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2320 FARADAY AVE; ; AS160031; Permit
9/29/2020 AS160031 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS160031 Job Address: 2320 FARADAY AV Status: ISSUED Permit Type: SPRINK Applied 2/10/2016 Parcel No: 2120612900 Approved: 2/24/2016 Lot #: 0 Reference No.: Issued: 2/24/2016 PC #: Inspector: Project Title: 2320 FARADAY AVE REPLACE BACKFLOW WITH NEW 6" WATKINS 375DA EXISTING 4" RISER TO BE REMOVED BETWEEN FLANGE AND TOP OF RISER, 4" RISER TO BE REPLACED WITH 6" RISER (THIS CHANGE WAS NECESSARY TO PROOF CALC THE EXISTING SYSTEM DEMAND OF .33/3000SFT) Applicant: TATE FIRE PROTECTION SERVICES, INC. STEC 13691 DANIELSON ST POWAY, CA 858-486-0900 858-486-0950 Owner: SALOUR MICHAEL M LIVING TRUST 09-09- 86 C/O IPITEK 2330 FARADAY AVE CARLSBAD CA Fees ($) Add Fees 1I[ Total ($)J1 Balance II 303 - 0 303 0 1/1 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: 2320 Faraday Ave SR#: (Assigned upon plan submittal) PROJECTADDRESS: 2320 Faraday Ave CITY: Carlsbad PHONE: ( 858) 486.0900 (Tate Fire Protection) FAX NUMBER: (858) Largest Building (ft.2): Sprinkled? YES Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Faraday west of El Camino Real TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 103 PSI Hydrant Number (if applicable): H61312 Elevation of test: 312 Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 4,425 GPM Residual Pressure 52 PSI At peak demand , this water system is capable of providing a fire flow discharge @ 20 psi of 5,750 GPM, but exceeds the maximum velocity 15 fps. Therefore, the maximum available fire flow at this location is 4,425 GPM. Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:__________________________________________ Title/OrgectManager Date: 01/22/2016 ASI 60031 2320 FARADAY AV P 2320 Faraday Ave Fire Flow Analysis Prepared By: Jennifer R. Meal, PE - MCS Date: Friday, January 22, 2016 JUNCTION (MOTYPE) ° Active ° Domain ° Inactive TANK (MOTYPE) Active Tank Domain Tank h Inactive Tank Active Reservoir Domain Reservoir Inactive Reservoir PIPE (MOTYPE) ' Active Pipe F' Domain Pipe F' Inactive Pipe Active Check Valve F' Domain Check Valve foll -C F' Inactive Check Valve PUMP (MOTYPE) #' Active °' Domain Inactive VALVE (MOTYPE) Active Domain F' Inactive hydrants \\ ANNO2 ANNO3 Iran Road pueuC D PRIVATE RD %613~4i 8" - - - Fire Protection by Computer Design Your Company Name Your Street Address 1 Your Street Address 2 Your City, State Zip Your Phone Job Name 2320 Faraday Building S16102 Location 2320 Faraday ave System : #1 Contract : S16102 Data File : Calc - 2 inch Lines.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Your Company Name Page 1 2320 Faraday Date 02/09/16 HYDRAULIC CALCULATIONS for Project name: 2320 Faraday Location: 2320 Faraday ave Drawing no: S16102 Date: 02/09/16 Design Remote area number: #1 Remote area location: Noted: Remote Area #1 Occupancy classification: Density: .33 - Gpm/SqFt Area of application: 3000 - SqFt Coverage per sprinkler: 96 - Sq Ft Type of sprinklers calculated: K8.0 No. of sprinklers calculated: 33 In-rack demand: N/A - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1648.9 -GPM © 84.8693 - Psi Type of system: Existing Grid Volume of dry or preaction system: N/A - Gal Water supply information Date: 01/22/16 Location: 2320 Faraday Ave - Hydrant #H61312 Source: Existing Hydrant Name of contractor: Tate Fire Protection Services Inc. Address: 13771 Danielson St. Suite G, Poway, CA 9264 Phone number: 858.486.0900 Name of designer: C. McGregor Authority having jurisdiction: Carlsbad Fire Deptartment Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Your Company Name Page 2 2320 Faraday Date 02/09/16 City Water Supply: Demand: Cl - Static Pressure : 103 Dl - Elevation : 7.363 C2 - Residual Pressure: 52 D2 - System Flow : 1148.9 C2 - Residual Flow : 4425 D2 - System Pressure : 84.869 Hose (Demand) : 500 D3 - System Demand :1648.9 Safety Margin : 9.919 150 140 130 p120 R11° Cl E 100 90 D2 - U 80 - / 70 R6° - ____ _____ _______ ________ __________ E5° 40 eut er jud 30 20 Dl U.I I 10 I I I 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW( N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Your Company Name 2320 Faraday Page Date 3 02/09/16 Fitting Legend Abbrev. Name % % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 I NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zig Wilkins 375DA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Your Company Name Page 4 2320 Faraday Date 02/09/16 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. M10 16.5 32.63 na RiO 17.0 8 29.76 na 43.64 0.33 96 7.0 1 17.0 8 17.82 na 33.77 0.33 96 7.0 2 17.0 8 16.45 na 32.45 0.33 96 7.0 3 17.0 8 15.84 na 31.84 0.33 96 7.0 4 17.0 8 15.68 na 31.68 0.33 96 7.0 5 17.0 8 15.68 na 31.68 0.33 96 7.0 6 17.0 8 15.9 na 31.9 0.33 96 7.0 7 17.0 8 16.63 na 32.62 0.33 96 7.0 8 17.0 8 18.15 na 34.08 0.33 96 7.0 9 17.0 20.78 na R12 16.5 24.14 na M9 16.5 32.72 na R9 17.0 8 29.85 na 43.7 0.33 96 7.0 10 17.0 8 17.86 na 33.81 0.33 96 7.0 Ii 17.0 8 16.5 na 32.49 0.33 96 7.0 12 17.0 8 15.88 na 31.88 0.33 96 7.0 13 17.0 8 15.72 na 31.72 0.33 96 7.0 14 17.0 8 15.72 na 31.72 0.33 96 7.0 15 17.0 8 15.94 na 31.94 0.33 96 7.0 16 17.0 8 16.67 na 32.66 0.33 96 7.0 17 17.0 8 18.19 na 34.12 0.33 96 7.0 18 17.0 20.82 na R13 16.5 24.19 na M8 16.5 33.04 na R8 17.0 8 30.14 na 43.92 0.33 96 7.0 19 17.0 8 18.03 na 33.97 0.33 96 7.0 20 17.0 8 16.65 na 32.64 0.33 96 7.0 21 17.0 8 16.02 na 32.02 0.33 96 7.0 22 17.0 8 15.87 na 31.87 0.33 96 7.0 23 17.0 8 15.87 na 31.87 0.33 96 7.0 24 17.0 8 16.08 na 32.08 0.33 96 7.0 25 17.0 8 16.81 na 32.8 0.33 96 7.0 26 17.0 8 18.35 na 34.27 0.33 96 7.0 27 17.0 21.0 na R14 16.5 24.39 na M7 16.5 33.73 na R7 17.0 8 31.68 na 45.03 0.33 96 7.0 28 17.0 8 23.06 na 38.42 0.33 96 7.0 29 17.0 8 22.53 na 37.97 0.33 96 7.0 30 17.0 8 22.46 na 37.91 0.33 96 7.0 31 17.0 8 22.53 na 37.98 0.33 96 7.0 32 17.0 8 23.09 na 38.44 0.33 96 7.0 33 17.0 24.53 na R15 16.5 26.46 na M6 16.5 34.8 na R6 17.0 34.1 na R16 16.5 27.64 na M5 16.5 36.09 na R5 17.0 35.34 na R17 16.5 28.18 na M4 16.5 37.63 na R4 17.0 36.8 na R18 16.5 28.6 na M3 16.5 39.46 na R3 17.0 38.52 na R19 16.5 28.93 na M2 16.5 41.62 na R2 17.0 40.56 na R20 16.5 29.17 na Ml 16.5 44.19 na Ri 17.0 42.97 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Your Company Name Page 5 2320 Faraday Date 02/09/16 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. R21 16.5 29.37 na M12 16.5 25.81 na M13 16.5 25.87 na M14 16.5 26.07 na M15 16.5 26.51 na M16 16.5 27.15 na M17 16.5 27.64 na M18 16.5 27.99 na M19 16.5 28.21 na M20 16.5 28.32 na TOR 0.0 60.57 na BOR 0.0 63.42 na BF1 -3.0 67.63 na BF2 3.0 66.71 na BF3 -3.0 80.73 na BF4 -3.0 81.69 na TEE -3.0 85.7 na SOR 0.0 84.87 na 500.0 The maximum velocity is 25.86 and it occurs in the pipe between nodes Ml and TOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Haen-Williams - 2007 Your Company Name Page 6 2320 Faraday Date 02/09/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt P1/Ft Eqv. Ln. Total Pf Pn MIO -170.61 2.067 IT 10.0 0.500 32.631 to 120.0 0.0 10.000 -0.217 RiO -170.61 -0.2525 0.0 10.500 -2.651 Vel = 16.31 RiO 43.64 2.157 21 24.613 76.000 29.763 K Factor= 8.00 to 120.0 0.0 24.613 0.0 1 -126.97 -0.1188 0.0 100.613 -11.948 Vel = 11.15 1 33.77 2.157 IT 12.307 8.000 17.815 K Factor = 8.00 to 120.0 0.0 12.307 0.0 2 -93.2 -0.0670 0.0 20.307 -1.361 Vel = 8.18 2 32.45 2.157 IT 12.307 8.000 16.454 K Factor =8.00 to 120.0 0.0 12.307 0.0 3 -60.75 -0.0303 0.0 20.307 -0.616 Vel = 5.33 3 31.84 2.157 IT 12.307 8.000 15.838 K Factor 8.00 to 120.0 0.0 12.307 0.0 4 -28.91 -0.0077 0.0 20.307 -0.156 Vet = 2.54 4 31.68 2.157 IT 12.307 8.000 15.682 K Factor 8.00 to 120.0 0.0 12.307 0.0 5 2.77 0.0001 0.0 20.307 0.002 Vel = 0.24 5 31.68 2.157 IT 12.307 8.000 15.684 K Factor 8.00 to 120.0 0.0 12.307 0.0 6 34.45 0.0106 0.0 20.307 0.216 Vel = 3.02 6 31.90 2.157 IT 12.307 8.000 15.900 K Factor 8.00 to 120.0 0.0 12.307 0.0 7 66.35 0.0357 0.0 20.307 0.725 Vel = 5.83 7 32.62 2.157 IT 12.307 8.000 16.625 K Factor 8.00 to 120.0 0.0 12.307 0.0 8 98.97 0.0749 0.0 20.307 1.521 Vel = 8.69 8 34.08 2.157 IT 12.307 8.000 18.146 K Factor 8.00 to 120.0 0.0 12.307 0.0 9 133.05 0.1295 0.0 20.307 2.630 Vel = 11.68 9 0.0 2.157 IT 12.307 12.000 20.776 to 120.0 0.0 12.307 0.217 R12 133.05 0.1295 0.0 24.307 3.147 Vel = 11.68 R12 0.0 2.067 11 10.0 0.500 24.140 to 120.0 0.0 10.000 0.0 M12 133.05 0.1593 0.0 10.500 1.673 Vet = 12.72 0.0 133.05 25.813 KFactor= 26.19 M9 -170.87 2.067 11 10.0 0.500 32.720 to 120.0 0.0 10.000 -0.217 R9 -170.87 -0.2531 0.0 10.500 -2.658 Vet = 16.34 R9 43.70 2.157 2T 24.613 76.000 29.845 K Factor = 8.00 to 120.0 0.0 24.613 0.0 10 -127.17 -0.1191 0.0 100.613 -11.983 Vel= 11.17 10 33.81 2.157 IT 12.307 8.000 17.862 K Factor 8.00 to 120.0 0.0 12.307 0.0 ii -93.36 -0.0672 0.0 20.307 -1.365 Vel = 8.20 ii 32.50 2.157 IT 12.307 8.000 16.497 K Factor 8.00 to 120.0 0.0 12.307 0.0 12 -60.86 -0.0305 0.0 20.307 -0.619 Vel = 5.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 -Final Calculations - Hazen-Williams Your Company Name Page 7 -2320 Faraday Date 02/09/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 12 31.87 2.157 IT 12.307 8.000 15.878 K Factor 8.00 to 120.0 0.0 12.307 0.0 13 -28.99 -0.0077 0.0 20.307 -0.157 Vel = 2.55 13 31.72 2.157 IT 12.307 8.000 15.721 K Factor = 8.00 to 120.0 0.0 12.307 0.0 14 2.73 0.0001 0.0 20.307 0.002 Vel = 0.24 14 31.73 2.157 IT 12.307 8.000 15.723 K Factor =8.00 to 120.0 0.0 12.307 0.0 15 34.46 0.0106 0.0 20.307 0.216 Vel = 3.03 15 31.93 2.157 IT 12.307 8.000 15.939 K Factor =8.00 to 120.0 0.0 12.307 0.0 16 66.39 0.0358 0.0 20.307 0.727 Vel = 5.83 16 32.66 2.157 IT 12.307 8.000 16.666 K Factor = 8.00 to 120.0 0.0 12.307 0.0 17 99.05 0.0750 0.0 20.307 1.524 Vel = 8.70 17 34.12 2.157 IT 12.307 8.000 18.190 K Factor 8.00 to 120.0 0.0 12.307 0.0 18 133.17 0.1297 0.0 20.307 2.634 Vel= 11.69 18 0.0 2.157 IT 12.307 12.000 20.824 to 120.0 0.0 12.307 0.217 R13 133.17 0.1297 0.0 24.307 3.152 Vel= 11.69 R13 0.0 2.067 IT 10.0 0.500 24.193 to 120.0 0.0 10.000 0.0 M13 133.17 0.1596 0.0 10.500 1.676 Vel= 12.73 0.0 133.17 25.869 KFactor= 26.18 M8 -171.81 2.067 IT 10.0 0.500 33.043 to 120.0 0.0 10.000 -0.217 R8 -171.81 -0.2557 0.0 10.500 -2.685 Vel = 16.43 R8 43.92 2.157 2T 24.613 76.000 30.141 K Factor 8.00 to 120.0 0.0 24.613 0.0 19 -127.89 -0.1204 0.0 100.613 -12.109 Vel= 11.23 19 33.97 2.157 IT 12.307 8.000 18.032 K Factor =8.00 to 120.0 0.0 12.307 0.0 20 -93.92 -0.0680 0.0 20.307 -1.381 Vel = 8.25 20 32.64 2.157 IT 12.307 8.000 16.651 K Factor = 8.00 to 120.0 0.0 12.307 0.0 21 -61.28 -0.0308 0.0 20.307 -0.626 Vel = 5.38 21 32.03 2.157 IT 12.307 8.000 16.025 K Factor 8.00 to 120.0 0.0 12.307 0.0 22 -29.25 -0.0079 0.0 20.307 -0.160 Vel = 2.57 22 31.86 2.157 IT 12.307 8.000 15.865 K Factor =8.00 to 120.0 0.0 12.307 0.0 23 2.61 0.0001 0.0 20.307 0.002 Vel = 0.23 23 31.87 2.157 IT 12.307 8.000 15.867 K Factor = 8.00 to 120.0 0.0 12.307 0.0 24 34.48 0.0106 0.0 20.307 0.216 Vel = 3.03 24 32.08 2.157 IT 12.307 8.000 16.083 K Factor= 8.00 to 120.0 0.0 12.307 0.0 25 66.56 0.0360 0.0 20.307 0.731 Vel = 5.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Wijllams Your Company Name Page 8 2320 Faraday Date 02/09/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 25 32.81 2.157 iT 12.307 8.000 16.814 K Factor =8.00 to 120.0 0.0 12.307 0.0 26 99.37 0.0754 0.0 20.307 1.532 Vet = 8.72 26 34.26 2.157 IT 12.307 8.000 18.346 K Factor = 8.00 to 120.0 0.0 12.307 0.0 27 133.63 0.1305 0.0 20.307 2.651 Vet = 11.73 27 0.0 2.157 11 12.307 12.000 20.997 to 120.0 0.0 12.307 0.217 R14 133.63 0.1305 0.0 24.307 3.172 Vet = 11.73 R14 0.0 2.067 iT 10.0 0.500 24.386 to 120.0 0.0 10.000 0.0 M14 133.63 0.1607 0.0 10.500 1.687 Vet = 12.78 0.0 133.63 26.073 KFactor= 26.17 M7 -139.81 2.067 iT 10.0 0.500 33.730 to 120.0 0.0 10.000 -0.217 R7 -139.81 -0.1746 0.0 10.500 -1.833 Vet = 13.37 R7 45.03 2.157 2T 24.613 100.000 31.680 K Factor 8.00 to 120.0 0.0 24.613 0.0 28 -94.78 -0.0692 0.0 124.613 -8.617 Vet = 8.32 28 38.42 2.157 11 12.307 8.000 23.063 K Factor = 8.00 to 120.0 0.0 12.307 0.0 29 -56.36 -0.0264 0.0 20.307 -0.537 Vet = 4.95 29 37.97 2.157 11 12.307 8.000 22.526 K Factor 8.00 to 120.0 0.0 12.307 0.0 30 -18.39 -0.0033 0.0 20.307 -0.067 Vet = 1.61 30 37.91 2.157 iT 12.307 8.000 22.459 K Factor 8.00 to 120.0 0.0 12.307 0.0 31 19.52 0.0037 0.0 20.307 0.075 Vet = 1.71 31 37.97 2.157 iT 12.307 8.000 22.534 K Factor = 8.00 to 120.0 0.0 12.307 0.0 32 57.49 0.0274 0.0 20.307 0.557 Vet = 5.05 32 38.45 2.157 iT 12.307 8.000 23.091 K Factor 8.00 to 120.0 0.0 12.307 0.0 33 95.94 0.0707 0.0 20.307 1.436 Vet = 8.42 33 0.0 2.157 iT 12.307 12.000 24.527 to 120.0 0.0 12.307 0.217 R15 95.94 0.0707 0.0 24.307 1.718 Vet = 8.42 R15 0.0 2.067 0.0 0.500 26.462 to 120.0 0.0 0.0 0.0 M15 95.94 0.0880 0.0 0.500 0.044 Vet = 9.17 0.0 95.94 26.506 K Factor = 18.63 M6 -68.38 2.067 iT 10.0 0.500 34.802 to 120.0 0.0 10.000 -0.217 R6 -68.38 -0.0465 0.0 10.500 -0.488 Vet = 6.54 R6 0.0 2.157 2T 24.613 152.000 34.097 to 120.0 0.0 24.613 0.217 R16 -68.38 -0.0378 0.0 176.613 -6.676 Vet = 6.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 final Calculations - Hazen-Williams Your Company Name Page 9 2320 Faraday Date 02/09/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R16 0.0 2.067 IT 10.0 0.500 27.638 to 120.0 0.0 10.000 0.0 M16 -68.38 -0.0465 0.0 10.500 -0.488 Vel = 6.54 0.0 -68.38 27.150 K Factor = -13.12 M5 -72.16 2.067 1 10.0 0.500 36.092 to 120.0 0.0 10.000 -0.217 R5 -72.16 -0.0513 0.0 10.500 -0.539 Vel = 6.90 R5 0.0 2.157 21 24.613 152.000 35.336 to 120.0 0.0 24.613 0.217 R17 -72.16 -0.0418 0.0 176.613 -7.374 Vel = 6.34 R17 0.0 2.067 IT 10.0 0.500 28.179 to 120.0 0.0 10.000 0.0 M17 -72.16 -0.0514 0.0 10.500 -0.540 Vel = 6.90 0.0 -72.16 27.639 K Factor= -13.73 M4 -77.49 2.067 IT 10.0 0.500 37.630 to 120.0 0.0 10.000 -0.217 R4 -77.49 -0.0586 0.0 10.500 -0.615 Vel = 7.41 R4 0.0 2.157 21 24.613 152.000 36.798 to 120.0 0.0 24.613 0.217 R18 -77.49 -0.0476 0.0 176.613 -8.413 Vel = 6.80 R18 0.0 2.067 11 10.0 0.500 28.602 to 120.0 0.0 10.000 0.0 M18 -77.49 -0.0586 0.0 10.500 -0.615 Vel = 7.41 0.0 -77.49 27.987 K Factor = -14.65 M3 -84.22 2.067 11 10.0 0.500 39.457 to 120.0 0.0 10.000 -0.217 R3 -84.22 -0.0684 0.0 10.500 -0.718 Vel = 8.05 R3 0.0 2.157 21 24.613 152.000 38.522 to 120.0 0.0 24.613 0.217 R19 -84.22 -0.0556 0.0 176.613 -9.814 Vel= 7.39 R19 0.0 2.067 11 10.0 0.500 28.925 to 120.0 0.0 10.000 0.0 M19 -84.22 -0.0684 0.0 10.500 -0.718 Vel = 8.05 0.0 -84.22 28.207 K Factor = -15.86 M2 -92.21 2.067 iT 10.0 0.500 41.624 to 120.0 0.0 10.000 -0.217 R2 -92.21 -0.0809 0.0 10.500 -0.849 Vel = 8.82 R2 0.0 2.157 2T 24.613 152.000 40.558 to 120.0 0.0 24.613 0.217 R20 -92.21 -0.0657 0.0 176.613 -11.606 Vel= 8.10 R20 0.0 2.067 IT 10.0 0.500 29.169 to 120.0 0.0 10.000 0.0 M20 -92.21 -0.0809 0.0 10.500 -0.849 Vel = 8.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Wliams Your Company Name Page 10 2320 Faraday Date 02/09/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt P1/Ft Eqv. Ln. Total P1 Pn 0.0 -92.21 28.320 K Factor = -17.33 Mi -101.33 2.067 1 10.0 0.500 44.194 to 120.0 0.0 10.000 -0.217 Ri -101.33 -0.0963 0.0 10.500 -1.011 Vet = 9.69 Ri 0.0 2.157 2T 24.613 152.000 42.966 to 120.0 0.0 24.613 0.217 R21 -101.33 -0.0782 0.0 176.613 -13.818 Vet = 8.90 R21 0.0 2.067 1 10.0 0.500 29.365 to 120.0 0.0 10.000 7.146 M21 -101.33 -0.0963 0.0 10.500 -1.011 Vet = 9.69 0.0 -101.33 35.500 K Factor -17.01 M12 133.05 4.26 0.0 12.000 25.813 to 120.0 0.0 0.0 0.0 M13 133.05 0.0047 0.0 12.000 0.056 Vet = 2.99 M13 133.17 4.26 0.0 12.000 25.869 to 120.0 0.0 0.0 0.0 M14 266.22 0.0170 0.0 12.000 0.204 Vet = 5.99 M14 133.63 4.26 0.0 12.000 26.073 to 120.0 0.0 0.0 0.0 M15 399.85 0.0361 0.0 12.000 0.433 Vet = 9.00 MiS 95.94 4.26 0.0 12.000 26.506 to 120.0 0.0 0.0 0.0 M16 495.79 0.0537 0.0 12.000 0.644 Vet = 11.16 M16 -68.39 4.26 0.0 12.000 27.150 to 120.0 0.0 0.0 0.0 M17 427.4 0.0408 0.0 12.000 0.489 Vet = 9.62 M17 -72.16 4.26 0.0 12.000 27.639 to 120.0 0.0 0.0 0.0 M18 355.24 0.0290 0.0 12.000 0.348 Vet = 8.00 M18 -77.48 4.26 0.0 12.000 27.987 to 120.0 0.0 0.0 0.0 M19 277.76 0.0183 0.0 12.000 0.220 Vet = 6.25 M19 -84.22 4.26 0.0 12.000 28.207 to 120.0 0.0 0.0 0.0 M20 193.54 0.0094 0.0 12.000 0.113 Vet = 4.36 M20 -92.21 4.26 0.0 12.000 28.320 to 120.0 0.0 0.0 7.146 M21 101.33 0.0028 0.0 12.000 0.034 Vet = 2.28 0.0 101.33 35.500 KFactor= 17.01 M10 170.61 4.26 0.0 12.000 32.631 to 120.0 0.0 0.0 0.0 M9 170.61 0.0074 0.0 12.000 0.089 Vet = 3.84 M9 170.88 4.26 0.0 12.000 32.720 to 120.0 0.0 0.0 0.0 M8 341.49 0.0269 0.0 12.000 0.323 Vet = 7.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Wliams Your Company Name Page II 2320 Faraday Date 02/09/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M8 171.81 4.26 0.0 12.000 33.043 to 120.0 0.0 0.0 0.0 M7 513.3 0.0572 0.0 12.000 0.687 Vet = 11.55 M7 139.81 4.26 0.0 12.000 33.730 to 120.0 0.0 0.0 0.0 M6 653.11 0.0893 0.0 12.000 1.072 Vel = 14.70 M6 68.39 4.26 0.0 12.000 34.802 to 120.0 0.0 0.0 0.0 M5 721.5 0.1075 0.0 12.000 1.290 Vet = 16.24 M5 72.16 4.26 0.0 12.000 36.092 to 120.0 0.0 0.0 0.0 M4 793.66 0.1282 0.0 12.000 1.538 Vet = 17.87 M4 77.48 4.26 0.0 12.000 37.630 to 120.0 0.0 0.0 0.0 M3 871.14 0.1522 0.0 12.000 1.827 Vet = 19.61 M3 84.22 4.26 0.0 12.000 39.457 to 120.0 0.0 0.0 0.0 M2 955.36 0.1806 0.0 12.000 2.167 Vet = 21.50 M2 92.21 4.26 0.0 12.000 41.624 to 120.0 0.0 0.0 0.0 Ml 1047.57 0.2142 0.0 12.000 2.570 Vet = 23.58 Ml 101.33 4.26 1 26.334 10.000 44.194 to 120.0 0.0 26.334 7.146 TOR 1148.9 0.2541 0.0 36.334 9.232 Vet = 25.86 TOR 0.0 6.357 lFsp 0.0 16.000 60.572 to 120.0 2E 35.205 35.205 1.000 ** Fixed Loss = 1 BOR 1148.9 0.0362 0.0 51.205 1.852 Vet = 11.61 BOR 0.0 6.28 4E 100.265 14.000 63.424 to 150.0 0.0 100.265 1.299 BFI 1148.9 0.0254 0.0 114.265 2.902 Vet = 11.90 BFI 0.0 6.28 IT 25.37 6.000 67.625 to 100.0 0.0 25.370 -2.599 BF2 1148.9 0.0538 0.0 31.370 1.688 Vet = 11.90 BF2 0.0 6.28 iZig 0.0 3.000 66.714 to 100.0 0.0 0.0 13.857 ** Fixed Loss= 11.259 BF3 1148.9 0.0537 0.0 3.000 0.161 Vet = 11.90 BF3 0.0 6.28 1E 11.839 6.000 80.732 to 100.0 0.0 11.839 0.0 BF4 1148.9 0.0538 0.0 17.839 0.960 Vet = 11.90 BF4 0.0 5.86 1E 17.893 45.000 81.692 to 150.0 1L 11.503 67.738 0.0 TEE 1148.9 0.0356 11 38.342 112.738 4.011 Vet= 13.67 TEE 0.0 7.68 iT 43.857 5.000 85.703 to 150.0 0.0 43.857 -1.299 SOR 1148.9 0.0095 0.0 48.857 0.465 Vet = 7.96 500.00 Qa = 500.00 1648.90 84.869 KFactor = 178.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ---ATE F 'IRE PROTECTION SERVICES INC. C-16 License #926322 13771 Danielson Street, Suite G - Poway, CA 92064 Phone (858) 486-0900 - Fax (858) 486-0950 DATE: 2-9-2016 PROJECT: 2320 FARADAY 2320 FARADAY AVE CARSLBAD, CA 92009 GENERAL CONTRACTOR: WATKINS LANDMARK 6160 INNOVATION WAY CARLSBAD, CA 92009 FIRE SPRINKLER MATERIALS SUBMITTAL AS1 60031 2320 FARADAY AV FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot-dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. I *V ii ufl® iL 1k AJW II @HmamI 1 1.315 1.097 1.41 lbs/ft 91 11/4 -- 1.660 IL 1.442 t81 lbs/ft ., - 61 - 11/2 1.900 1.682 209 lbs/ft 61 2 2.375 2.157 2.64 lbs/ft 37 - 21/2 -- 2.875 2.635 3.53 lbs/ft 30 3 3.500 3.260 4.34 lbs/ft 19 4 - .... 4.500 ii 4.260 .1 5.62 lbs/ft 19 Schedule 40 Pipe I A Gamma&lft H I I 1 [1.315 1.Q4 1.68 lbs/ft 70 11/4 , 1.660 1.380 - 2.27 lbs/ft 51 1 1/2 100 L 1.610:2.72 lbs/ft 44_ 2 1 2.375 1 2.067 3.66 lbs/ft 30 21/2 2.875 2.4 . - 5.80 lbs/ft 30 .3 .. . - . 3.20 3.068 - - 7.58 lbs/ft - 19 - - - 4.500 .. - 4.026 10.80 lbs/ft [ - - 19 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. Chesterfield, MO 63017 contact your salesperson C& Chesterfield, (NZ \ 1819 Clarkson Road For additional information, 8 LISTED BULL (800) 325-4467 today at (800) 325-4467 or L. MOOSE TUBE COMPANY FAX: (636) 537-2645 (636) 537-2600 in the USA, www.bullmoosetube.com or from Canada ACflPflROcompany e-mail: sales@bullmoosetube.com call (800) 882-4666 APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 12/09 FireLock® FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD-developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic PS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock EZ® Style 009H couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel. Red Enamel in EMEA-l. Optional; Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect _ Para__________ Location Approved Date www.victaulic.com viclAuLic IS REGISTERED TRADEMARK OF vlclAuuc COMPANY. © 2011 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. REV_J \4t9u1jC 10.03_I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS FireLock® Fittings DIMENSIONS - C to E1 NO. 001 10.03 to C to l T NO. 003 NO. 002 NO. 006 II 90? Elbow 45* Elbow Straight Tee Cap 1 /4 1.660 0.8 0.3 32 42.4 - - - - - - - 21 0.1 11/2 1.900 - - - - - - 0.82 0.4 40 - 48.3 - - - - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 - 60.3 70 0.8 51 0.8 - -70 1.1 22 0.3 2½ 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 1 73.0 -- 76 1.4 57 1.0 76 1.6 22 0.5 76.1 mm 3.000 3.00 3.30 2.25 2.4 76.1 76 1.5 57 1.1 - - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 108mm 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108.0 102 2.6 76 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 - 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 1 25 1.9 159 6.250 mm 5.50 12.6 3.50 9.2 550 17.9 158.8 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 - - - 168.3 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. Q 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1O.03_2 ftauIicr REVJ IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 FireLock® Fittings FLOW DATA Size Frictional Equivalent Feet/meters Resist nce of Straight Pipe t T-- A& is IMM - - - 1¼ 1.660 - 32 42.4 - - - 1½ 1.900 - - - - 40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2½ 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 1 3.000 4.5 2.3 11.0 4.5 76 mm - 76.1 1.4 1 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 10mm 8 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 - - 141.3 2.6 1.3 6.4 2.6 1mm 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 .50 - - 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com lllt Aata-uhd VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_i 10.03_3 GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009/009V/009H couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.03 1539 REV UPDATED 8/2011 ic _tau liC vICTAuLIc IS A REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.03 FireLock EZTM Rigid Coupling STYLE 009 (UL, FM) STYLE 009V (UL, FM, VdS, LPCB) The FireLock EZ Style 009 and Style 009V couplings are rigid, installation-ready couplings for fire protection pipe joining. The coupling's unique design eliminates loose parts, insures consis- tent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009 and Style 009V couplings are recommended for use ONLY on fire protection systems. ENTED STYLE 009 LISTINGS/APPROVALS t The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Pipe Size Pressure Rating - psi Pipe Size Pressure Rating - psi Pipe ~ Size 1 1/4 - 2 5 1 V4 - 2 175 175 175 EZT 1 1/4 - 2 300 300 300 MT 300 300 1300 10,40 514-4 300 300 300 FF 1¼-4 300 300 300 MLT 1Y4-2 300 300j 300 BLT 114-2 300 300 300 FLF 11/4_4 N/A N/A 300 ST 114-2 N/A N/Al 300 OF 114-4 300 300 300 FLT 114-2 N/A N/A 300 STF 114-4 N/A 300 OT 114-2 300 300 300 FLTL 114-2 N/A N/A 300 TF 214-4 N/A N/A 300 EF IV/4-4 175 175 175 GL 1 1/4-2 300 300 300 WLS 11/4-2 300 300 300 EL 114-2 300 300 300 05 1Y4-2 175 175 175 WST 11/4-2 175 175 175 ET40 114-2 300 300 300 G7 11/4 -2 300 300 300 XL 1¼-2 300 300 300 EZF 3-4 300 300 300 1 MF 114-4 1 300 300 300 STYLE 009V LISTINGS/APPROVALS tt lPipe T1Schedule Size Pressure Rating § 76.1 mm - 16Bar 1613ar - 232psi 232psi 114-4,76.1mm 16 Bar 16Bar 32-100 232 psi 232psi - 1¼ - - 16Bar 20.7 Bar 32 232psi 300 psi iFs - - 1613ar 20.7 Bar 40 232psi 300p5i 10,40 2 - 16Bar 20.7 Bar 50 232psi 300psi 3 - - tôBar 20.7 Bar 80 232psi 300 psi 4 - 16 Bar 20.7 Bar 100 232 psi 300 psi Listed/Approved for wet and dry pipe systems (> -40F/-40Cl. For rigid pipe connections in systems operating below 0F/-18C Victaulic recommends Style 005 FireLock rigid couplings with Grade "L" silicone gaskets. * Please refer to the Victaulic Field Installation Handbook (1-500) for details concerning when supplemental lubrication is required. § Style 009V couplings are VdS and LPC approved to 16 Bar/232 psi for wet and dry fire protection systems. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para__________ Location Date________ Approved Date www.victaulic.com ic vIcTAULIC ISA REGISTERED TRADEMARK OF VICTAULIc COMPANY.© 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H 10.60_1 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.60 FireLock EZTM Rigid Coupling STYLE 009 (UL, FM) STYLE 009V (UL, FM, VdS, LPCB) STYLE 009 DIMENSIONS STYLE 009 PRE-ASSEMBLED (STAB IN CONDITION) F44-; STYLE 009 JOINT ASSEMBLED Size 1 Max. Work. Max. End ., Allow. Endl @ Bolt/Nut ': . I Aprx. Dimensions LLhI Fol ta 1¼ 1.660 300 649 0.10 2 - /8 x 2 3.13 4.93 2.86 4.83 1.93 1.5 32 42.4 2068 2888 2.54 80 125 73 123 49 0.7 1½ 1.900 300 851 0.10 2- /8 x 2 3.38 5.16 3.11 5.07 1.86 1.7 40 48.3 2068 3787 2.54 86 131 79 129 47 0.8 2 2.375 300 1329 0.12 3.88 5.81 3.59 5.68 1.86 1.9 50 60.3 2068 5914 3.05 2 - /8 x 2/2 99 148 91 144 47 0.9 21/2 2.875 300 1948 0.12 2-/8 x2/2 4.38 6.21 4.08 6.10 1.87 2.0 65 73.0 2068 8668 3.05 111 158 104 155 48 0.9 3 3.500 300 2886 0.12 2 - /8 x 2/2 5.06 6.68 4.73 6.43 1.90 4.3 80 88.9 2068 12842 3.05 129 170 120 163 48 2.0 4 4.500 300 4771 0.17 6.46 8.64 6.00 8.34 1 .10 2.3 100 114.3 2068 1 21230 4.32 2-3/8 x2/2 164 220 152 212 1 53 1.0 @ t Refer to notes below. Dimensions - Inches/mm rirr _ L] • ! [1 11/4 1.660 300 649 0.10 3.14 4.84 2.85 4.65 1.91 1.6 32 42.4 2068 2888 2.54 - 2 1/10 57 80 123 72 118 49 0.7 1½ 1.900 300 851 0.10 Ml 7 2 - 0 x 3.34 5.06 3.13 4.85 1.92 1.7 40 48.3 2068 3787 2.54 85 129 80 123 49 0.8 2 2.375 300 1329 0.12 2-1/10 x64 3.91 5.66 3.61 5.47 1.94 2.1 50 60.3 2068 5914 3.05 99 144 92 139 49 0.9 76.1 mm 3.000 300 1948 0.12 2- Mb <54 4.57 6.46 4.17 6.18 1.96 2.3 76.1 2068 8668 3.05 116 164 106 157 50 1.1 3 3.500 300 2886 0.12 - 2 1/10 64 5.15 7.12 4.73 6.67 1.94 2.6 80 88.9 2068 12842 3.05 131 181 120 169 49 1.2 4 4.500 300 4771 0.17 2 -Mb x64 6.39 8.74 6.05 8.46 2.11 4.6 100 114.3 2068 21230 4.32 162 222 154 215 54 2.1 * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See pages 3 and 4 of this document for Listed/Approved ratings on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. STYLE 009V DIMENSIONS Y k7~ Z~ 0, STYLE 009 PRE-ASSEMBLED (STAB IN CONDITION) STYLE 009 JOINT ASSEMBLED www.victaulic.com \jftauIic vicTAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2007 vIcTAuLIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.602 REV_H IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.60 FireLock EZTM Rigid Coupling STYLE 009 (UL, FM) STYLE 009V (UL, FM, VdS, LPCB) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America) Red enamel (Europe) Optional Coatings: Hot dipped galvanized Gasket: Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. www.victaulic.com \JltaUIiC viclAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H 10.60_3 STYLE 009 (UL, FM) STYLE 009V (UL, FM, VdS, LPCB) GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009 and Style 009V couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V couplings. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. III IIIII III IIIlIIIIIIIlIIIIIDIIlIIII I WCAS-78KHF-IG For complete contact information, visit www.victaulic.com 10.60 3999 REV H UPDATED 11/2007 ictauIic vicTAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 vlcrAuLic COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.60 STYLE 75 Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi/3450kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. The Victaulic standard flexible coupling offering for grade "EHP" or °T" gaskets is the Style 177 installation-ready flexible coupling. For all available sizes, the Style 177 is the standard flexible coupling Victaulic supplies in North America for piping systems using Grade °EHP" or "T" gaskets. Contact Victaulic for further details. Exaggerated for clarity MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "1" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+60°C and water over +150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. NOTE: Additional gasket styles are available. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Pa ra Location Approved www.victaulic.com vICTAuLIc IS A REGISTERED TRADEMARK OF vlclAuLlc COMPANY. © 2009 vlcrAuLic COMPANY. ALL RIGHTS RESERVED.. REV_K \4tauIic 06.05_i CARBON STEEL PIPE - GROOVED COUPLINGS 06.05 Flexible Coupling STYLE 75 DIMENSIONS Size I' rk PressureiMax. End .r. Allow. Pipe End Sep. t Deflect CJ I: - Inches/mm Boll/Nul@ No - Size rnn nsions Tf L HL LJ 1 1 1.315 500 680 0-0.06 2 - 43 0.57 2 - 3/ x 2 238 427 1.77 13 -- 25 33.4 3450 3025 0- 1.6 48 61 108 45 0.6 11/4 1.660 500 1080 0-0.06 2 10' 0.45 - 2 3/ 2 2.68 4.61 1.77 1.4 32 42.2 3450 4805 0-1.6 - 38 68 117 45 0.6 1½ 1.900 500 1.420 0-006 , 1 -56 0.40 2- /8 x 2 2.91 4.82 1.77 1.5 - - 40 - 48.3 3450 6320 0- 1.6 33 74 122 45 0.6 2 2.375 500 2.215 0-0.06 , 1 -31 0.32 2- /8 x 2 3.43 5.22 1.88 1.7 - 50 60.3 3450 9860 0-1.6 26 87 133 48 0.8 2½ 2.875 500 3.245 0-0.06 is, 0.26 - 2 3/8 X 2 3.88 5.68 1.88 1.9 65 73.0 3450 14440 0-1.6 - - 22 98 144 48 0.9 761 mm 3.000 500 3.535 0-0.06 1 -12' 0.26 8 2- / x2 4.00 5.90 1.88 1.9 76.1 3450 15730 0-1.6 22 102 150 48 0.9 3 3.500 500 4.800 0-0.06 , 1 -2 0.22 2-hx2~ 4.50 7.00 1.88 2.9 80 88.9 3450 21360 0-1.6 18 114 178 48 1.3 3½ 4.000 500 6.300 0-006 0, 54 0.19 2-/2x21/4 5.00 7.50 1.88 2.9 90 -- 101.6 3450 28035 0-1.6 - 16 127 191 48 1.3 4 4.500 500 7.950 0-0.13 1' -36' 0.34 2- ½ x 2/ 5.80 8.03 2.13 4.1 100 114.3 3450 35380 0-3.2 28 147 204 54 1.9 108.0mm 4.250 450 6.380 0-0.13 , 1 -41 0.35 2- 12x70.0 5.55 7.79 2.13 3.7 108.0 3100 28395 0-3.2 29 141 198 54 1 1.7 4½ 5.000 450 8.820 0-0.13 1 -26 , 0.25 2 ,'s 3/ 6.13 9.43 2.13 5.5 1 127.0 - 3100 39250 0-3.2 21 156 240 54 2.5 5 5.563 450 10.935 0-0.13 1-18' 0.27 2 _5/ X 3 6.88 10.07 2.13 5.8 125 141.3 3100 48660 0-3.2 23 175 256 54 2.6 - 1330 mm 5.250 450 9.735 0-0.13 1' 21' 0.28 - X 2 16 825 6.55 9.37 2.13 6.0 133.0 3100 43325 0-3.2 - 24 . 166 238 54 2.7 139.7 mm 5.500 450 10.665 0-0.13 , 1 -18 0.28 2- ¼ x 6,80 9.59 2.13 6.3 139.7 3100 47460 0-3.2 24 173 244 54 1 2.9 1 24 mm 6.000 450 12.735 0-0.13 1 1 ' - 2 0.21 S/ 2- 8 3/4 7.38 10.48 1.88 6.2 152.4 3100 56670 0-3.2 18 187 266 48 2.8 6 6.625 450 15.525 0-0.13 1. , 0.23 2-/ x 3 8.00 11.07 2.13 7.0 150 168.3 3100 69085 0-3.2 18 203 281 54 3.2 Continued on page 3. t @ Refer to notes on page 3. Ing IL il-11.1,64-15ml, iii &NA; IN www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 302009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 06.05_2 \4tauIic REV_K CARBON STEEL PIPE - GROOVED COUPLINGS 06.05 Flexible Coupling STYLE 75 DIMENSIONS Size Max. W e ' Pressuro Max. End Load Allow. Pipe End Sep.t I Deflect. Fr. CLt Bolt/Nut@ No - Size ions - iiL 6.250 1590mm 450 13.800 0-0.13 . 0.24 - X 2 16 825 7.63 10.49 2.13 6.8 159.0 3100 61405 0-3.2 - 20 194 266 54 3.1 203.2 mm 1 8.000 450 22.635 0-0.13 0'- 54' 0.16 2 - 3/ 4 9.72 13.33 2.31 12.6 2032 3100 100725 0-3.2 13 247 339 58 5.7 8 8.625 450 26.280 0-0.13 0'-50' 0.18 2-V x4V 1034 13.97 232 12.4 200 219.1 3100 116945 0-3.2 14 263 355 59 5.6 2540 10.000 mm 350 27.500 0-0.13 0'-43 0.15 2 V 5½ - S X 12.16 15.81 2.53 20.8 254.0 -- 2400 122375 0-3.2 - 11 309 402 64 9.4 3048 12.000 mm 350 39.500 0-0.13 0. 36' 0.13 - X 2 V 5½ 14.16 17.69 2.53 23.6 304.8 2400 175775 0- 3.2 - 9 360 449 64 10.7 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or Cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/4 -31/2/20-90mm; 25% for 4/100 mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. Ing in ~;T I ii, www.victaulic.com .JtauIic VIcTAULIc IS REGISTERED TRADEMARK OF vIcTAULIc COMPANY. © 2009 vICTAIJLIc COMPANY. ALL RIGHTS RESERVED. REVK 06.05_3 STYLE 75 WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the -100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. For complete contact information, visit www.victaulic.com 06.05 1470 REV K UPDATED 3/2009 ictauliC vicTAuLic IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 06.05 DDnF~n;! A The AGF Manufacturing Inc. Model 1011 TESTAPIDRAIN® matches all the features and benefits of our Model 1000 by providing both the test function and the express drain function in a multistory installation for a wet fire sprinkler system, with the added feature of an integral Model 7000 Pressure Relief Valve with drainage piping. The Model 1011A corn Dues with the requirements of NFPA-13 that stipulate a pressure relief valve be installed on all gridded systems and downstream of all pressure reducing valves (see reverse). The Model 101 1A TESTAPIDRAIN® is a compact single handle ball valve which includes a tamper resistant test orifice and integral tamper resistant sight glasses, and is 300 PSI rated. Available in a full range of sizes from 3/4" to 2' NPT and BSPT, with all specifiable orifice sizes 3/5" (2.8K), 7A6' (4.2K), ½" (5.6K), 17/32" (8.0K), /8" (11.2K, ELO), 3/4" (14.0K, ESFR), and K25 as required by NFPA 13, 2007 Edi- tion (see reverse). The included UL/FM Model 7000 Pressure Relief Valve features a flushing handle and is factory rated for 175 PSI. Other pressure settings are available and may be substituted. Designed to relieve excess system pressure caused by surges or temperature changes as well as solve the dif- ficult problem of providing the relief valve with a convenient drainage-piping outlet. • Shipped with relief valve and bypass drain ports plugged to expedite pressure testing the system. A locking kit is available and can be ordered with the valve to provide vandal resistance or prevent uninten- tional alarm activation. Repair kits including (1) adapter gasket, (1) ball, (2) valve seats, (1) stem packing, and 1) stem washer are avail- able for all TESTAPIDRAIN® valves. Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for main- tenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff volve or a plug downstream of its outlet. TESTANDRAIN is a registered trademark of AGE Manufacturing Inc. CS1011A 10/09 Mb'di..1i!1A RA factory Ra X5 ISI wit e v able DIMENSIONS Orifice Size Available: 3/, 7Ae", 1/2", 17/32", ELO (5/8)*, ESFR (3/4 )*, & K25** SIZE A B C 0 E F G H '/4' 79A6 11/2 23A6 35/8 33/8 113A6 49A6" 6/8' (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 79/16" 11/2" 23/16" 3/8" 33/8' 113A6" 49A6" 6/8" (191 mm) (37.5 mm) (57 mm) (93 mm) 1 (86 mm) (46 mm) (117 mm) (162.5 mm) 11/4 715A6" 111A6' 2A6" 41/4" 35/8' 115A6" 59/16" 51/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 11/2 113A6' 31/4" 51A6" 37/' 25/a' 81/4 10/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 815/16" 113A6' 31/4" 51A6" 3%' 25/8" 8¼' 10/8' (227 mm) (45 mm) (81.5 mm) (127 mm) 1 (99 mm) (67 mm) (207 mm) (274 mm) MonFi IflhlA - FRnrs.ITVIFw MODEL 1011 - PLAN VIEW * Available on 11/4" to 2" size units only ** Available on 11/2" and 2" size units only TO DRAIN THE MODEL 1011 PROVIDES ALL OF THE FOLLOWING... From the 2007 Edition of NFPA 13 I C p Chapter 8.16.2.4.1 * Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. MATERIALS Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling Handle: Steel the flow of the drain. Stem: Rod Brass Chapter A.8.17.4.2 et Pipe System) test connection is permitted to terminate into Ball: C.P. Brass a drain capable of accepting full flow.., using an approved sight Body: Bronze test connection containing a smooth bore corrosion-resistant Valve Seat: Impregnated Teflon® orifice giving a flow equivalent to one sprinkler... Indicator Plate: Steel Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Relief Valve: Bronze Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream Bypass Fittings: Brass of the waterulow alarm. Bypass Tubing: Nylobraid Chapter 8.1 7.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, APPROVALS to provide a flow equivalent to one sprinkler... UL and ULC Listed: (EX4019 Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less & EX4533) than 1", at least one of which shall be brass. FM Approved Chapter 7.1.2 - a gridded wet pipe system shall be provided with a relief valve NYC-BSA No. 720-87-SM set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3* A relief valve of not less than ½" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding 175 PSI. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve MADE IN • - A. c ®1x EftIf ET1ftj - AGF Manufacturing Inc.. Job Name:___________________________ 100 Quaker Lane, Malvern, PA 19355 A Phone: 610-240-4900 Architect:________________________________________ Fax: 6102404906 Engineer: www.testandrain.com Contractor: &OTTER U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION The Model VSR-F is a vane type waterflow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8". LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterfiow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die-cast housing. The cover is held in place with two tamper resistant screws which require a special key for removal. A field installable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD UL, ULC and CSFM Listed, FM and LPC Approved, NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2" conduit Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA 4/lP54 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 40°F/120°F, 4.5°C/49°C Non-corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-1 3D Residential occupancy up to four stories NFPA-1 3R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of a fitting which changes the direction of the waterfiow or within 24" of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2" ±1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft- lbs. of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice Potter Electric Signal Company 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT. #8800001 -REVS PAGE 1 OF 2 C: 5 /O0 DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL SOFT.-LOS OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW 10 SETTINGS (IN SECS.) B C 0 -40 35-55 50-70 1 60 E 90 FIG. 4 To remove knockouts: Place screwdriver at edge of knock- outs, not in the center. DOTF ER VSR-F VANE TYPE WATERFLOW SWITCH WITH RETARD FIG. I SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL U'NG R23-3 CAUTION: An uninsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 2 RETARD ADJUSTMENT. TO CHANGE TIME TURN KNOB (EITH FOR DESIRED TIME DELAY. USE THE AMOUNT OF RETARD NECESSARY TO FALSE ALARMS, A 6' SETTING IS I ADEQUATE FOR THIS. FACTORY IS TO INSTALL, DRILL A HOLE AS INDI PIPE SIZE HOLE SIZE 2"to21/2" 1114+118"- (50mmt065mm) (33mm±2mrr 3" to 8" 7±1/8" (80mmt0200mm) (50mm±2mrr DII WA DWG. #761-30 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: The Model VSR-F has two switches, one can be used to 2 1S OF NORMALLY OPEN CONTACTS _________________________ WATERFLOW ZONE EOLR FROM operate a central station, pro- CLOSE ON ALARM ElS RAND.. ON FIRE PANEL prietary or remote signaling unit, while the other contact is III NO NC used to operate a local audible or visual annunciator. NO I I NC COIN ND NC A condition of LPC Approval of pq this product is that the electri- ._ cal entry must be sealed to THE POSTh'E NC AND NO MARKINGS DC OR HOT AC exclude moisture. ON THE SWITCH ARE FOR AN ALAW1 CONDITION. oN. DC For supervised circuits see THE CONTACTS ARE REVERSED WHEN THE DEVICE IS IN OR NEUTRAL AC DWC. f761-2 "Switch Terminal Connec- HE NORMAL CONDITION. tions" drawing and caution note (Fig. 1). APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterfiow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001 -REVS PAGE 2 OF 2 MEG. #5400761 - 7/00 ZURN M odeg 350&0& WILKINS Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal & Vertical) ASSE® Listed 1048 AVV\NA Compliant C510 (with gates only), and C550 CSA® Certified UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MEA 221-04M-2 (2 1/2 - 8) NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Features Sizes: 2 1/2*, 30* , 4, 6, 8, 10 Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWNA C606 (Flanged) ANSI 616.1 Class 125 *2 1/2' & 3" sizes use 4" body & reducer couplings Dimensions & Weights (do not include pkg.) MODEL WEIGHT 350ADA WITHOUT WITH OS&Y WITH OS&Y WITH BUTTERFLY SIZE GATES GATES (GXF) GATES (GXG) VALVES (GxG) in. mm lbs. kg lbs. I kg lbs. kg lbs. kg 2 1/2 65 105 47.5 207 94 199 90.3 123.8 56.2 3 80 104 47 224 101.5 214 97 124.4 56.5 4 100 91 41.3 245 111 219 99.4 123 55.8 6 150 141 64 377 171 347 158 193 87.6 8 200 302 137 778 353.2 754 342.3 410 186 10 250 355 161 1040 472.7 918 416.5 527 239.3 (with OS&Y gates (with BGVIC valves Options (Suffixes can be combined) U - with flanged end OS & Y gate valves (standard) U L - less shut-off valves (grooved body connections) U LM - less water meter U - with remote reading meter U - with gallon meter (standard) U CFM - with cu ft meter U CMM - with cu meter meter U G - with grooved end OS&Y gate valves U FG - with flanged inlet gate connection and grooved outlet gate connection U P1 - with Post Indicator Gate Valves (4-10") UBGVIC - with grooved end butterfly valves valves with integral supervisory switches Accessories U Repair kit (rubber only) U Thermal expansion tank (Model XT) U OS & Y Gate valve tamper switch (OSY-40) MODEL 350ADA with OS&Y option Q) 4-1-I MODEL DIMENSION (approximate) 350ADA AWITH BLESS E EWITH SIZE A BUTTERFLY GATE C D E OS&Y OPEN OS&Y BUTTERFLY F C Attention: VALVES VALVES CLOSED VALVES in mx, in I mm in I mm in mm in Imm in mm in I mm in Imm in mm in mm in mm MOd350ADA (grooved body) and Model 350DA (flange body) 21/2 65 351/8 892 321/8 816 201/8 511 41/2 114 9 229 163/8 416 137/8 352 8 203 6 152 71/4 184 38036V89 83820U85R4V2492297i84798397820361527V44 4 100 381/4 972 331/4 - - - - 845 - 197/8 - 505 - 41 - 114 - 9 - 229 223/4 578 181/4 - 464 - 91/8 232 6 152 8 203 have dlfferent lay - - - - - - - 615047V40040V4W2225865751O14010v226730v8765233/4603wv82577 17810254 lengths. 8 200 62 1575 55 1397 8 1/2 978 10 254 12 305 373/4 959 291/4 743 1115/16 303 81/2 216 11 279 10 250 645/8 1642 581/2 1485 j38 1/2 978 10 254 12 305 453/4 1162 353/8 899 135/16 338 81/2 216 12 305 Zurn Industries, LLC I Wilkins Rev. B 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 Date: 12/13 In Canada I Zurn Industries Limited Document No. BF-350ADA 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 Patent No. 5, 913, 331 Product No. Model 350ADA www.zurn.com Page 1 of 2 Flow Characteristics MODEL 350ADA 2 1/2",3" & 4" (STANDARD & METRIC) FLOW RATES (I/n) 0.0 12.6 25.2 37.9 S2 15 Sn a- 10 'U U, Sd) IL o 200 400 600 FLOW RATES (GPM) MODEL 350ADA 6",8" & 10" (STANDARD & METRIC) FLOW RATES (I/n) 0.0 63.1 126.2 189.3 15 10 'U Co 0) 'U a. 0 1000 2000 3000 FLOW RATES (GPM) ' Rated Flaw (established by approval agencies) 50.5 104w 69 800 252.4 104j 69 35 4000 '1!IilE1lD —-- _!.- —-- —-- Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12 (305mm) and a maximum of 30 (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacitythru Schedule40 Pipe(GPM) Pipesize 5 ft/sec 7.5ft/sec lOft/sec 15 ft/sec 2 1/2' 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 PROTECTIVE - - _ ENCLOSURE F \ ii 12'MIN. 30"MAX. IF DIRECTION OF FLOW MODEL 350ADABGVIC (Vertical Installation) MODEL 350ADA (Outdoor Installation) Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NoryITM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 112 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2