSIA Converted Pressures: Initial Gas Pressure = P1 = 16.7000 PSI = 462.32 "WC Initial Pressure at GAS METER Pressure Drop MAX = P1 - P2 = 1.0000 PSI = 27.68 "WC MAX Pressure Drop Final Gas Pressure = P2 = 15.70 PSI = 27.68 "WC Final Pressure P2 at Appliance Specific Gravity = S = 0.60 SG Factor for visc, density and temp = Cr = 0.6094 (use 1.2462 for propane) Supercompressibility Factor = Y= 0.9992 (use 0.9910 for peropane) Viscosity of Gas= Z= 0.012 use .008 for propane) Nominal Pipe Size "d" (L) ft length (L) (D) Minimum D (Q) MBH Description of piping section 1-1/4 M 1.2 2,286 .3/4 137 0.818 796 POINT [A] TO POINT [A] ] 3/4 137 0.482 199 POINT [Al ] TO WH-1 3/4 137 0.733 597 POINT [Al ] TO POINT [A2] 3/4 137 0.482 199 POINT [A2] TO WH-2 3/4 137 0.628 398 POINT [A2] TO POINT [A3] 3/4 137 0.482 199 POINT [A3] TO WH-3 3/4 137 0.482 199 POINT [A3] TO WH-4 1-1/4 137 1.125 1,840 POINT [A] TO POINT [H] 3/4 137 0.598 350 POINT [H] TO POINT [H 11 3/4 137 0.564 300 POINT [H1] TO POINT [H2] 3/4 137 0.526 250 POINT [H2] TO POINT [H3] 3/4 137 0.483 200 POINT [113] TO POINT [114] 3/4 137 0.433 150 POINT [H4] TO POINT [115] 3/4 137 0.371 100 POINT [115] TO POINT [116] 1 137 .1.038 1,490 POINT [HI TO POINT FBI 1 137 0.949 1,177 POINT [B] TO POINT [131] 3/4 137 0.652 440 POINT [13 11 TO K30 3/4 137 0.794 737 POINT [131] TO K37.1 3/4 137 0.714 557 K37.1 TO K37 3/4 137 0.578 321 K37 TO K36 3/4 137 0.495 2 FT K36 TO K38 3/4 137 0.452 168 K38 TO K34 3/4 137 0.5731 313 1 POINT [B] TO MUA-1 CONVERSION DATA: SL = 14.7 PSIA 100f t= 14.7 PSIA I PSI = 2.307 ftWC I PSI = 27.684 "WC V WC = 0.0361 , PSI ACTUAL METER Gas Pressure = 6"WC = 0.2167 PSI MAX Press Drop = 0.5"WC = 0.0181 PSI PRESSURE AT END OF LINE = 5.5"WC = 0.1987 PSI INPUTS: Local Barometric Pressure = 14.70 PSIA Converted Pressures: Initial Gas Pressure = P1 = 0.2167 PSI = 6.00 "WC Initial Pressure at GAS METER Pressure Drop MAX = P1 - P2 = 0.0181 PSI = 0.50 "WC MAX Pressure Drop Final Gas Pressure = P2 = 14.90 PSI = 5.50 "WC Final Pressure P2 at Appliance Specific Gravity = S = 0.60 SG STP is 60oF and 14.7 psis or 101.325 kPA Factor for visc, density and temp = Cr = 0.6094 (use 1.2462 for propane) Viscosity of Gas= Z= 0.012 (use .008 for propane) Minimum Pipe Size "d" (L) ft length (L) (D) Minimum D (Q) MBH Description of piping section 3.000 137 2.850 2,286 GAS METER TO POINT [A] 2 137 1.906 796 POINT [A] TO POINT [All 1-1/4 - 2 1-1/4 137 1.124 199 POINT [A2] TO WH-2 1-1/2 1-1/4 - 1-1/4 137 1.124 199 POINT [A3] TO WH-4 3.000 137 2.623 1,840 POINT [A] TO POINT [H] 1-1/2 137 1.394 350 POINT [H] TO POINT [H I] 1-1/4 137 1.314 300 POINT [H1] TO POINT [H2] 1-1/4 137 1.226 250 POINT [112] TO POINT [113] 1-1/4 137 1.126 200 POINT [113] TO POINT [H4] 1 137 1.009 150 POINT [114] TO POINT [H5]; 1 137 0.865 100 POINT [115] TO POINT [H6] 2-1/2 137 2.421 1,490 POINT [H] TO POINT [B] 2-1/2 137 2.213 1,177 POINT [B] TO POINT [131] 1-1/2 137 1.521 440 POINT [B1] TO K30 2 137 1.851 737 POINT [131] TO K37.1 2 137 1.664 557 K37.1 TO K37 1-1/4 137 1.349 321 K37 TO K36 1-1/4 137 1.154 213 K36 TO K38 1-1/4 137 1.054 168 K38 TO K34 1-1/4 1 137 1.336 313 1 POINT [B] TO MUA-1 PLUMBING LEGEND VALVES, FITTINGS, ETC 1�1 ^ _ --Ap- Ht 1 2 3 4 11 12 13 14 1. BRONZE/STAINLESS BALL VALVE 2. PRV (PRESSURE REDU VL) 3. BALANCE VALVE W/MEMORY 4. BRONZE CHECK VALVE 5. BRONZE CONTROL VALVE 6. AGA LISTED GAS COCK 7. 9"THERMOMETER ±1 % 8. RPBP (REDUCED PRESS BACKFLOW PREVENTER) 9. BRONZE UNION SYMBOL FW FW FW TW TW TW SS SS GW GW SO-SO- ST- ST CD CD CD (E)SS (E)GW V V V G G (E)G HWS HWS . HWS HWR HWR HWR F F CA CA 02 02 CO2 N N NO2 DV DV AFF ABOVE FINISH FLOOR 5 6 7 8 9 10 15 16 17 18 19 20 21 10. END CAP 11. ELBOW DOWN 12. BRONZE STRAINER 13. TOP T CONNECTION 14. BOTTOM T CONNECTION 15. SIDE T CONNECTION 16. SHOCK ABSORBER 17. PRESSURE GAGE 18. MANUAL AIR VENT. 19. CIRCUIT SETTER 20. PIPE ANCHOR 21. ELBOW UP ABBREV. DESCRIPTION CW COLD WATER HW HOT WATER HWC HOT WATER CIRCULATION FW FILTERED WATER TW TEMPERED WATER SS SANITARY SEWER GW GREASY WASTE SO SAND/OIL WASTE ST STORM SEWER CD CONDENSATE DRAIN (E)SS EXISTING SANITARY SEWER (E)GW EXISTING GREASY WASTE V WASTE VENT G NATURAL GAS (E)G EXISTING NATURAL GAS HWS HOT WATER SUPPLY, HYDRONIC HWR HOT WATER RETURN, HYDRONIC CWS COLD WATER SUPPLY, HYDRONIC CWR COLD WATER RETURN, HYDRONIC IDW INDIRECT WASTE LINE F FIRE LINE CA COMPRESSED AIR 02 OXYGEN LINE CO2 CARBON DIOXIDE LINE N NITROGEN LINE NO2 NITROUS OXIDE LINE DV COLD WATER RETURN, HYDRONIC (E) EXISTING. VERIFY LOCATION, SIZE, AND CAPACITY. TDL TOTAL DEVELOPED LENGTH CONNECT NEW TO EXISTING 0 COTG CLEANOUT TO GRADE ® RD ROOF DRAIN FD FLOOR DRAIN JI VTR VENT THRU ROOF Permit v �G 3 Plan review approval is subj6d to errors and omissions. Approval of construction documents does not a.ulthorize the violation of any adopted code or ordinance. Receipt of approved Field Coy and conditions is acknovv.'•edged; By: fiats: CRY Of TuWfa BUILDINs01 FOR ,LANCE FEB 16 2016 W IL .ay. of Tuma OING DIVISION PLUMBING FIXTURE SCHEDULE MARK(S) DESCRIPTION MANUFACTURER / MODEL NO. CW HW WASTE VENT REMARKS (2) FAUCETS BY OWNER. PROVIDE WITH OFFSET GRID DRAIN ZURN Z8746-PC LW WALL HUNG LAVATORY TROUGH BY EKO PURE BY OWNER 3/8" 3/8" 1-1/2" 2" CHROME PLATED BRASS ANGLE SUPPLY WITH 12" LONG X3/8" FLEX SUPPLIES MCGUIRE H1675. INSULATE OFFSET TAP AND SUPPLIES (TRUEBRO LAVGUARD 103) EXPOSED FLUSHOMETER SLOAN 111-128 WC WATER CLOSET AMERICAN STANDARD 3451.128 1/2" - 3" 2" OPEN FRONT SEAT, WHITE, ELONGATED (BEMIS 1655CT) ADA 3043.001 MOUNT WITH TOP OF RIM AT 24". PROVIDE HIGH EFFICIENCY URINAL FLUSHOMETER, U URINAL AMERICAN STANDARD 6590.005 1/2" -- 2" 2" CHROME PLATED, 0.5 GPF (SLOAN "REGAL" 186-0.5XL). PROVIDE ZURN 1222 24"x24" FLOOR BASIN WITH SERVICE FAUCET WITH VACUUM BREAKER, INTEGRAL STOPS MS MOP SINK FIAT MSB-2424 1/2" 1/2" 2" 2" PAIL HOOK AND 3/4" HOSE THREAD ON SPOUT (830-AA). PROVIDE HOSE AND BRACKET (832-AA), MOP HANGER (899-CC) BUMPER GUARD (E-88-AA) AND WALL GUARD (MSG2424) NICKEL BRONZE RIM AND GRATE, FREE STANDING ALUMINUM BUCKET WITH PORTED CW CAN WASH DRAIN & J.R. SMITH SERIES 3370 1/2" 1/2" 3" 2" OPENING LINED WITH STAINLESS STEEL MESH AND BRONZE ADJUSTABLE NOZZLE ASSEMBLY. HYDRANT WATER SUPPLY CONTROL BOX (J.R. SMITH SERIES 3380) WITH TEMPERATUR ADJUSTMENT KNOB MVl POINT -USE MIXING VALVE LEONARD #170 1/2" - -- MULTIPLE -FIXTURE THERMOSTATIC MIXING VALVE WITH TEMPERATURE ADJUSTMENT KNOB MV2 MIXING VALVE LEONARD #370 3/4" - -- -- 0.5 GPM MINIMUM FLOW AND 5 PSI PRESSURE DROP AT 4 GPM. PROVIDE WALL MOUNTING BRACKET. POTABLE WATER EXPANSION TANK. 6.4 GALLONS TOTAL VOLUME, 3.2 GALLONS MAXIMUM ET EXPANSION TANK AMTROL ST-12-C 3/4" - -- -- ACCEPTANCE VOLUME. BFP1 BACKFLOW PREVENTER FEBCO 825Y 2" - -- -- REDUCED PRESSURE BACKFLOW PREVENTER BFP2 POINT -USE BACKFLOW WATTS SERIES 007 PER -- DUAL CHECK BACLFLOW PREVENT WITH ATMOSPHERIC VENT PREVENTER PLANS ASSE STANDARD 1013. WHA WATER HAMMER ARRESTOR J.R. SMITH SERIES 5005-5050 -- - -- -- WATER HAMMER ARRESTOR, PDI SIZE AS INDICATED ON DRAWINGS. FWH FREEZE PROOF WALL HYDRANT J.R. SMITH 550-QT 3/4" -- -- -- CONCEALED 3/4" HOSE CONNECTION WITH INTEGRAL VACUUM BREAKER IN STAINLESS STEEL BOX. PROVIDED WITH QUARTER TURN KEY. TP SHALL BE ALL BRONZE UNIT WITH REMOVABLE OPERATING PARTS, INTEGRAL VACUUM TP-A TRAP PRIMER PRECISION PLUMBING P/N-PO-500 1/2" -- -- -- BREAKER AND GASKETED THREAD COVER. UNITS SHALL BE FOR INSTALLATION IN COLD WATER LINES AND CONNECTED TO FLOOR DRAIN INLET DEEP SEAL TRAP, ROUND TOP, MEDIUM DUTY GRATE. INSTALL "WATERLESS" TRAP PRIMER FD KITCHEN FLOOR DRAIN ZURN ZB-1400 -- -- 2" 1-1/2" EQUAL TO PROSET TRAP GUARD WITH ELASTOMERIC MEMORY MATERIAL IN ALL FLOOR DRAINS. FOLLOW ALL MANUFACTURER INSTUTIONS FOR INSTALLATION OF TRAP GUARD. GENERAL PURPOSE PVC FLOOR DRAIN WITH FLASHING COLLAR AND SQUARE TOP -. FD1 GENERAL FLOOR DRAIN BY OWNER -- -- 3" 2" ADJUSTABLE STRAINER HEAD. INSTALL "WATERLESS" TRAP PRIMER EQUAL TO PROSET TRAP GUARD WITH ELASTOMERIC MEMORY MATERIAL. 12"x12"x8" DEEP CAST IRON BODY, MEDIUM DUTY GRATE, ACID RESISTING PROCELIAN FS FLOOR SINK ZURN MODEL FD-2376 -- -- 3" 2" ENAMEL INTERIOR, DEEP SEAL TRAP. WH-1,2,3,4 WATER HEATER Novien NPE-2405 1-1/2" 1-1/2" - - Gas -fired instant water heater 199 MBH, 97%EFF TD TRENCH DRAIN Zurn Z812 Flo-thru drain system - 4" - 4" side outlet, see plans or drain length, Heavy uty grate for traffic. 10.2 gallon, 1.00 Acceptance Factor, adjust pre -charge to equal incoming ET-1 EXPANSION TANK Amtrol ST-25V 1" pressure, rated for maximum 150 PSIG & 210°F, NSF bladder, 5 yr. warrantee Cartridge circulator. Balance to provide 2.5 GPM against 7 feet of H2O. Time clock to control during occupied hours. CP-1 RECIRCULATION PUMP Taco Model 006 3/4" Provide Taco temperature controlled aquastat to control pump. R 11VED FEB 03 2016 TUKW.IU-- PUBUG WORKS )RRECTION R#_-J-_ DQSIGNPARAM�;TERS, LLC 6373 SILVQR STRI=AM LN FRISCO. TX 75034 PP: 214.784.5014 FX: 303.223.9104 DQSIGNPARAMQTQ.RS.COM John Tinsley, P.E. 38740 Fawn Meadows Tr. Elizabeth, Colorado 80107 Phone: 303.646. 7 860 Fax: 303.646.5623 START DATE • 011016 PROJECT NO • WPM DRAWN BY CHECKED BY- ISSUED/REVISED • • DATE PERNr 11.192ms CANNERREV8MILD13 COWENTS mama P`�RI CI{ T i � �� WASgl 1 cP y� O� GISTBg CS�� `rSIONAL EXPIRES: 11/15/2017 0i i6 PWMBING SPECIFK:ATKW POM01 QOPYMH7$it6WN15 1(;NPARAMQTQRS. LLC 573 SILVgR STRI=AM LN �:RISCO. TX 75034 PSI: 214.784.5014 FX: 303.223.9104 1C,NPARAMQT9RS.COM John Tinsley, P.E. 38140 Fawn Meadows Tr. Elizabeth, Colorado 80707 Phone: 303.646. 7 860 Fax: 303.646.5623 0821 15 7WP01 • DATE 11.182015 01202010 EXPIRES: 11/15/2017 01/2=16 til.. i :lfiIl \ JPARAMgTQRS. LLC SILVER STRC—AM LN RISCO, TX 75034 1- : 214.784.5014 K: 303.223.9104 \1PARAMC-TQRS.COM John Tinsley, P.E. 8740 Fawn Meadows Tr. izabeth, Colorado 80707 Phone: 303.646.1860 Fax: 303.646.5623 • DATE 11.1=5 01Z02016 EXPIRES: 11/15/2017 Oilta12016 . PLUMBING DETAILS 4mO1 OOPTRIOHT@ WW15 Job Name Job Location Engineer Approval S e r 1 e s %6)h C)7 Double Check Valve Assemblies Sizes: 1/2" - 2" Series 007 Double Check Valve Assemblies are designed to protect drinking water supplies from dangerous cross -connec- tions in accordance with national plumbing codes and water authority requirements for non -potable service applications such as irrigation, fireline, or industrial processing. Only those cross -connections identified by local inspection authorities as non -health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Features • Ease of maintenance - only one cover • Top entry • Replaceable seats and seat discs • Modular construction • Compact design • Cast bronze body construction - 1/2" - 2" • Top mounted ball valve test cocks • Low pressure drop • No special tools required for servicing • 1/2" -1 " have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single bronze or stainless steel access cover secured with stainless steel bolts. The assembly shall also include two resil- ient seated isolation valves; four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Series 007. Contractor Approval Contractor's P.O. No. Representative - 1" 007M1QT 1" 007M1QT-S Test Cocks ES-007 First Check Second Check Module Assembly Module Assembly The 007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. Inquire with governing authorities for local installation requirements Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Wafts reserves the rightto 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. Dimensions - Weights 1" 0007M1QT Sizes: 1/2" - 2" 4O 0 Pressure - Temperature 1/211 - 2" Temperature Range: 330F - 180OF (0.5°C - 82°C). Maximum Working Pressure: 175psi (12.1 bar). Standards ASSE Std. 1015, AWWA Std. C510 IAPMO PS31, CSA B64.5 G4p55fFjFO Approvals SR® P°® u1. t ASSE, AWWA, IAPMO, CSA, UPC A Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. • Models LF and S are not listed. ♦ UL Classified (LF models only) 3/4" - 2" (except 007M3LF) Horizontal and vertical "flow up" approval on all sizes Dimensions - Weights Models Sizes: 1/2" - 2" Suffix HC - Fire Hydrant Fittings dimension "A" = 231/2" (594mm) Capacity As complied from documented Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California lab tests. " Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) " UL rated flow 'h" (15mm) bars psi p .8 12 .7 10 .5 8 .4 6 y .3 4 i .1 2 0 0 0 2 4 6 8 10 12 gpm 0 7.6 752 22.8 30.4 38 -05.6 Ipm 5 7.5 10 fps 1.5 2b 3.0 mps Flow bars psi 3/4" (20mm) 1.5 22 1.2 18 p .96 14 O d .69 10 N .41 6 a .14 2 0 5 10 15 20 25 30 35 40 45 50 gpm 0 19 38 57 76 95 114 133 152 171 190 Ipm 7.5 15 Ips 2.3 4.6 mps Flow 1 1 1 1 1 �� t .1 1 :1 •1 11 I 1 .. 1 1 A Watts Water Technologies Company ES-007 1319 Suffix: S - bronze strainer LF - without shutoff valves SH - stainless steel ball valve handles HC - 21/2" inlet/outlet fire hydrant fittings (2" valve) Prefix:. U - Union connections R T 11h" (40mm) bars psi Q .8 12 o .7 10 .5 8 3 .4 6 H .3 4 °:.1 2 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 223 66 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.5 3.0 4.5 mps Flow 211(50mm) bars psi .8 12 c..7 10 e.5 s 0 y.4 6 H .3 4 a 0 0 0 25 50 75 100 125 150 175 200 gpm 0 95 190 285 580 475 570 665 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow W57;1 ISO' 1 1 USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • wwwmatts.ca O 2013 Watts Series 825Y Reduced Pressure Zone Assemblies Size: 3�4" - 2" (20mm - 50mm) The FEBCO Series 825Y Reduced Pressure Zone Assemblies are used to protect against high hazard (toxic) fluids in water services to industrial plants, hospitals, morgues, mortuaries, and chemical plants. They are also used in irrigation systems, boiler feed, water lines and other installations requiring maximum protection. Features • Ultimate mechanical protection of potable water, against hazards of cross -connection contamination. • Meets all specifications of AWWA, ASSE, and CSA. • Approved by the Foundation of Cross -Connection Control and Hydraulic Research at the University of Southern California. • Modular relief valve for ease of maintenance. • Simple Service procedures. All internal parts serviceable in line. • Low head loss. • Spring loaded "Y" type check valves. • Internal relief valve pressure sensing passages. • Replaceable seat rings on all sizes. • End connection - NPT ANSI /ASME B1.20.1 Specifications The reduced pressure zone assembly shall consist of two independently operating, spring loaded, "Y" pattern check valves and one hydraulically dependent differential relief valve. The assembly shall automatically reduce the pressure in the 'zone" between the check valves to at least 5psi lower than inlet pressure. Should the differential between the upstream and the zone of the unit drop to 2psi, the differential relief valve shall open and main- tain the proper differential. Mainline valve body and caps including relief valve body and cover shall be bronze. Check valve moving member shall be center stem guided. All hydraulic sensing passages shall be intemally located within the mainline and relief valve bodies and relief valve cover. Diaphragm to seat area ratio shall be 10:1 minimum. Relief valve shall have a removable seat ring. Check valve and relief valve components shall be constructed so they may be serviced without removing the valve body from the line. All seat discs shall be revers- ible. Shutoff valves and test cocks shall be full ported ball valves. The assembly shall be rated to 175psi (12.1 bar) working pressure and water temperature range from 32°F to 140°F (O C - 60°C). The assembly shall meet the requirements of ASSE Standard 1013; AWWA Standard Code C511; CSA Standard B64.4; and approved by the Foundation for Cross -Connection Control and Hydraulic Hydraulic Research at the University of Southern California. Job Name _ Job Location Engineer - Approval _ ES-F-825Y 2��F Operation In a flow condition the check valves are open with the pressure between the checks, called the zone, being maintained at least 5.Opsi lower than the inlet pressure and the relief valve is maintained closed. Should abnormal conditions arise under no flow or reversal of flow, the differential relief valve will open and discharge to maintain the zone at least 2psi lower than the supply. When normal flow resumes, the zone's differential pressure will resume and the relief valve will close. Typical Installation Reduced pressure zone assemblies should be installed with minimum clearance of 12' (300mm) between relief valve discharge port and floor or grade. They must be installed where discharge will not be objectionable and can be positively drained away. They should be installed where eas- ily accessible for testing and maintenance and must be protected from freezing. Thermal water expansion and/or water hammer downstream of the backf low preventer can cause excessive pressure. Excessive pressure situations should be eliminated to avoid possible damage to the system and assembly. Refer to local codes for specific installation requirements. Some codes may prohibit vertical installation. 30" Max. (700mm) 12" Min. (300mm) -► Flow 1 It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product: consult your local water authority, building and plumbing codes. Contractor Approval Contractor's P.O. No Representative - FEBCO product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise mea- t specifications, or materials mea- surements, please contact FEBCO.. FEBCO reserves the right to change or modify product design, construction, speclf c without prior notice and without incurring any obligation to make such changes and modifications on FEBCO products previously or subse- quently sold. Capacity kPa psi 3W (20mm) 138 20 y 103 15 0 0Ell 69 10 5 0 5 10 15 20 25 30 gpm 0 19 38 57 76 95 114 Ipm 5 7.5 10 15 fps 1s 23 _ 3.1 4.6 mps kPa psi v (25mm) 138 20 n 103 15 0 = 69 10 34 5 0 10 20 30 40 50 60 gpm 0 38 76 114 151 190 ZZ7 Ipm 5 7.5 10 15 20 fps 1.5 2.3 31 4.6 6.1 rips kPa psi 11/2" (40mm) 138 20 c 103 15 0 = 69 10 34 5 40 60 1 1 0 gpm 0 76 151 227 304 379 454 Ipm 5 T5 10 15 fps 1.5 13 3.1 4.6 mps I 1 1 Dimensions - Weights Size: 3/4" - 2" (20 - 50mm) SIZE iDN} DIMENSIONS WEIGHT in. mm A in. mm B* In. mm C in. mm D in. mm E in. I mm lbs. I k s. 3/4 20 12 305 71/4 197 31/4 83 31/4 83 41/8 105 11.5 5.2 1 25 123/4 324 73/4 197 3'/4 83 31/4 83 41/a 105 12.5 5.7 11/2 40 17 432 101/2 267 4'/2 114 41/2 114 5 127 26.5 12.0 2 50 173/4 451 10' 2 267 4'h 114 4'/z 114 5 127 129.0 1 13.0 * B Dimension is less shutoffs Weights shown are approximate. Dimensions shown are nominal, allow- ance must be made for normal manufacturing tolerances. A Watts Water Technologies Company ES-F-825Y 1410 Temperature - Pressure Maximum working pressure: 175psi (12.1 bar) Hydrostatic test pressure: 350psi (24.1 bar) Temperature range: 320F to 140OF (0°C to 60°C) Materials Main valve body: Bronze Relief valve body: Bronze Elastomers: Nitrile Seat Discs Diaphragms: Nitrile, fabric reinforced Springs: Stainless Steel Approvals - Standards • Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern Califorria. • AMA C511 Conformance GO u pc G 1013 B64.4 Side View Top View 1 E i ��pV110/,yCn i 1 n 'y£Met� USA: Tel: (800) 767-1234 • Fax: (800) 788-4491 • FEBCOonline.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • FEBCOonline.ca Latin America: Tel: (52) 81-1001-8600 • FEBCOonline.com © 2014 FEBCO FEB 16 2016 Tel 1401VIS1014 RECEIVED CITY OF TUKWILA FEB 012016 DQSIGNPARAM�TQRS, LLC 6373 SILVER STREAM LN FRISCO. TX 75034 P14: 214.784.5014 �X: 303.223.9104 D9SIGN PARAMQTQRS.COM John Tinsley, P.E. 38140 Fawn Meadows Tr. Elizabeth, Colorado 80107 Phone: 303.646. 7 860 Fax: 303.646.5623 o CL Go LU cc W I` Z T Go < W U CD O N ~ r START DATE • s PROJECT NO • TWPo1 DRAWN BY CHECKED BY - ISSUED/REVISED • • DATE PERT IT 11.182ms OWNER REVSIBLDt1COMMENTS 01mme l CK ?, WA 412 GISTV, G1� �SSIONAL EXPIRES: 11/15/2017 010016 PLUMBING DETAILS i, � I ���i I I� ti=s€lal t i ;sue I i i (i t 111 [H5] i 19 i; . 1 -.1 _... — .'c ..... .... . .. .... 4-: . . . . ... ..... . ..... .. ...... .... ..... ..... ..... . . .. . . . ...... ...... ...... . . ..... ..... ..... . ..... ..... ..... .. . 4 — - L : . . ..... ..... . .... .... .... . . ... ..... ..... . . .. . . . .. . ...... ..... . ... ..... . 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FIELD VERIFY FINAL LOCATION WITH UTILITY PRIOR TO ANY WORK. FIELD VERIFY GAS PRESSURE PRIOR TO ANY WORK; SIZE PIPING PER APPROPRIATE GAS PIPE SIZING SCHEDULE. 2. PROVIDE SHUT OFF VALVES AT ALL END -USE EQUIPMENT. IF GAS PRESSURE IS 2PSI, PROVIDE PRESSURE REGULATORS. 3. PROVIDE SHUT-OFF VALVE CONNECTED TO HOOD ANSUL SYSTEMS. REVIEWED FOR ,09DECOMPLIANCE APPROVED FEB 16 2016 .Ai City of Tukwila RECEIVED I WILDING DIVISION I CITY OF TUKWILA FEB 012016 DQS1GNPARAMQTC-RS, LLC 6373 SILVC-R STRC-AM LN FRISCO, TX 75034 PP: 214-784.5014 -F-X: 303.223.g104 DQSK;NPARAMETQRS-COM I John Tinsley, P.E. 38740 Fawn Meadows Tr. Elizabeth, Colorado 80107 Phone; 303.646.7860 Fax. 303.646.5623 STAR' r DATE - 08252DI5 PROJECT NO - 7Wm DRAWN BY CHECKED BY - ISSUED/REVISED- • DATE PEFUT MUMS OWNER ReffiSMOOMMEM 01mme