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HomeMy WebLinkAbout2810 CARIBOU CT; ; FPC2019-0191; PermitPERMIT REPORT Caty of Carlsbad Print Date: 05/19/2022 Permit No: FPC2019-0191 Job Address: 2810 CARIBOU CT, CARLSBAD, CA 92010 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2091200300 Track #: Valuation: $4,775,784.50 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Fire Sprinklers Applied: 08/12/2019 Issued: 09/23/2019 DEV2018-0203 Finaled Close Out: 04/23/2020 Final Inspection: INSPECTOR: Maldonado, Adalmira Salcedo, Felix Project Title: CARLSBAD OAKS LOT 4 Description: BADIEE -REVISED PLANS FOR NEW 525 HEAD SPRINKLER SYSTEM (CARLSBAD OAKS NORTH LOT 4) Applicant: FPContractor: JG TATE FIRE PROTECTION SYSTEMS INC JG TATE FIRE PROTECTION SYSTEMS ROB BERRY INC-INACTIVE 13771 DANIELSON ST 13771 DANIELSON ST, # STE I P0 WAY, CA 92064-6896 P0 WAY, CA 92064-6896 (858) 486-0900 (858) 486-0900 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $858.00 FIRE Plan Review Per Hour - Office Hours $204.00 Total Fees: $1,062.00 Total Payments To Date: $1,062.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov Hydraulic Caku lations by Hyd raCALC JG Tate Fire Protection 13771 Danielson St. Suite I Poway, CA 92064 858 486-0900 Job Name : Carlsbad Oaks North Lot #4 (most demanding) Drawing : FP-1.0 Location : 2810 Caribou Court, Carlsbad, CA 92010 Remote Area : 1 Contract : N19108 Data File : N19108-1 Area 1-most demanding-HGLS5O.WXF Computer Programs by Hydratec Inc. Revision: 50.54.2 JG Tate Fire Pjotection Page Carlsbad Oaks North Lot #4 (most demanding) Date HYDRAULIC CALCULATIONS for Project name: Carlsbad Oaks North Lot 4 Location: 2810 Caribou Court, Carlsbad, CA 92010 Drawing no: FP-1.0 Date: 4-3-2020 Design Remote area number: 1 Remote area location: Southwest side of building Occupancy classification: Spec. Warehouse Density: .30 - Gpm/SqFt Area of application: 3000 - SqFt Coverage per sprinkler: 100 max - SqFt Type of sprinklers calculated: Reliable GXLO SSU Sin R2921 No. of sprinklers calculated: 31 In-rack demand: 0 - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1495.1 -GPM @ 62.77 - Psi Type of system: Wet Pipe Volume of dry orpreaction system: N/A - Gal Water supply information Date: 2/12/2019 Location: End of Caribou Court Source: Carlsbad Fire Dept. Name of contractor: JG Tate Fire Protection Address: 13771 Danielson St. / Suite I I Poway, CA 92064 Phone number: 858 486-0900 Name of designer: Rick Larsen Authority having jurisdiction: Carlsbad Fire Department Fire Prevention Div. Notes: (Include peaking information or gridded systems here.) We have included to sets of additonal calculations one with area shifted West (62.69 psi required) One shifted East (62.73 psi required) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C JG Tate Fire Protection Page 2 Carlsbad Oaks North Lot #4 (most demanding) Date City Water Supply: Demand: Cl - Static Pressure : 70 Dl - Elevation : 14.808 C2 - Residual Pressure: 45 D2 - System Flow : 992.11 C2 - Residual Flow : 5300 D2 - System Pressure : 62.767 Hose ( Demand) : 500 D3 - System Demand :1492.11 Safety Margin : 4.836 150 140 130 p120 R11° E10° s 90 S 8 Cl u 70 - R6° I D3 E 50 - C2 __________ 40 30 - 20 Di_ 10 I I I I I 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Sumrrary JG Tate Fire Protection Page 3 Carlsbad Oaks North Lot #4 (most demanding) Date Fitting Legend Abbrev. Name 1/ ~ 1 11/4 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 1390 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA I39O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS 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. Revision: 50.54.2 Flow Summary - NFPA JG Tate Fire Protection Page 4 Carlsbad Oaks North Lot #4 (most demanding) Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 70.0 45 5300.0 67.604 1492.11 62.767 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 27.51 11.2 7.88 31.44 2 27.68 11.2 7.92 31.52 3 27.85 11.2 8.21 32.09 4 28.02 11.2 8.88 33.38 5 28.19 11.2 10.09 35.57 6 28.57 17.07 7 28.18 23.77 8 27.3 24.8 9 27.78 24.6 10 28.12 24.46 11 28.32 24.4 12 28.51 24.37 13 28.7 24.38 14 28.9 24.4 15 28.77 24.6 16 28.5 24.88 17 28.23 25.18 18 28.02 25.44 19 27.81 27.51 TOR 27.13 28.62 BOR 2.0 41.37 DIP 0.0 43.08 HOSE 0.0 51.26 500.0 UG1 0.0 53.58 BFP1 0.0 54.91 BFP2 0.0 59.74 SRC -6.0 62.77 22 27.35 11.2 7.95 31.58 23 27.35 11.2 8.02 31.72 24 27.9 9.23 25 28.7 12.96 26 27.83 14.44 27 28.09 14.39 28 28.35 14.42 29 28.62 14.58 30 28.88 14.78 31 28.76 15.06 32 28.49 15.32 33 28.21 15.53 34 27.93 15.7 35 27.65 15.83 36 28.52 15.87 Computer Programs by Hydratec Inc. Revision: 50.54.2 Flow Summary - NFPA JG Tate Fire Protection Page 5 Carlsbad Oaks North Lot #4 (most demanding) Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 37 28.57 24.78 38 27.69 25.58 39 27.96 25.46 40 27.91 11.2 7.72 41 28.0 11.2 7.35 42 28.1 11.2 7.21 43 28.19 11.2 7.17 44 1 28.29 11.2 7.2 45 28.38 11.2 7.44 46 28.48 11.2 8.0 47 29.0 22.67 48 28.66 23.4 49 28.97 13.09 50 28.36 11.2 7.73 51 28.43 11.2 7.37 52 28.5 11.2 7.24 53 28.58 11.2 7.2 54 28.65 11.2 7.24 55 28.72 11.2 7.48 56 28.79 11.2 8.04 57 29.19 22.63 58 29.23 13.13 59 28.8 11.2 7.69 60 28.85 11.2 7.33 61 28.91 11.2 7.2 62 28.96 11.2 7.18 63 29.01 11.2 7.22 64 29.06 11.2 7.47 65 29.11 11.2 8.04 66 29.39 22.6 67 29.49 14.11 68 29.37 11.2 13.28 69 29.4 11.2 13.28 70 29.42 11.2 13.51 71 29.58 23.08 72 29.76 14.81 73 29.78 23.61 74 29.64 15.09 75 29.65 23.81 76 29.36 15.36 77 29.38 24.09 78 29.08 15.57 79 29.11 24.39 80 28.8 15.74 81 28.84 24.66 31.11 30.37 30.08 30.0 30.06 30.55 31.68 31.14 30.4 30.13 30.05 30.13 30.62 31.76 31.05 30.33 30.06 30.01 30.1 30.61 31.76 40.81 40.82 41.17 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JIG Tate Fire Protection Page 6 Carlsbad Oaks North Lot #4 (most demanding) Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to - or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 27.51 11.20 35.26 2 0.0 10.000 120 7.882 to 0.0 0.0 -0.074 2 27.68 35.26 2.157 0.0 10.000 0.0112 0.112 Vel = 3.10 2 27.68 11.20 31.52 2 0.0 10.000 120 7.920 to 0.0 0.0 -0.074 3 27.85 66.78 2.157 0.0 10.000 0.0362 0.362 Vel = 5.86 3 27.85 11.20 32.09 2 0.0 10.000 120 8.208 to 0.0 0.0 -0.074 4 28.02 98.87 2.157 0.0 10.000 0.0748 0.748 Vet = 8.68 4 28.02 11.20 33.38 2 0.0 10.000 120 8.882 to 0.0 0.0 -0.074 5 28.19 132.25 2.157 0.0 10.000 0.1281 1.281 Vel = 11.61 5 28.19 11.20 35.57 2 0.0 35.920 120 10.089 to 0.0 0.0 -0.165 6 28.57 167.82 2.157 0.0 35.920 0.1990 7.147 Vel = 14.73 6 28.57 -88.96 2 21 24.613 102.010 120 17.071 to E 6.153 30.766 0.169 7 28.18 78.86 2.157 0.0 132.776 0.0492 6.532 Vet = 6.92 7 28.18 0.0 2 T 12.307 0.880 120 23.772 to 0.0 12.307 0.381 8 27.3 78.86 2.157 0.0 13.187 0.0492 0.649 Vel = 6.92 8 27.3 0.0 6 0.0 10.670 120 24.802 to 0.0 0.0 -0.208 9 27.78 78.86 6.357 0.0 10.670 0.0003 0.003 Vel = 0.80 9 27.78 88.96 6 0.0 10.000 120 24.597 to 0.0 0.0 -0.147 10 28.12 167.82 6.357 0.0 10.000 0.0010 0.010 Vet = 1.70 10 28.12 119.86 6 0.0 10.000 120 24.460 to 0.0 0.0 -0.087 11 28.32 287.68 6.357 0.0 10.000 0.0028 0.028 Vel = 2.91 11 28.32 119.27 6 0.0 10.000 120 24.401 to 0.0 0.0 -0.082 12 28.51 406.95 6.357 0.0 10.000 0.0053 0.053 Vet = 4.11 12 28.51 118.93 6 0.0 10.000 120 24.372 to 0.0 0.0 -0.082 13 28.7 525.88 6.357 0.0 10.000 0.0085 0.085 Vel = 5.32 13 28.7 94.73 6 0.0 10.000 120 24.375 to 0.0 0.0 -0.087 14 28.9 620.61 6.357 0.0 10.000 0.0116 0.116 Vel = 6.27 14 28.9 61.83 6 0.0 10.000 120 24.404 to 0.0 0.0 0.056 15 28.77 682.44 6.357 0.0 10.000 0.0138 0.138 Vel = 6.90 15 28.77 61.53 6 0.0 10.000 120 24.598 to 00 0.0 0.117 16 28.5 743.97 6.357 0.0 10.000 0.0162 0.162 Vel = 7.52 16 28.5 61.58 6 0.0 10.000 120 24.877 to 0.0 0.0 0.117 17 28.23 805.55 6.357 0.0 10.000 0.0188 0.188 Vet = 8.14 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 7 Carlsbad Oaks North Lot #4 (most demanding) Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 17 28.23 61.92 6 0.0 7.630 120 25.182 to 0.0 0.0 0.091 18 28.02 867.47 6.357 0.0 7.630 0.0215 0.164 Vet = 8.77 18 28.02 124.64 6 T 37.72 34.050 120 25.437 to 0.0 37.720 0.091 19 27.81 992.11 6.357 0.0 71 .770 0.0276 1.978 Vet = 10.03 19 27.81 0.0 6 E 17.603 12.000 120 27.506 to 0.0 17.603 0.295 TOR 27.13 992.11 6.357 0.0 29.603 0.0276 0.816 Vet = 10.03 TOR 27.13 0.0 6 2E 35.205 32.500 120 28.617 to 0.0 35.205 10.884 BOR 2 992.11 6.357 0.0 67.705 0.0276 1.867 Vet = 10.03 BOR 2 0.0 6 E 20.084 15.000 140 41.368 to 0.0 20.084 0.866 DIP 0 992.11 6.16 0.0 35.084 0.0242 0.848 Vet = 10.68 DIP 0 0.0 6 T 38.342 182.500 150 43.082 to 2E 35.786 118.861 0.0 HOSE 0 992.11 5.86 S 40.899 301.361 0.0271 8.174 Vel= 11.80 G 3.834 HOSE 0 H500 500.00 8 E 22.555 127.580 150 51.256 to 0.0 22.555 0.0 UGI 0 1492.11 7.68 0.0 150.135 0.0155 2.320 Vet = 10.33 UG1 0 to BFP1 0 BFPI 0 to BFP2 0 BFP2 0 to SRC - SRC 1 27.51 to 22 27.35 22 27.35 11.20 to 23 27.35 23 27.35 11.20 to 24 27.9 24 27.9 to 25 28.7 25 28.7 to 26 27.83 0.0 10 E 24.61 197.000 F 12.305 36.914 1492.11 9.42 0.0 233.914 0.0 8 4E 113.872 10.000 Zaf 0.0 113.872 1492.11 8.27 0.0 123.872 0.0 12 T 66.446 69.680 G 6.645 102.991 1492.11 11.2 E 29.901 172.671 0.0 1492.11 -3.82 2 0.0 10.000 0.0 0.0 -3.82 2.157 0.0 10.000 31.58 2 0.0 10.000 0.0 0.0 27.76 2.157 0.0 10.000 31.72 2 E 6.153 31.260 T 12.307 18.460 59.48 2.157 0.0 49.720 93.99 2.5 T 16.474 47.480 0.0 16.474 153.47 2.635 0.0 63.954 0.0 2.5 T 16.474 0.880 0.0 16.474 153.47 2.635 0.0 17.354 150 53.576 0.0 0.0057 1.338 Vet = 6.87 140 54.914 3.312 * * Fixed Loss = 3.312 0.0123 1.518 Vet = 8.91 150 59.744 2.599 0.0025 0.424 Vet = 4.86 62.767 K Factor = 188.34 120 7.882 0.069 -0.0001 -0.001 Vet = 0.34 120 7.950 0.0 0.0071 0.071 Vet = 2.44 120 8.021 -0.238 0.0292 1.452 Vel = 5.22 120 9.235 -0.346 0.0636 4.068 Vet = 9.03 120 12.957 0.377 0.0636 1.104 Vet= 9.03 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 8 Carlsbad Oaks North Lot #4 (most demanding) Date Nodel [levi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 26 27.83 0.0 4 0.0 10.000 120 14.438 to 0.0 0.0 -0.113 27 28.09 153.47 4.26 0.0 10.000 0.0062 0.062 Vel = 3.45 27 28.09 94.97 4 0.0 10.000 120 14.387 to 0.0 0.0 -0.113 28 28.35 248.44 4.26 0.0 10.000 0.0150 0.150 Vet = 5.59 28 28.35 94.99 4 0.0 10.040 120 14.424 to 0.0 0.0 -0.117 29 28.62 343.43 4.26 0.0 10.040 0.0272 0.273 Vel = 7.73 29 28.62 28.07 4 0.0 10.000 120 14.580 to 0.0 0.0 -0.113 30 28.88 371.5 4.26 0.0 10.000 0.0315 0.315 Vel = 8.36 30 28.88 -61.83 4 0.0 10.000 120 14.782 to 0.0 0.0 0.052 31 28.76 309.67 4.26 0.0 10.000 0.0225 0.225 Vel = 6.97 31 28.76 -61.53 4 0.0 10.000 120 15.059 to 0.0 0.0 0.117 32 28.49 248.14 4.26 0.0 10.000 0.0149 0.149 Vel = 5.59 32 28.49 -61.58 4 0.0 10.000 120 15.325 to 0.0 0.0 0.121 33 28.21 186.56 4.26 0.0 10.000 0.0088 0.088 Vel = 4.20 33 28.21 -61.92 4 0.0 10.000 120 15.534 to 0.0 0.0 0.121 34 27.93 124.64 4.26 0.0 10.000 0.0042 0.042 Vel = 2.81 34 27.93 -62.34 4 0.0 10.000 120 15.697 to 0.0 0.0 0.121 35 27.65 62.3 4.26 0.0 10.000 0.0012 0.012 Vet = 1.40 35 27.65 0.0 2 T 12.307 0.880 120 15.830 to 0.0 12.307 -0.377 36 28.52 62.3 2.157 0.0 13.187 0.0318 0.419 Vel = 5.47 36 28.52 0.0 2 2T 24.613 255.960 120 15.872 to 0.0 24.613 -0.022 37 28.57 62.3 2.157 0.0 280.573 0.0318 8.926 Vel = 5.47 37 28.57 0.0 2 T 12.307 0.880 120 24.776 to 0.0 12.307 0.381 38 27.69 62.3 2.157 0.0 13.187 0.0318 0.420 Vel = 5.47 38 27.69 0.0 6 0.0 10.000 120 25.577 to 0.0 0.0 -0.117 39 27.96 62.3 6.357 0.0 10.000 0.0001 0.001 Vel = 0.63 39 27.96 62.34 6 0.0 2.370 120 25.461 to 0.0 0.0 -0.026 18 28.02 124.64 6.357 0.0 2.370 0.0008 0.002 Vet = 1.26 0.0 18 124.64 25.437 K Factor = 24.71 24 27.9 -93.99 2 0.0 22.250 120 9.235 to 0.0 0.0 -0.004 40 27.91 -93.99 2.157 0.0 22.250 -0.0681 -1.515 Vel = 8.25 40 27.91 11.20 31.11 2 0.0 10.000 120 7.716 to 0.0 0.0 -0.039 41 28 -62.88 2.157 0.0 10.000 -0.0324 -0.324 Vel = 5.52 Computer Programs by Hydratec Inc. Revision: 50.542 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 9 Carlsbad Oaks North Lot #4 (most demanding) Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 41 28 11.20 30.37 2 0.0 10.000 120 7.353 to 0.0 0.0 -0.043 42 28.1 -32.51 2.157 0.0 10.000 -0.0095 -0.095 Vel = 2.85 42 28.1 11.20 30.09 2 0.0 10.000 120 7.215 to 0.0 0.0 -0.039 43 28.19 -2.42 2.157 0.0 10.000 -0.0001 -0.001 Vel = 0.21 43 28.19 11.20 30.00 2 0.0 10.000 120 7.175 to 0.0 0.0 -0.043 44 28.29 27.58 2.157 0.0 10.000 0.0070 0.070 Vel = 2.42 44 28.29 11.20 30.05 2 0.0 10.000 120 7.202 to 0.0 0.0 -0.039 45 28.38 57.63 2.157 0.0 10.000 0.0275 0.275 Vel = 5.06 45 28.38 11.20 30.55 2 0.0 10.000 120 7.438 to 0.0 0.0 -0.043 46 28.48 88.18 2.157 0.0 10.000 0.0605 0.605 Vel = 7.74 46 28.48 11.20 31.68 2 T 12.307 127.250 120 8.000 to 0.0 12.307 -0.225 47 29 119.86 2.157 0.0 139.557 0.1067 14.896 Vel= 10.52 47 29 0.0 2 T 12.307 0.880 120 22.671 to 0.0 12.307 0.381 10 28.12 119.86 2.157 0.0 13.187 0.1068 1.408 Vel= 10.52 0.0 10 119.86 24.460 KFactor= 24.24 6 28.57 88.96 2 T 12.307 91.330 120 17.071 to 0.0 12.307 -0.039 48 28.66 88.96 2.157 0.0 103.637 0.0615 6.373 Vel = 7.81 48 28.66 0.0 2 T 12.307 0.880 120 23.405 to 0.0 12.307 0.381 9 27.78 88.96 2.157 0.0 13.187 0.0615 0.811 Vel = 7.81 0.0 9 88.96 24.597 K Factor = 17.94 27 28.09 -94.97 2 T 12.307 0.880 120 14.387 to 0.0 12.307 -0.381 49 28.97 -94.97 2.157 0.0 13.187 -0.0694 -0.915 Vel = 8.34 49 28.97 0.0 2 T 12.307 68.740 120 13.091 to 1 0.0 12.307 0.264 50 28.36 -94.97 2.157 0.0 81.047 -0.0694 -5.624 Vel = 8.34 50 28.36 11.20 31.14 2 0.0 10.000 120 7.731 to 0.0 0.0 -0.030 51 28.43 -63.83 2.157 0.0 10.000 -0.0333 -0.333 Vel = 5.60 51 28.43 11.20 30.40 2 0.0 10.000 120 7.368 to 0.0 0.0 -0.030 52 28.5 -33.43 2.157 0.0 10.000 -0.0101 -0.101 Vel = 2.94 52 28.5 11.20 30.13 2 0.0 10.000 120 7.237 to 0.0 0.0 -0.035 53 28.58 -3.3 2.157 0.0 10.000 -0.0001 -0.001 Vel = 0.29 53 28.58 11.20 30.06 2 0.0 10.000 120 7.201 to 0.0 0.0 -0.030 54 28.65 26.76 2.157 0.0 10.000 0.0066 0.066 Vel = 2.35 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 10 Carlsbad Oaks North Lot #4 (most demanding) Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 54 28.65 11.20 30.13 2 0.0 10.000 120 7.237 to 0.0 0.0 -0.030 55 28.72 56.89 2.157 0.0 10.000 0.0268 0.268 Vet = 4.99 55 28.72 11.20 30.62 2 0.0 10.000 120 7.475 to 0.0 0.0 -0.030 56 28.79 87.51 2.157 0.0 10.000 0.0597 0.597 Vel = 7.68 56 28.79 11.20 31.76 2 T 12.307 127.250 120 8.042 to 0.0 12.307 -0.173 57 29.19 119.27 2.157 0.0 139.557 0.1058 14.761 Vel = 10.47 57 29.19 0.0 2 T 12.307 0.880 120 22.630 to 0.0 12.307 0.377 11 28.32 119.27 2.157 0.0 13.187 0.1057 1.394 Vet = 10.47 0.0 11 119.27 24.401 KFactor= 24.15 28 28.35 -94.99 2 T 12.307 0.880 120 14.424 to 0.0 12.307 -0.381 58 29.23 -94.99 2.157 0.0 13.187 -0.0695 -0.916 Vet = 8.34 58 29.23 0.0 2 T 12.307 68.740 120 13.127 to 0.0 12.307 0.186 59 28.8 -94.99 2.157 0.0 81.047 -0.0694 -5.626 Vel = 8.34 59 28.8 11.20 31.06 2 0.0 10.000 120 7.687 to 0.0 0.0 -0.022 60 28.85 -63.93 2.157 0.0 10.000 -0.0333 -0.333 Vet = 5.61 60 28.85 11.20 30.32 2 0.0 10.000 120 7.332 to 0.0 0.0 -0.026 61 28.91 -33.61 2.157 0.0 10.000 -0.0102 -0.102 Vel = 2.95 61 28.91 11.20 30.06 2 0.0 10.000 120 7.204 to 0.0 0.0 -0.022 62 28.96 -3.55 2.157 0.0 10.000 -0.0001 -0.001 Vet = 0.31 62 28.96 11.20 30.02 2 0.0 10.000 120 7.181 to 0.0 0.0 -0.022 63 29.01 26.47 2.157 0.0 10.000 0.0065 0.065 Vet = 2.32 63 29.01 11.20 30.10 2 0.0 10.000 120 7.224 to 0.0 0.0 -0.022 64 29.06 56.57 2.157 0.0 10.000 0.0267 0.267 Vet = 4.97 64 29.06 11.20 30.61 2 0.0 10.000 120 7.469 to 0.0 0.0 -0.022 65 29.11 87.18 2.157 0.0 10.000 0.0593 0.593 Vet = 7.65 65 29.11 11.20 31.76 2 T 12.307 127.250 120 8.040 to 0.0 12.307 -0.121 66 29.39 118.94 2.157 0.0 139.557 0.1052 14.684 Vet = 10.44 66 29.39 0.0 2 T 12.307 0.880 120 22.603 to 0.0 12.307 0.381 12 28.51 118.94 2.157 0.0 13.187 0.1053 1.388 Vet= 10.44 0.0 12 118.94 24.372 KFactor= 24.09 29 28.62 -28.07 2 T 12.307 0.880 120 14.580 to 0.0 12.307 -0.377 67 29.49 -28.07 2.157 0.0 13.187 -0.0073 -0.096 Vet = 2.46 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 11 Carlsbad Oaks North Lot #4 (most demanding) Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 67 29.49 0.0 2 1 12.307 108.750 120 14.107 to 0.0 12.307 0.052 68 29.37 -28.07 2.157 0.0 121.057 -0.0073 -0.881 Vel = 2.46 68 29.37 11.20 40.81 2 0.0 10.000 120 13.278 to 0.0 0.0 -0.013 69 29.4 12.74 2.157 0.0 10.000 0.0017 0.017 Vel = 1.12 69 29.4 11.20 40.81 2 0.0 10.000 120 13.282 to 0.0 0.0 -0.009 70 29.42 53.55 2.157 0.0 10.000 0.0240 0.240 Vel = 4.70 70 29.42 11.20 41.18 2 T 12.307 127.250 120 13.513 to 0.0 12.307 -0.069 71 29.58 94.73 2.157 0.0 139.557 0.0691 9.639 Vel = 8.32 71 29.58 0.0 2 T 12.307 0.880 120 23.083 to 0.0 12.307 0.381 13 28.7 94.73 2.157 0.0 13.187 0.0691 0.911 Vel = 8.32 0.0 13 94.73 24.375 KFactor= 19.19 30 28.88 61.83 2 T 12.307 0.880 120 14.782 to 0.0 12.307 -0.381 72 29.76 61.83 2.157 0.0 13.187 0.0314 0.414 Vel = 5.43 72 29.76 0.0 2 2T 24.613 256.000 120 14.815 to 0.0 24.613 -0.009 73 29.78 61.83 2.157 0.0 280.613 0.0314 8.803 Vel = 5.43 73 29.78 0.0 2 T 12.307 0.880 120 23.609 to 0.0 12.307 0.381 14 28.9 61.83 2.157 0.0 13.187 0.0314 0.414 Vet = 5.43 0.0 14 61.83 24.404 KFactor= 12.52 31 28.76 61.53 2 T 12.307 0.880 120 15.059 to 0.0 12.307 -0.381 74 29.64 61.53 2.157 0.0 13.187 0.0311 0.410 Vet = 5.40 74 29.64 0.0 2 21 24.613 256.000 120 15.088 to 0.0 24.613 -0.004 75 29.65 61.53 2.157 0.0 280.613 0.0311 8.723 Vet = 5.40 75 29.65 0.0 2 T 12.307 0.880 120 23.807 to 0.0 12.307 0.381 15 28.77 61.53 2.157 0.0 13.187 0.0311 0.410 Vet = 5.40 0.0 15 61.53 24.598 KFactor= 12.41 32 28.49 61.58 2 T 12.307 0.880 120 15.325 to 0.0 12.307 -0.377 76 29.36 61.58 2.157 0.0 13.187 0.0311 0.410 Vet = 5.41 76 29.36 0.0 2 2T 24.613 255.980 120 15.358 to 0.0 24.613 -0.009 77 29.38 61.58 2.157 0.0 280.593 0.0311 8.737 Vel = 5.41 77 29.38 0.0 2 T 12.307 0.880 120 24.086 to 0.0 12.307 0.381 16 28.5 61.58 2.157 0.0 13.187 0.0311 0.410 Vel = 5.41 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 12 Carlsbad Oaks North Lot #4 (most demanding) Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 16 61.58 24.877 KFactor= 12.35 33 28.21 61.92 2 T 12.307 0.880 120 15.534 to 0.0 12.307 -0.377 78 29.08 61.92 2.157 0.0 13.187 0.0315 0.415 Vel = 5.44 78 29.08 0.0 2 2T 24.613 255.980 120 15.572 to 0.0 24.613 -0.013 79 29.11 61.92 2.157 0.0 280.593 0.0315 8.827 Vel = 5.44 79 29.11 0.0 2 T 12.307 0.880 120 24.386 to 0.0 12.307 0.381 17 28.23 61.92 2.157 0.0 13.187 0.0315 0;415 Vet = 5.44 0.0 17 61.92 25.182 KFactor= 12.34 34 27.93 62.34 2 T 12.307 0.880 120 15.697 to 0.0 12.307 -0.377 80 28.8 62.34 2.157 0.0 13.187 0.0318 0.420 Vet = 5.47 80 28.8 0.0 2 2T 24.613 255.970 120 15.740 to 0.0 24.613 -0.017 81 28.84 62.34 2.157 0.0 280.583 0.0319 8.937 Vel = 5.47 81 28.84 0.0 2 T 12.307 0.880 120 24.660 to 0.0 12.307 0.381 39 27.96 62.34 2.157 0.0 13.187 0.0318 0.420 Vet = 5.47 0.0 39 62.34 25.461 K Factor = 12.35 Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C JG Tate Fire Protection Page Shifted East Date City Water Supply: Demand: Cl - Static Pressure : 70 Dl - Elevation : 15.141 C2 - Residual Pressure: 45 D2 - System Flow : 998.96 C2 - Residual Flow : 5300 D2 - System Pressure : 62.730 Hose ( Demand) : 500 D3 - System Demand : 1498.96 Safety Margin : 4.853 150 140 130 p120 R° E10° 90 S 8 Cl u 70 E 50 40 30 C2___ 20 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary JG Tate Fire Protection Page 2 Shifted East Date Fitting Legend Abbrev. Name 1/2 1¼ 11/2 2 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 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA I39O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS 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. Revision: 50.54.2 Flow Summary - NFPA JG Tate Fire Protection Page 3 Shifted East Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 70.0 45 5300.0 67.583 1498.96 62.73 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at -- at Node Notes 1 27.51 11.2 8.24 32.15 2 27.68 11.2 8.3 32.27 3 27.85 11.2 8.64 32.92 4 28.02 11.2 9.39 34.32 5 28.19 11.2 10.72 36.67 6 28.57 16.15 7 28.18 23.4 8 27.3 24.49 9 27.78 24.28 10 28.12 24.15 11 28.32 24.09 12 28.51 24.06 13 28.7 24.07 14 28.9 24.11 15 28.77 24.31 16 28.5 24.59 17 28.23 24.9 18 28.02 25.16 19 27.81 27.25 TOR 27.13 28.37 BOR 2.0 41.15 DIP 0.0 42.87 HOSE 0.0 51.15 500.0 UGI 0.0 53.49 BFP1 0.0 54.84 BFP2 0.0 59.7 SRC -6.0 62.73 22 27.35 11.2 8.31 32.28 23 27.35 11.2 8.37 32.39 24 27.9 9.77 25 28.7 13.28 26 27.83 14.7 27 28.09 14.65 28 28.35 14.67 29 28.62 14.82 30 28.88 15.0 31 28.76 15.27 32 28.49 15.53 33 28.21 15.73 34 27.93 15.89 35 27.65 16.02 36 28.52 16.05 Computer Programs by Hydratec Inc. Revision: 50.54.2 Flow Summary - NFPA JG Tate Fire Protection Page 4 Shifted East Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 37 28.57 24.52 38 27.69 25.3 39 27.96 25.18 40 27.91 11.2 7.68 41 28.0 11.2 7.35 42 28.1 11.2 7.22 43 28.19 11.2 7.18 44 28.29 11.2 7.22 45 28.38 11.2 7.48 46 28.48 11.2 8.08 47 29.0 22.29 48 28.66 23.02 49 28.97 13.4 50 28.36 11.2 7.69 51 28.43 11.2 7.35 52 28.5 11.2 7.23 53 28.58 11.2 7.2 54 28.65 11.2 7.25 55 28.72 11.2 7.51 56 28.79 11.2 8.11 57 29.19 22.25 58 29.23 13.43 59 28.8 11.2 7.64 60 28.85 11.2 7.31 61 28.91 11.2 7.2 62 28.96 11.2 7.17 63 29.01 11.2 7.23 64 29.06 11.2 7.5 65 29.11 11.2 8.1 66 29.39 22.23 67 29.49 14.34 68 29.37 11.2 13.46 69 29.4 11.2 13.46 70 29.42 11.2 13.7 71 29.58 22.76 72 29.76 15.01 73 29.78 23.33 74 29.64 15.28 75 29.65 23.54 76 29.36 15.54 77 29.38 23.82 78 29.08 15.75 79 29.11 24.12 80 28.8 15.92 81 28.84 24.4 Computer Programs by Hydratec Inc. Revision: 50.54.2 31.05 30.36 30.09 30.01 30.1 30.63 31.83 31.05 30.36 30.12 30.05 30.15 30.69 31.89 30.96 30.28 30.05 30.0 30.12 30.67 31.89 41.08 41.09 41.45 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 5 Shifted East Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 27.51 11.20 39.18 2 0.0 10.000 120 8.242 to 0.0 0.0 -0.074 2 27.68 39.18 2.157 0.0 10.000 0.0135 0.135 Vet = 3.44 2 27.68 11.20 32.28 2 0.0 10.000 120 8.303 to 0.0 0.0 -0.074 3 27.85 71.46 2.157 0.0 10.000 0.0410 0.410 Vet = 6.27 3 27.85 11.20 32.92 2 0.0 10.000 120 8.639 to 0.0 0.0 -0.074 4 28.02 104.38 2.157 0.0 10.000 0.0827 0.827 Vet = 9.16 4 28.02 11.20 34.32 2 0.0 10.000 120 9.392 to 0.0 0.0 -0.074 5 28.19 138.7 2.157 0.0 10.000 0.1399 1.399 Vet = 12.18 5 28.19 11.20 36.67 2 0.0 25.920 120 10.717 to 0.0 0.0 -0.165 6 28.57 175.37 2.157 0.0 25.920 0.2158 5.594 Vet = 15.40 6 28.57 -92.97 2 21 24.613 102.010 120 16.146 to E 6.153 30.766 0.169 7 28.18 82.4 2.157 0.0 132.776 0.0534 7.087 Vel = 7.23 7 28.18 0.0 2 T 12.307 0.880 120 23.402 to 0.0 12.307 0.381 8 27.3 82.4 2.157 0.0 13.187 0.0534 0.704 Vet = 7.23 8 27.3 0.0 6 0.0 10.670 120 24.487 to 0.0 0.0 -0.208 9 27.78 82.4 6.357 0.0 10.670 0.0003 0.003 Vet = 0.83 9 27.78 92.97 6 0.0 10.000 120 24.282 to 0.0 0.0 -0.147 10 28.12 175.37 6.357 0.0 10.000 0.0011 0.011 Vet = 1.77 10 28.12 122.70 6 0.0 10.000 120 24.146 to 0.0 0.0 -0.087 11 28.32 298.07 6.357 0.0 10.000 0.0030 0.030 Vet = 3.01 11 28.32 122.13 6 0.0 10.000 120 24.089 to 0.0 0.0 -0.082 12 28.51 420.2 6.357 0.0 10.000 0.0056 0.056 Vet = 4.25 12 28.51 121.81 6 0.0 10.000 120 24.063 to 0.0 0.0 -0.082 13 28.7 542.01 6.357 0.0 10.000 0.0089 0.089 Vet = 5.48 13 28.7 95.76 6 0.0 10.000 120 24.070 to 0.0 0.0 -0.087 14 28.9 637.77 6.357 0.0 10.000 0.0123 0.123 Vet = 6.45 14 28.9 60.01 6 0.0 10.000 120 24.106 to 0.0 0.0 0.056 15 28.77 697.78 6.357 0.0 10.000 0.0144 0.144 Vet = 7.05 15 28.77 59.76 6 0.0 10.000 120 24.306 to 0.0 0.0 0.117 16 28.5 757.54 6.357 0.0 10.000 0.0167 0.167 Vet = 7.66 16 28.5 59.85 6 0.0 10.000 120 24.590 to 0.0 0.0 0.117 17 28.23 817.39 6.357 0.0 10.000 0.0193 0.193 Vet = 8.26 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 6 Shifted East Date Nodel Etevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 17 28.23 60.24 6 0.0 7.630 120 24.900 to 0.0 0.0 0.091 18 28.02 877.63 6.357 0.0 7.630 0.0219 0.167 Vet = 8.87 18 28.02 121.33 6 T 37.72 34.050 120 25.158 to 0.0 37.720 0.091 19 27.81 998.96 6.357 0.0 71.770 0.0279 2.004 Vel = 10.10 19 27.81 0.0 6 E 17.603 12.000 120 27.253 to 0.0 17.603 0.295 TOR 27.13 998.96 6.357 0.0 29.603 0.0279 0.826 Vel = 10.10 TOR 27.13 0.0 6 2E 35.205 32.500 120 28.374 to 0.0 35.205 10.884 BOR 2 998.96 6.357 0.0 67.705 0.0279 1.891 Vel = 10.10 BOR 2 0.0 6 E 20.084 15.000 140 41.149 to 0.0 20.084 0.866 DIP 0 998.96 6.16 0.0 35.084 0.0245 0.859 Vel = 10.75 DIP 0 0.0 6 T 38.342 182.500 150 42.874 to 2E 35.786 118.861 0.0 HOSE 0 998.96 5.86 S 40.899 301.361 0.0275 8.278 Vet = 11.88 G 3.834 HOSE 0 H500 500.00 8 E 22.555 127.580 150 51.152 to 0.0 22.555 0.0 UG1 0 1498.96 7.68 0.0 150.135 0.0156 2.341 Vet = 10.38 UG1 0 0.0 10 F 24.61 197.000 150 53.493 to F 12.305 36.914 0.0 BFP1 0 1498.96 9.42 0.0 233.914 0.0058 1.349 Vel = 6.90 BFP1 0 0.0 8 4E 113.872 10.000 140 54.842 to Zaf 0.0 113.872 3.331 * * Fixed Loss = 3.331 BFP2 0 1498.96 8.27 0.0 123.872 0.0124 1.530 Vet = 8.95 BFP2 0 0.0 12 T 66.446 69.680 150 59.703 to G 6.645 102.991 2.599 SRC -6 1498.96 11.2 E 29.901 172.671 0.0025 0.428 Vet = 4.88 0.0 SRC 1498.96 62.730 K Factor= 189.26 1 27.51 -7.03 2 0.0 10.000 120 8.242 to 0.0 0.0 0.069 22 27.35 -7.03 2.157 0.0 10.000 -0.0006 -0.006 Vet = 0.62 22 27.35 11.20 32.28 2 0.0 10.000 120 8.305 to 0.0 0.0 0.0 23 27.35 25.25 2.157 0.0 10.000 0.0060 0.060 Vet = 2.22 23 27.35 11.20 32.39 2 F 6.153 41.260 120 8.365 to T 12.307 18.460 -0.238 24 27.9 57.64 2.157 0.0 59.720 0.0275 1.645 Vet = 5.06 24 27.9 91.37 2.5 T 16.474 47.480 120 9.772 to 0.0 16.474 -0.346 25 28.7 149.01 2.635 0.0 63.954 0.0602 3.852 Vet = 8.77 25 28.7 0.0 2.5 1 16.474 0.880 120 13.278 to 0.0 16.474 0.377 26 27.83 149.01 2.635 0.0 17.354 0.0603 1.046 Vet = 8.77 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JIG Tate Fire Protection Page 7 Shifted East Date Nodel Elevi K Qa Nom Fitting Pipe cFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 26 27.83 0.0 4 0.0 10.000 120 14.701 to 0.0 0.0 -0.113 27 28.09 149.01 4.26 0.0 10.000 0.0058 0.058 Vel = 3.35 27 28.09 92.17 4 0.0 10.000 120 14.646 to 0.0 0.0 -0.113 28 28.35 241.18 4.26 0.0 10.000 0.0142 0.142 Vet = 5.43 28 28.35 92.15 4 0.0 10.040 120 14.675 to 0.0 0.0 -0.117 29 28.62 333.33 4.26 0.0 10.040 0.0257 0.258 Vel = 7.50 29 28.62 27.86 4 0.0 10.000 120 14.816 to 0.0 0.0 -0.113 30 28.88 361.19 4.26 0.0 10.000 0.0300 0.300 Vet = 8.13 30 28.88 -60.00 4 0.0 10.000 120 15.003 to 0.0 0.0 0.052 31 28.76 301.19 4.26 0.0 10.000 0.0213 0.213 Vel = 6.78 31 28.76 -59.76 4 0.0 10.000 120 15.268 to 0.0 0.0 0.117 32 28.49 241.43 4.26 0.0 10.000 0.0142 0.142 Vet = 5.43 32 28.49 -59.85 4 0.0 10.000 120 15.527 to 0.0 0.0 0.121 33 28.21 181.58 4.26 0.0 10.000 0.0084 0.084 Vet = 4.09 33 28.21 -60.24 4 0.0 10.000 120 15.732 to 0.0 0.0 0.121 34 27.93 121.34 4.26 0.0 10.000 0.0040 0.040 Vet = 2.73 34 27.93 -60.69 4 0.0 10.000 120 15.893 to 0.0 0.0 0.121 35 27.65 60.65 4.26 0.0 10.000 0.0011 0.011 Vet = 1.37 35 27.65 0.0 2 T 12.307 0.880 120 16.025 to 0.0 12.307 -0.377 36 28.52 60.65 2.157 0.0 13.187 0.0303 0.399 Vet = 5.33 36 28.52 0.0 2 2T 24.613 255.960 120 16.047 to 0.0 24.613 -0.022 37 28.57 60.65 2.157 0.0 280.573 0.0303 8.493 Vet = 5.33 37 28.57 0.0 2 T 12.307 0.880 120 24.518 to 0.0 12.307 0.381 38 27.69 60.65 2.157 0.0 13.187 0.0303 0.399 Vet = 5.33 38 27.69 0.0 6 0.0 10.000 120 25.298 to 0.0 0.0 -0.117 39 27.96 60.65 6.357 0.0 10.000 0.0002 0.002 Vet = 0.61 39 27.96 60.69 6 0.0 2.370 120 25.183 to 0.0 0.0 -0.026 18 28.02 121.34 6.357 0.0 2.370 0.0004 0.001 Vet = 1.23 0.0 18 121.34 25.158 KFactor= 24.19 24 27.9 -91.37 2 0.0 32.250 120 9.772 to 0.0 0.0 -0.004 40 27.91 -91.37 2.157 0.0 32.250 -0.0646 -2.084 Vet = 8.02 40 27.91 11.20 31.05 2 0.0 10.000 120 7.684 to 0.0 0.0 -0.039 41 28 -60.32 2.157 0.0 10.000 -0.0299 -0.299 Vet = 5.30 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 8 Shifted East Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 41 28 11.20 30.35 2 0.0 10.000 120 7.346 to 0.0 0.0 -0.043 42 28.1 -29.97 2.157 0.0 10.000 -0.0083 -0.083 Vel = 2.63 42 28.1 11.20 30.10 2 0.0 10.000 120 7.220 to 0.0 0.0 -0.039 43 28.19 0.13 2.157 0.0 10.000 0 0.0 Vel = 0.01 43 28.19 11.20 30.01 2 0.0 10.000 120 7.181 to 0.0 0.0 -0.043 44 28.29 30.14 2.157 0.0 10.000 0.0083 0.083 Vel = 2.65 44 28.29 11.20 30.10 2 0.0 10.000 120 7.221 to 0.0 0.0 -0.039 45 28.38 60.24 2.157 0.0 10.000 0.0299 0.299 Vel = 5.29 45 28.38 11.20 30.63 2 0.0 10.000 120 7.481 to 0.0 0.0 -0.043 46 28.48 90.87 2.157 0.0 10.000 0.0639 0.639 Vel = 7.98 46 28.48 11.20 31.83 2 T 12.307 117.250 120 8.077 to 0.0 12.307 -0.225 47 29 122.7 2.157 0.0 129.557 0.1115 14.442 Vel = 10.77 47 29 0.0 2 T 12.307 0.880 120 22.294 to 0.0 12.307 0.381 10 28.12 122.7 2.157 .0.0 13.187 0.1115 1.471 Vet= 10.77 0.0 10 122.70 24.146 KFactor= 24.97 6 28.57 92.96 2 T 12.307 91.330 120 16.146 to 0.0 12.307 -0.039 48 28.66 92.96 2.157 0.0 103.637 0.0667 6.914 Vel = 8.16 48 28.66 0.0 2 1 12.307 0.880 120 23.021 to 0.0 12.307 0.381 9 27.78 92.96 2.157 0.0 13.187 0.0667 0.880 Vel = 8.16 0.0 9 92.96 24.282 K Factor = 18.86 27 28.09 -92.17 2 T 12.307 0.880 120 14.646 to 0.0 12.307 -0.381 49 28.97 -92.17 2.157 0.0 13.187 -0.0657 -0.866 Vet = 8.09 49 28.97 0.0 2 T 12.307 78.740 120 13.399 to 0.0 12.307 0.264 50 28.36 -92.17 2.157 0.0 91.047 -0.0657 -5.978 Vel = 8.09 50 28.36 11.20 31.05 2 0.0 10.000 120 7.685 to 0.0 0.0 -0.030 51 28.43 -61.12 2.157 0.0 10.000 -0.0307 -0.307 Vet = 5.37 51 28.43 11.20 30.36 2 0.0 10.000 120 7.348 to 0.0 0.0 -0.030 52 28.5 -30.76 2.157 0.0 10.000 -0.0087 -0.087 Vel = 2.70 52 28.5 11.20 30.12 2 0.0 10.000 120 7.231 to 0.0 0.0 -0.035 53 28.58 -0.64 2.157 0.0 10.000 0.0001 0.001 Vel = 0.06 53 28.58 11.20 30.04 2 0.0 10.000 120 7.197 to 0.0 0.0 -0.030 54 28.65 29.4 2.157 0.0 10.000 0.0079 0.079 Vel = 2.58 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 9 Shifted East Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Etev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 54 28.65 11.20 30.15 2 0.0 10.000 120 7.246 to 0.0 0.0 -0.030 55 28.72 59.55 2.157 0.0 10.000 0.0292 0.292 Vet = 5.23 55 28.72 11.20 30.69 2 0.0 10.000 120 7.508 to 0.0 0.0 -0.030 56 28.79 90.24 2.157 0.0 10.000 0.0631 0.631 Vet = 7.92 56 28.79 11.20 31.89 2 T 12.307 117.250 120 8.109 to 0.0 12.307 -0.173 57 29.19 122.13 2.157 0.0 129.557 0.1105 14.318 Vet= 10.72 57 29.19 0.0 2 T 12.307 0.880 120 22.254 to 0.0 12.307 0.377 11 28.32 122.13 2.157 0.0 13.187 0.1106 1.458 Vel= 10.72 0.0 11 122.13 24.089 KFactor= 24.88 28 28.35 -92.15 2 T 12.307 0.880 120 14.675 to 0.0 12.307 -0.381 58 29.23 -92.15 2.157 0.0 13.187 -0.0657 -0.866 Vet = 8.09 58 29.23 0.0 2 T 12.307 78.740 120 13.428 to 0.0 12.307 0.186 59 28.8 -92.15 2.157 0.0 91.047 -0.0656 -5.975 Vet = 8.09 59 28.8 11.20 30.96 2 0.0 10.000 120 7.639 to 0.0 0.0 -0.022 60 28.85 -61.19 2.157 0.0 10.000 -0.0307 -0.307 Vet = 5.37 60 28.85 11.20 30.28 2 0.0 10.000 120 7.310 to 0.0 0.0 -0.026 61 28.91 -30.91 2.157 0.0 10.000 -0.0087 -0.087 Vet = 2.71 61 28.91 11.20 30.04 2 0.0 10.000 120 7.197 to 0.0 0.0 -0.022 62 28.96 -0.87 2.157 0.0 10.000 0 0.0 Vet = 0.08 62 28.96 11.20 30.00 2 0.0 10.000 120 7.175 to 0.0 0.0 -0.022 63 29.01 29.13 2.157 0.0 10.000 0.0078 0.078 Vet = 2.56 63 29.01 11.20 30.12 2 0.0 10.000 120 7.231 to 0.0 0.0 -0.022 64 29.06 59.25 2.157 0.0 10.000 0.0290 0.290 Vet = 5.20 64 29.06 11.20 30.67 2 0.0 10.000 120 7.499, to 0.0 0.0 -0.022 65 29.11 89.92 2.157 0.0 10.000 0.0628 0.628 Vet = 7.89 65 29.11 11.20 31.88 2 T 12.307 117.250 120 8.105 to 0.0 12.307 -0.121 66 29.39 121.8 2.157 0.0 129.557 0.1100 14.247 Vet= 10.69 66 29.39 0.0 2 T 12.307 0.880 120 22.231 to 0.0 12.307 0.381 12 28.51 121.8 2.157 0.0 13.187 0.1100 1.451 Vet = 10.69 0.0 12 121.80 24.063 KFactor= 24.83 29 28.62 -27.87 2 T 12.307 0.880 120 14.816 to 0.0 12.307 -0.377 67 29.49 -27.87 2.157 0.0 13.187 -0.0071 -0.094 Vel = 2.45 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JIG Tate Fire Protection Page 10 Shifted East Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 67 29.49 0.0 2 T 12.307 118.750 120 14.345 to 0.0 12.307 0.052 68 29.37 -27.87 2.157 0.0 131.057 -0.0072 -0.941 Vel = 2.45 68 29.37 11.20 41.09 2 0.0 10.000 120 13.456 to 0.0 0.0 -0.013 69 29.4 13.22 2.157 0.0 10.000 0.0018 0.018 Vet = 1.16 69 29.4 11.20 41.09 2 0.0 10.000 120 13.461 to 0.0 0.0 -0.009 70 29.42 54.31 2.157 0.0 10.000 0.0247 0.247 Vel = 4.77 70 29.42 11.20 41.45 2 T 12.307 117.250 120 13.699 to 0.0 12.307 -0.069 71 29.58 95.76 2.157 0.0 129.557 0.0705 9.130 Vet = 8.41 71 29.58 0.0 2 T 12.307 0.880 120 22.760 to 0.0 12.307 0.381 13 28.7 95.76 2.157 0.0 13.187 0.0704 0.929 Vel = 8.41 0.0 13 ' 95.76 24.070 K Factor= 1952 30 28.88 60.01 2 T 12.307 0.880 120 15.003 to 0.0 12.307 -0.381 72 29.76 60.01 2.157 0.0 13.187 0.0297 0.391 Vet = 5.27 72 29.76 0.0 2 2T 24.613 256.000 120 15.013 to 0.0 24.613 -0.009 73 29.78 60.01 2.157 0.0 280.613 0.0297 8.329 Vel = 5.27 73 29.78 0.0 2 T 12.307 0.880 120 23.333 to 0.0 12.307 0.381 14 28.9 60.01 2.157 0.0 13.187 0.0297 0.392 Vet = 5.27 0.0 14 60.01 24.106 KFactor= 12.22 31 28.76 59.76 2 T 12.307 0.880 120 15.268 to 0.0 12.307 -0.381 74 29.64 59.76 2.157 0.0 13.187 0.0294 0.388 Vet = 5.25 74 29.64 0.0 2 2T 24.613 256.000 120 15.275 to 0.0 24.613 -0.004 75 29.65 59.76 2.157 0.0 280.613 0.0295 8.265 Vet = 5.25 75 29.65 0.0 2 T 12.307 0.880 120 23.536 to 0.0 12.307 0.381 15 28.77 59.76 2.157 0.0 13.187 0.0295 0.389 Vet = 5.25 0.0 15 59.76 24.306 KFactor= 12.12 32 28.49 59.85 2 T 12.307 0.880 120 15.527 to 0.0 12.307 -0.377 76 29.36 59.85 2.157 0.0 13.187 0.0296 0.390 Vet = 5.25 76 29.36 0.0 2 2T 24.613 255.980 120 15.540 to 0.0 24.613 -0.009 77 29.38 59.85 2.157 0.0 280.593 0.0295 8.288 Vel = 5.25 77 29.38 0.0 2 T 12.307 0.880 120 23.819 to 0.0 12.307 0.381 16 28.5 59.85 2.157 0.0 13.187 0.0296 0.390 Vet = 5.25 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 11 Shifted East Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 16 59.85 24.590 K Factor = 12.07 33 28.21 60.24 2 1 12.307 0.880 120 15.732 to 0.0 12.307 -0.377 78 29.08 60.24 2.157 0.0 13.187 0.0299 0.394 Vet = 5.29 78 29.08 0.0 2 2T 24.613 255.980 120 15.749 to 0.0 24.613 -0.013 79 29.11 60.24 2.157 0.0 280.593 0.0299 8.388 Vet = 5.29 79 29.11 0.0 2 T 12.307 0.880 120 24.124 to 0.0 12.307 0.381 17 28.23 60.24 2.157 0.0 13.187 0.0300 0.395 Vel = 5.29 0.0 17 60.24 24.900 K Factor = 12.07 34 27.93 60.69 2 T 12.307 0.880 120 15.893 to 0.0 12.307 -0.377 80 28.8 60.69 2.157 0.0 13.187 0.0303 0.400 Vet = 5.33 80 28.8 0.0 2 2T 24.613 255.970 120 15.916 to 0.0 24.613 -0.017 81 28.84 60.69 2.157 0.0 280.583 0.0303 8.503 Vel = 5.33 81 28.84 0.0 2 T 12.307 0.880 120 24.402 to 0.0 12.307 0.381 39 27.96 60.69 2.157 0.0 13.187 0.0303 0.400 Vel = 5.33 0.0 39 60.69 25.183 K Factor = 12.09 Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C JG Tate Fire Protection Page Shifted West Date City Water Supply: Demand: Cl - Static Pressure : 70 Dl - Elevation : 15.141 C2 - Residual Pressure: 45 D2 - System Flow : 985.01 C2 - Residual Flow : 5300 D2 - System Pressure : 62.690 Hose ( Demand ) : 500 D3 - System Demand : 1485.01 Safety Margin : 4.935 150 140 130 120 R11° E10° 90 S 8 Cl u 70 R 60 -r ' - _____ _______ E 50 e2 40 30 20 10 I I I I I I - I I -- ___ •0 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (NAI.85) Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary JIG Tate Fire Protection Shifted West Fitting Legend Abbrev. Name E NFPA 1390 Standard Elbow F NFPA 13 45 Elbow G NFPA 13 Gate Valve S NFPA 13 Swing Check I NFPA 13 90 Flow thru Tee Zaf Ames 3000SS Page 2 Date 1/2 Y4 1 11/4 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute 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. Revision: 50.54.2 Flow Summary - NFPA JIG Tate Fire Protection Page 3 Shifted West Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 70.0 45 5300.0 67.625 1485.01 62.69 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 27.51 11.2 7.51 30.7 2 27.68 11.2 7.53 30.74 3 27.85 11.2 7.78 31.24 4 28.02 11.2 8.39 32.44 5 28.19 11.2 9.5 34.52 6 28.57 17.8 7 28.18 24.03 8 27.3 25.01 9 27.78 24.8 10 28.12 24.67 11 28.32 24.61 12 28.51 24.57 13 28.7 24.57 14 28.9 24.6 15 28.77 24.78 16 28.5 25.06 17 28.23 25.36 18 28.02 25.61 19 27.81 27.65 TOR 27.13 28.75 BOR 2.0 41.48 DIP 0.0 43.18 HOSE 0.0 51.25 500.0 UG1 0.0 53.55 BFP1 0.0 54.87 BFP2 0.0 59.67 SRC -6.0 62.69 22 27.35 11.2 7.58 30.84 23 27.35 11.2 7.66 31.0 24 27.9 8.62 25 28.7 12.55 26 27.83 14.09 27 28.09 14.04 28 28.35 14.09 29 28.62 14.26 30 28.88 14.47 31 28.76 14.76 32 28.49 15.03 33 28.21 15.25 34 27.93 15.41 35 27.65 15.55 36 28.52 15.61 Computer Programs by Hydratec Inc. Revision: 50.54.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 11.2 24.93 25.75 25.63 7.79 7.4 7.24 7.2 7.22 7.43 7.95 22.94 23.67 12.7 7.77 7.38 7.23 7.19 7.22 7.43 7.96 22.9 12.74 7.73 7.34 7.2 7.17 7.21 7.43 7.96 22.87 13.78 13.03 13.03 13.26 23.3 14.53 23.78 14.81 23.97 15.09 24.25 15.31 24.54 15.48 24.81 31.27 30.47 30.15 30.06 30.09 30.52 31.58 31.21 30.42 30.12 30.04 30.09 30.53 31.61 31.13 30.35 30.05 30.0 30.07 30.53 31.61 40.43 40.43 40.78 Flow Summary - NFPA JG Tate Fire Protection Page 4 Shifted West Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 37 28.57 38 27.69 39 27.96 40 27.91 41 28.0 42 28.1 43 28.19 44 28.29 45 28.38 46 28.48 47 29.0 48 28.66 49 28.97 50 28.36 51 28.43 52 28.5 53 28.58 54 28.65 55 28.72 56 28.79 57 29.19 58 29.23 59 28.8 60 28.85 61 28.91 62 28.96 63 29.01 64 29.06 65 29.11 66 29.39 67 29.49 68 29.37 69 29.4 70 29.42 71 29.58 72 29.76 73 29.78 74 29.64 75 29.65 76 29.36 77 29.38 78 29.08 79 29.11 80 28.8 81 28.84 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 5 Shifted West Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 27.51 11.20 32.13 2 0.0 10.000 120 7.513 to 0.0 0.0 -0.074 2 27.68 32.13 2.157 0.0 10.000 0.0093 0.093 Vet = 2.82 2 27.68 11.20 30.74 2 0.0 10.000 120 7.532 to 0.0 0.0 -0.074 3 27.85 62.87 2.157 0.0 10.000 0.0324 0.324 Vel = 5.52 3 27.85 11.20 31.25 2 0.0 10.000 120 7.782 to 0.0 0.0 -0.074 4 28.02 94.12 2.157 0.0 10.000 0.0683 0.683 Vel = 8.26 4 28.02 11.20 32.44 2 0.0 10.000 120 8.391 to 0.0 0.0 -0.074 5 28.19 126.56 2.157 0.0 10.000 0.1181 1.181 Vel = 11.11 5 28.19 11.20 34.52 2 0.0 45.920 120 9.498 to 0.0 0.0 -0.165 6 28.57 161.08 2.157 0.0 45.920 0.1844 8.469 Vel = 14.14 6 28.57 -85.39 2 21 24.613 102.010 120 17.802 to E 6.153 30.766 0.169 7 28.18 75.69 2.157 0.0 132.776 0.0456 6.056 Vel = 6.65 7 28.18 0.0 2 T 12.307 0.880 120 24.027 to 0.0 12.307 0.381 8 27.3 75.69 2.157 0.0 13.187 0.0456 0.601 Vel = 6.65 8 27.3 0.0 6 0.0 10.670 120 25.009 to 0.0 0.0 -0.208 9 27.78 75.69 6.357 0.0 10.670 0.0003 0.003 Vel = 0.77 9 27.78 85.39 6 0.0 10.000 120 24.804 to 0.0 0.0 -0.147 10 28.12 161.08 6.357 0.0 10.000 0.0009 0.009 Vet = 1.63 10 28.12 116.79 6 0.0 10.000 120 24.666 to 0.0 0.0 -0.087 11 28.32 277.87 6.357 0.0 10.000 0.0027 0.027 Vet = 2.81 11 28.32 116.33 6 0.0 10.000 120 24.606 to 0.0 0.0 -0.082 12 28.51 394.2 6.357 0.0 10.000 0.0049 0.049 Vet = 3.98 12 28.51 116.00 6 0.0 10.000 120 24.573 to 0.0 0.0 -0.082 13 28.7 510.2 6.357 0.0 10.000 0.0081 0.081 Vel = 5.16 13 28.7 93.63 6 0.0 10.000 120 24.572 to 0.0 0.0 -0.087 14 28.9 603.83 6.357 0.0 10.000 0.0110 0.110 Vet = 6.10 14 28.9 63.54 6 0.0 10.000 120 24.595 to 0.0 0.0 0.056 15 28.77 667.37 6.357 0.0 10.000 0.0133 0.133 Vet = 6.75 15 28.77 63.19 6 0.0 10.000 120 24.784 to 0.0 0.0 0.117 16 28.5 730.56 6.357 0.0 10.000 0.0156 0.156 Vet = 7.38 16 28.5 63.20 6 0.0 10.000 120 25.057 to 0.0 0.0 0.117 17 28.23 793.76 6.357 0.0 10.000 0.0183 0.183 Vel = 8.02 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 6 Shifted West Date Nodel Etevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 17 28.23 63.50 6 0.0 7.630 120 25.357 to 0.0 0.0 0.091 18 28.02 857.26 6.357 0.0 7.630 0.0210 0.160 Vet = 8.67 18 28.02 127.75 6 T 37.72 34.050 120 25.608 to 0.0 37.720 0.091 19 27.81 985.01 6.357 0.0 71.770 0.0272 1.953 Vet = 9.96 19 27.81 0.0 6 E 17.603 12.000 120 27.652 - to 0.0 17.603 0.295 TOR 27.13 985.01 6.357 0.0 29.603 0.0272 0.805 Vet = 9.96 TOR 27.13 0.0 6 2E 35.205 32.500 120 28.752 to 0.0 35.205 10.884 BOR 2 985.01 6.357 0.0 67.705 0.0272 1.842 Vet = 9.96 BOR 2 0.0 6 E 20.084 15.000 140 41.478 to 0.0 20.084 0.866 DIP 0 985.01 6.16 0.0 35.084 0.0238 0.836 Vet = 10.60 DIP 0 0.0 6 T 38.342 182.500 150 43.180 to 2E 35.786 118.861 0.0 HOSE 0 985.01 5.86 S 40.899 301.361 0.0268 8.066 Vet = 11.72 G 3.834 HOSE 0 H500 500.00 8 E 22.555 127.580 150 51.246 to 0.0 22.555 0.0 UG1 0 1485.01 7.68 0.0 150.135 0.0153 2.301 Vet = 10.28 UG1 0 0.0 10 E 24.61 197.000 150 53.547 to F 12.305 36.914 0.0 BFP1 0 1485.01 9.42 0.0 233.914 0.0057 1.326 Vet = 6.84 BFP1 0 0.0 8 4E 113.872 10.000 140 54.873 to Zaf 0.0 113.872 3.293 * * Fixed Loss = 3.293 BFP2 0 1485.01 8.27 0.0 123.872 0.0121 1.504 Vet = 8.87 BFP2 0 0.0 12 T 66.446 69.680 150 59.670 to G 6.645 102.991 2.599 SRC -6 1485.01 11.2 E 29.901 172.671 0.0024 0.421 Vet = 4.84 0.0 SRC 1485.01 62.690 K Factor = 187.56 1 27.51 -1.44 2 0.0 10.000 120 7.513 to 0.0 0.0 0.069 22 27.35 -1.44 2.157 0.0 10.000 0 0.0 Vet = 0.13 22 27.35 11.20 30.84 2 0.0 10.000 120 7.582 to 0.0 0.0 0.0 23 27.35 29.4 2.157 0.0 10.000 0.0079 0.079 Vet = 2.58 23 27.35 11.20 31.00 2 F 6.153 21.260 120 7.661 to T 12.307 18.460 -0.238 24 27.9 60.4 2.157 0.0 39.720 0.0300 1.193 Vet = 5.30 24 27.9 97.34 2.5 T 16.474 47.480 120 8.616 to 0.0 16.474 -0.346 25 28.7 157.74 2.635 0.0 63.954 0.0669 4.280 Vet = 9.28 25 28.7 0.0 2.5 T 16.474 0.880 120 12.550 to 0.0 16.474 0.377 26 27.83 157.74 2.635 0.0 17.354 0.0670 1.162 Vet = 9.28 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 7 Shifted West Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 26 27.83 0.0 4 0.0 10.000 120 14.089 to 0.0 0.0 -0.113 27 28.09 157.74 4.26 0.0 10.000 0.0065 0.065 Vel = 3.55 27 28.09 97.68 4 0.0 10.000 120 14.041 to 0.0 0.0 -0.113 28 28.35 255.42 4.26 0.0 10.000 0.0158 0.158 Vel = 5.75 28 28.35 97.75 4 0.0 10.040 120 14.086 to 0.0 0.0 -0.117 29 28.62 353.17 4.26 0.0 10.040 0.0286 0.287 Vel = 7.95 29 28.62 28.01 4 0.0 10.000 120 14.256 to 0.0 0.0 -0.113 30 28.88 381.18 4.26 0.0 10.000 0.0331 0.331 Vel = 8.58 30 28.88 -63.54 4 0.0 10.000 120 14.474 to 0.0 0.0 0.052 31 28.76 317.64 4.26 0.0 10.000 0.0235 0.235 Vel = 7.15 31 28.76 -63.19 4 0.0 10.000 120 14.761 to 0.0 0.0 0.117 32 28.49 254.45 4.26 0.0 10.000 0.0156 0.156 Vel = 5.73 32 28.49 -63.20 4 0.0 10.000 120 15.034 to 0.0 0.0 0.121 33 28.21 191.25 4.26 0.0 10.000 0.0093 0.093 Vel = 4.30 33 28.21 -63.50 4 0.0 10.000 120 15.248 to 0.0 0.0 0.121 34 27.93 127.75 4.26 0.0 10.000 0.0044 0.044 Vel = 2.88 34 27.93 -63.90 4 0.0 10.000 120 15.413 to 0.0 0.0 0.121 35 27.65 63.85 4.26 0.0 10.000 0.0012 0.012 Vel = 1.44 35 27.65 0.0 2 T 12.307 0.880 120 15.546 to 0.0 12.307 -0.377 36 28.52 63.85 2.157 0.0 13.187 0.0333 0.439 Vel = 5.61 36 28.52 0.0 2 2T 24.613 255.960 120 15.608 to 0.0 24.613 -0.022 37 28.57 63.85 2.157 0.0 280.573 0.0333 9.342 Vel = 5.61 37 28.57 0.0 2 T 12.307 0.880 120 24.928 to 0.0 12.307 0.381 38 27.69 63.85 2.157 0.0 13.187 0.0333 0.439 Vel = 5.61 38 27.69 0.0 6 0.0 10.000 120 25.748 to 0.0 0.0 -0.117 39 27.96 63.85 6.357 0.0 10.000 0.0002 0.002 Vel = 0.65 39 27.96 63.90 6 0.0 2.370 120 25.633 to 0.0 0.0 -0.026 18 28.02 127.75 6.357 0.0 2.370 0.0004 0.001 Vel = 1.29 0.0 18 127.75 25.608 K Factor = 25.24 24 27.9 -97.34 2 0.0 11.250 120 8.616 to 0.0 0.0 -0.004 40 27.91 -97.34 2.157 0.0 11.250 -0.0726 -0.817 Vel = 8.55 40 27.91 11.20 31.27 2 0.0 10.000 120 7.795 to 0.0 0.0 -0.039 41 28 -66.07 2.157 0.0 10.000 -0.0355 -0.355 Vel = 5.80 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JIG Tate Fire Protection Page 8 Shifted West Date Nodel Etevi K Qa Nom Fitting Pipe cFact Pt to or Ftngs Pe Notes Node2 Etev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 41 28 11.20 30.47 2 0.0 10.000 120 7.401 to 0.0 0.0 -0.043 42 28.1 -35.6 2.157 0.0 10.000 -0.0113 -0.113 Vet = 3.13 42 28.1 11.20 30.14 2 0.0 10.000 120 7.245 to 0.0 0.0 -0.039 43 28.19 -5.46 2.157 0.0 10.000 -0.0004 -0.004 Vel = 0.48 43 28.19 11.20 30.06 2 0.0 10.000 120 7.202 to 0.0 0.0 -0.043 44 28.29 24.6 2.157 0.0 10.000 0.0057 0.057 Vel = 2.16 44 28.29 11.20 30.09 2 0.0 10.000 120 7.216 to 0.0 0.0 -0.039 45 28.38 54.69 2.157 0.0 10.000 0.0250 0.250 Vet = 4.80 45 28.38 11.20 30.52 2 0.0 10.000 120 7.427 to 0.0 0.0 -0.043 46 28.48 85.21 2.157 0.0 10.000 0.0567 0.567 Vel = 7.48 46 28.48 11.20 31.58 2 T 12.307 137.250 120 7.951 to 0.0 12.307 -0.225 47 29 116.79 2.157 0.0 149.557 0.1017 15.217 Vet = 10.25 47 29 0.0 2 T 12.307 0.880 120 22.943 to 0.0 12.307 0.381 10 28.12 116.79 2.157 0.0 13.187 0.1018 1.342 Vel= 10.25 0.0 10 116.79 24.666 KFactor= 23.52 6 28.57 85.39 2 T 12.307 91.330 120 17.802 to 0.0 12.307 -0.039 48 28.66 85.39 2.157 0.0 103.637 0.0570 5.908 Vel = 7.50 48 28.66 0.0 2 T 12.307 0.880 120 23.671 to 0.0 12.307 0.381 9 27.78 85.39 2.157 0.0 13.187 0.0570 0.752 Vel = 7.50 0.0 9 85.39 24.804 KFactor= 17.15 27 28.09 -97.68 2 T 12.307 0.880 120 14.041 to 0.0 12.307 -0.381 49 28.97 -97.68 2.157 0.0 13.187 -0.0731 -0.964 Vet = 8.58 49 28.97 0.0 2 T 12.307 58.740 120 12.696 to 0.0 12.307 0.264 50 28.36 -97.68 2.157 0.0 71.047 -0.0731 -5.194 Vet = 8.58 50 28.36 11.20 31.21 2 0.0 10.000 120 7.766 to 0.0 0.0 -0.030 51 28.43 -66.47 2.157 0.0 10.000 -0.0359 -0.359 Vet = 5.84 51 28.43 11.20 30.42 2 0.0 10.000 120 7.377 to 0.0 0.0 -0.030 52 28.5 -36.05 2.157 0.0 10.000 -0.0116 -0.116 Vet = 3.17 52 28.5 11.20 30.12 2 0.0 10.000 120 7.231 to 0.0 0.0 -0.035 53 28.58 -5.93 2.157 0.0 10.000 -0.0004 -0.004 Vet = 0.52 53 28.58 11.20 30.03 2 0.0 10.000 120 7.192 to 0.0 0.0 -0.030 54 28.65 24.1 2.157 0.0 10.000 0.0055 0.055 Vet = 2.12 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 9 Shifted West Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 54 28.65 11.20 30.09 2 0.0 10.000 120 7.217 to 0.0 0.0 -0.030 55 28.72 54.19 2.157 0.0 10.000 0.0245 0.245 Vel = 4.76 55 28.72 11.20 30.54 2 0.0 10.000 120 7.432 to 0.0 0.0 -0.030 56 28.79 84.73 2.157 0.0 10.000 0.0562 0.562 Vel = 7.44 56 28.79 11.20 31.60 2 T 12.307 137.250 120 7.964 to 0.0 12.307 -0.173 57 29.19 116.33 2.157 0.0 149.557 0.1010 15.106 Vel = 10.21 57 29.19 0.0 2 T 12.307 0.880 120 22.897 to 0.0 12.307 0.377 11 28.32 116.33 2.157 0.0 13.187 0.1010 1.332 Vel = 10.21 0.0 11 116.33 24.606 KFactor= 23.45 28 28.35 -97.74 2 T 12.307 0.880 120 14.086 to 0.0 12.307 -0.381 58 29.23 -97.74 2.157 0.0 13.187 -0.0733 -0.966 Vel = 8.58 58 29.23 0.0 2 T 12.307 58.740 120 12.739 to 0.0 12.307 0.186 59 28.8 -97.74 2.157 0.0 71.047 -0.0732 -5.200 Vel = 8.58 59 28.8 11.20 31.13 2 0.0 10.000 120 7.725 to 0.0 0.0 -0.022 60 28.85 -66.61 2.157 0.0 10.000 -0.0359 -0.359 Vel = 5.85 60 28.85 11.20 30.35 2 0.0 10.000 120 7.344 to 0.0 0.0 -0.026 61 28.91 -36.26 2.157 0.0 10.000 -0.0117 -0.117 Vel = 3.18 61 28.91 11.20 30.05 2 0.0 10.000 120 7.201 to 0.0 0.0 -0.022 62 28.96 -6.21 2.157 0.0 10.000 -0.0004 -0.004 Vel = 0.55 62 28.96 11.20 30.00 2 0.0 10.000 120 7.175 to 0.0 0.0 -0.022 63 29.01 23.79 2.157 0.0 10.000 0.0054 0.054 Vel = 2.09 63 29.01 11.20 30.07 2 0.0 10.000 120 7.207 to 0.0 0.0 -0.022 64 29.06 53.86 2.157 0.0 10.000 0.0243 0.243 Vel = 4.73 64 29.06 11.20 30.53 2 0.0 10.000 120 7.428 to 0.0 0.0 -0.022 65 29.11 84.39 2.157 0.0 10.000 0.0558 0.558 Vel = 7.41 65 29.11 11.20 31.60 2 T 12.307 137.250 120 7.964 to 0.0 12.307 -0.121 66 29.39 115.99 2.157 0.0 149.557 0.1005 15.025 Vel= 10.18 66 29.39 0.0 2 T 12.307 0.880 120 22.868 to 0.0 12.307 0.381 12 28.51 115.99 2.157 0.0 13.187 0.1004 1.324 Vel= 10.18 0.0 12 115.99 24.573 KFactor= 23.40 29 28.62 -28.02 2 T 12.307 0.880 120 14.256 to 0.0 12.307 -0.377 67 29.49 -28.02 2.157 0.0 13.187 -0.0072 -0.095 Vel = 2.46 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 10 Shifted West Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total PfIFt Pf 67 29.49 0.0 2 T 12.307 98.750 120 13.784 to 0.0 12.307 0.052 68 29.37 -28.02 2.157 0.0 111.057 -0.0073 -0.806 Vel = 2.46 68 29.37 11.20 40.43 2 0.0 10.000 120 13.030 to 0.0 0.0 -0.013 69 29.4 12.41 2.157 0.0 10.000 0.0016 0.016 Vel = 1.09 69 29.4 11.20 40.44 2 0.0 10.000 120 13.033 to 0.0 0.0 -0.009 70 29.42 52.85 2.157 0.0 10.000 0.0235 0.235 Vel = 4.64 70 29.42 11.20 40.78 2 T 12.307 137.250 120 13.259 to 0.0 12.307 -0.069 71 29.58 93.63 2.157 0.0 149.557 0.0676 10.109 Vel = 8.22 71 29.58 0.0 2 T 12.307 0.880 120 23.299 to 0.0 12.307 0381 13 28.7 93.63 2.157 0.0 13.187 0.0676 0.892 Vel = 8.22 0.0 13 93.63 24.572 KFactor= 18.89 30 28.88 63.54 2 T 12.307 0.880 120 14.474 to 0.0 12.307 -0.381 72 29.76 63.54 2.157 0.0 13.187 0.0330 0.435 Vel = 5.58 72 29.76 0.0 2 2T 24.613 256.000 120 14.528 to 0.0 24.613 -0.009 73 29.78 63.54 2.157 0.0 280.613 0.0330 9.260 Vel = 5.58 73 29.78 0.0 2 T 12.307 0.880 120 23.779 to 0.0 12.307 0.381 14 28.9 63.54 2.157 0.0 13.187 0.0330 0.435 Vel = 5.58 0.0 14 63.54 24.595 K Factor= 12.81 31 28.76 63.19 2 T 12.307 0.880 120 14.761 to 0.0 12.307 -0.381 74 29.64 63.19 2.157 0.0 13.187 0.0327 0.431 Vel = 5.55 74 29.64 0.0 2 2T 24.613 256.000 120 14.811 to 0.0 24.613 -0.004 75 29.65 63.19 2.157 0.0 280.613 0.0327 9.165 Vel = 5.55 75 29.65 0.0 2 T 12.307 0.880 120 23.972 to 0.0 12.307 0.381 15 28.77 63.19 2.157 0.0 13.187 0.0327 0.431 Vel = 5.55 0.0 15 63.19 24.784 KFactor= 12.69 32 28.49 63.20 2 T 12.307 0.880 120 15.034 to 0.0 12.307 -0.377 76 29.36 63.2 2.157 0.0 13.187 0.0327 0.431 Vel = 5.55 76 29.36 0.0 2 2T 24.613 255.980 120 15.088 to 0.0 24.613 -0.009 77 29.38 63.2 2.157 0.0 280.593 0.0327 9.166 Vel = 5.55 77 29.38 0.0 2 T 12.307 0.880 120 24.245 to 0.0 12.307 0.381 16 28.5 63.2 2.157 0.0 13.187 0.0327 0.431 Vel = 5.55 Computer Programs by Hydratec Inc. Revision: 50.542 Final Calculations: Hazen-Williams JG Tate Fire Protection Page 11 Shifted West Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 16 63.20 25.057 K Factor= 12.63 33 28.21 63.50 2 T 12.307 0.880 120 15.248 to 0.0 12.307 -0.377 78 29.08 63.5 2.157 0.0 13.187 0.0330 0.435 Vel = 5.58 78 29.08 0.0 2 2T 24.613 255.980 120 15.306 to 0.0 24.613 -0.013 79 29.11 63.5 2.157 0.0 280.593 0.0330 9.248 Vel = 5.58 79 29.11 0.0 2 T 12.307 0.880 120 24.541 to 0.0 12.307 0.381 17 28.23 63.5 2.157 0.0 13.187 0.0330 0.435 Vel = 5.58 0.0 17 63.50 25.357 K Factor= 12.61 34 27.93 63.90 2 T 12.307 0.880 120 15.413 to 0.0 12.307 -0.377 80 28.8 63.9 2.157 0.0 13.187 0.0334 0.440 Vel = 5.61 80 28.8 0.0 2 2T 24.613 255.970 120 15.476 to 0.0 24.613 -0.017 81 28.84 63.9 2.157 0.0 280.583 0.0333 9.353 Vel = 5.61 81 28.84 0.0 2 T 12.307 0.880 120 24.812 to 0.0 12.307 0.381 39 27.96 63.9 2.157 0.0 13.187 0.0334 0.440 Vel = 5.61 0.0 39 63.90 25.633 K Factor= 12.62 LI Computer Programs by Hydratec Inc. Revision: 50.54.2 Hydraulic Calculations by Hyd raCALC JG Tate Fire Protection 13771 Danielson St. Suite I Poway, CA 92064 858 436-0900 Job Name : Carlsbad Oaks North Lot 4 (Below Mezz) Drawing : FP-1.2 Location 2810 Caribou Court, Carlsbad, CA 92010 Remote Area 2 Contract : N19108 Data File N19108-1 Area 2 (Below Mezz)-HGLSSO.WXF Computer Programs by Hydratec Inc. Revision: 50.54.2 JG Tate Fire Protection Page Carlsbad Oaks North Lot 4 (Below Mezz) Date HYDRAULIC CALCULATIONS for Project name: Carlsbad Oaks North Lot 4 Location: 2810 Caribou Court, Carlsbad, CA 92010 Drawing no: FP-1.2 Date: 4-4-20 Design Remote area number: 2 Remote area location: South side of building Occupancy classification: Spec. Office Space Density: .15 - Gpm/SqFt Area of application: Entire Area - SqFt Coverage per sprinkler: 130 max - SqFt Type of sprinklers calculated: Reliable Fl FR SSU Sin RA1425 No. of sprinklers calculated: 13 In-rack demand: 0 - GPM Hose streams: 250 - GPM Total water required (including hose streams): 533.3 - GPM @ 59.86 - Psi Type of system: Wet Pipe Volume of dry orpreaction system: N/A - Gal Water supply information Date: 2/12/2019 Location: End of Caribou Court Source: Carlsbad Fire Dept. Name of contractor. JG Tate Fire Protection Address: 13771 Danielson St. / Suite I / Poway, CA 92064 Phone number: 858 486-0900 Name of designer: Rick Larsen Authority having jurisdiction: Carlsbad Fire Department Fire Prevention Div. Notes: (Include peaking information or gridded systems here) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C JG Tate Fire Protection Page 2 Carlsbad Oaks North Lot 4 (Below Mezz) Date City Water Supply: Demand: Cl - Static Pressure : 70 Dl - Elevation : 7.761 C2 - Residual Pressure: 45 D2 - System Flow : 283.302 C2 - Residual Flow : 5300 D2 - System Pressure : 59.856 Hose ( Demand) : 250 D3 - System Demand : 533.302 Safety Margin : 9.787 150 140 130 120 R11° E10° 90 80 Cl u 70 -.. D2 R6° B E 50 D e2 40 30 20 10 Dl - 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (N 1 1.85) Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary JG Tate Fire Protection Page 3 Carlsbad Oaks North Lot 4 (Below Mezz) Date Fitting Legend Abbrev. Name 1/ 1 11/4 11/2 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 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS 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. Revision: 50.54.2 Flow Summary - NFPA JG Tate Fire Protection Page 4 Carlsbad Oaks North Lot 4 (Below Mezz) Date SUPPLY ANAL YSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 70.0 45 5300.0 69.643 533.3 59.856 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 101 11.92 5.6 10.85 18.45 102 11.92 5.6 11.42 18.92 103 11.92 5.6 12.12 19.5 104 11.92 5.6 13.65 20.69 105 11.92 17.44 106 11.92 18.01 ROOF. 28.92 20.05 107 28.41 24.67 6 28.57 28.59 7 28.18 36.91 8 27.3 38.1 9 27.78 37.9 10 28.12 37.77 11 28.32 37.71 12 28.51 37.66 13 28.7 37.6 14 28.9 37.54 15 28.77 37.63 16 28.5 37.77 17 28.23 37.91 18 28.02 38.03 19 27.81 38.36 TOR 27.13 38.73 BOR 2.0 49.8 DIP 0.0 50.75 HOSE 0.0 51.56 250.0 UG1 0.0 51.9 BFP1 0.0 52.1 BFP2 0.0 57.19 SRC -6.0 59.86 110 11.92 5.6 12.85 20.08 111 11.92 5.6 13.85 20.84 112 11.92 .5.6 14.79 21.53 113 4.28 5.6 14.46 21.29 114 11.92 5.6 14.48 21.31 115 11.92 5.6 15.2 21.83 116 11.92 5.6 11.22 18.76 117 11.92 5.6 11.8 19.24 118 11.92 5.6 12.53 19.82 119 11.92 5.6 14.1 21.03 48 28.66 35.61 5 28.19 30.08 Computer Programs by Hydratec Inc. Revision: 50.54.2 'Flow Summary - NFPA JG Tate Fire Protection Page 5 Carlsbad Oaks North Lot 4 (Below Mezz) Date NODE ANALYSIS (cont) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 4 28.02 30.39 3 27.85 30.7 2 27.68 31.01 1 27.51 31.32 22 27.35 31.63 23 27.35 31.86 24 27.9 32.33 40 27.91 32.35 41 28.0 32.55 42 28.1 32.75 43 28.19 32.94 44 28.29 33.14 45 28.38 33.33 46 28.48 33.53 47 29.0 37.08 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams 4 JG Tate Fire Protection Page 6 Carlsbad Oaks North Lot 4 (Below Mezz) Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Etev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 101 11.92 5.60 18.45 1 0.0 6.250 120 10.855 to 0.0 0.0 0.0 102 11.92 18.45 1.097 0.0 6.250 0.0901 0.563 Vet = 6.26 102 11.92 5.60 18.92 1.25 0.0 8.000 120 11.418 to 0.0 0.0 0.0 103 11.92 37.37 1.442 0.0 8.000 0.0879 0.703 Vet = 7.34 103 11.92 5.60 19.50 1.25 0.0 8.000 120 12.121 to 0.0 0.0 0.0 104 11.92 56.87 1.442 0.0 8.000 0.1910 1.528 Vel= 11.17 104 11.92 5.60 20.69 1.25 T 7.432 3.750 120 13.649 to 0.0 7.432 0.0 105 11.92 77.56 1.442 0.0 11.182 0.3390 3.791 Vet = 15.24 105 11.92 62.45 2.5 0.0 10.670 120 17.440 to 0.0 0.0 0.0 106 11.92 140.01 2.635 0.0 10.670 0.0537 0.573 Vet = 8.24 106 11.92 143.29 2.5 3E 24.711 22.830 120 18.013 to 0.0 24.711 -7.363 ROOF 28.92 283.3 2.635 0.0 47.541 0.1978 9.402 Vet = 16.67 ROOF 28.92 0.0 2.5 T 16.474 5.770 120 20.052 to 0.0 16.474 0.221 107 28.41 283.3 2.635 0.0 22.244 0.1977 4.398 Vet = 16.67 107 28.41 -141.32 2 0.0 27.330 120 24.671 to 0.0 0.0 -0.069 6 28.57 141.98 2.157 0.0 27.330 0.1460 3.991 Vet = 12.47 6 28.57 -53.09 2 2T 24.613 102.010 120 28.593 to E 6.153 30.766 0.169 7 28.18 88.89 2.157 0.0 132.776 0.0614 8.152 Vet = 7.80 7 28.18 0.0 2 T 12.307 0.880 120 36.914 to 0.0 12.307 0.381 8 27.3 88.89 2.157 0.0 13.187 0.0614 0.810 Vet = 7.80 8 27.3 0.0 6 0.0 10.670 120 38.105 to 0.0 0.0 -0.208 9 27.78 88.89 6.357 0.0 10.670 0.0003 0.003 Vet = 0.90 9 27.78 141.32 6 0.0 10.000 120 37.900 to 0.0 0.0 -0.147 10 28.12 230.21 6.357 0.0 10.000 0.0019 0.019 Vet = 2.33 10 28.12 53.09 6 0.0 10.000 120 37.772 to 0.0 0.0 -0.087 11 28.32 283.3 6.357 0.0 10.000 0.0027 0.027 Vet = 2.86 11 28.32 0.0 6 0.0 10.000 120 37.712 to 0.0 0.0 -0.082 12 28.51 283.3 6.357 0.0 10.000 0.0027 0.027 Vet = 2.86 12 28.51 0.0 6 0.0 10.000 120 37.657 to 0.0 0.0 -0.082 13 . 28.7 283.3 6.357 0.0 10.000 0.0027 0.027 Vet = 2.86 13 28.7 0.0 6 0.0 10.000 120 37.602 to 0.0 0.0 -0.087 14 28.9 283.3 6.357 0.0 10.000 0.0027 0.027 Vet = 2.86 Computer Programs by Hydratec Inc. Revision: 50.54.2 'Final Calculations: Hazen-Williams JG Tate Fire Protection Page 7 Carlsbad Oaks North Lot 4 (Below Mezz) Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Etev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 14 28.9 0.0 6 0.0 10.000 120 37.542 to 0.0 0.0 0.056 15 28.77 283.3 6.357 0.0 10.000 0.0028 0.028 Vet = 2.86 15 28.77 0.0 6 0.0 10.000 120 37.626 to 0.0 0.0 0.117 16 28.5 283.3 6.357 0.0 10.000 0.0027 0.027 Vet = 2.86 16 28.5 0.0 6 0.0 10.000 120 37.770 to 0.0 0.0 0.117 17 28.23 283.3 6.357 0.0 10.000 0.0027 0.027 Vet = 2.86 17 28.23 0.0 6 0.0 7.630 120 37.914 to 0.0 0.0 0.091 18 28.02 283.3 6.357 0.0 7.630 0.0028 0.021 Vet = 2.86 18 28.02 0.0 6 T 37.72 34.050 120 38.026 to E 17.603 55.323 0.091 19 27.81 283.3 6.357 0.0 89.373 0.0027 0.242 Vet = 2.86 19 27.81 0.0 6 E 17.603 12.000 120 38.359 to 0.0 17.603 0.295 TOR 27.13 283.3 6.357 0.0 29.603 0.0027 0.080 Vet = 2.86 TOR 27.13 0.0 6 2E 35.205 32.500 120 38.734 to 0.0 35.205 10.884 BOR 2 283.3 6.357 0.0 67.705 0.0027 0.183 Vet = 2.86 BOR 2 0.0 6 E 20.084 15.000 140 49.801 to 0.0 20.084 0.866 DIP 0 283.3 6.16 0.0 35.084 0.0024 0.084 Vet = 3.05 DIP 0 0.0 6 T 38.342 182.500 150 50.751 to 2E 35.786 118.861 0.0 HOSE 0 283.3 5.86 S 40.899 301.361 0.0027 0.804 Vet = 3.37 G 3.834 HOSE 0 H25.0 250.00 8 E 22.555 127.580 150 51.555 to 0.0 22.555 0.0 UG1 0 533.3 7.68 0.0 150.135 0.0023 0.346 Vet = 3.69 UGI 0 0.0 10 E 24.61 197.000 150 51.901 to F 12.305 36.914 0.0 BFP1 0 533.3 9.42 0.0 233.914 0.0009 0.200 Vet = 2.46 BFP1 0 0.0 8 4E 113.872 10.000 140 52.101 to Zaf 0.0 113.872 4.867 * * Fixed Loss = 4.867 BFP2 0 533.3 8.27 0.0 123.872 0.0018 0.226 Vet = 3.19 BFP2 0 0.0 12 T 66.446 69.680 150 57.194 to G 6.645 102.991 2.599 SRC -6 533.3 11.2 E 29.901 172.671 0.0004 0.063 Vet = 1.74 0.0 SRC 533.30 59.856 K Factor = 68.93 110 11.92 5.60 20.08 1 0.0 9.500 120 12.851 to 0.0 0.0 0.0 111 11.92 20.08 1.097 0.0 9.500 0.1054 1.001 Vet = 6.82 111 11.92 5.60 20.84 1.25 0.0 9.000 120 13.852 to 0.0 0.0 0.0 112 11.92 40.92 1.442 0.0 9.000 0.1039 0.935 Vet = 8.04 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen-Williams JG Tate Fire Protection Carlsbad Oaks North Lot 4 (Below Me=) Page 8 Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 112 11.92 5.60 21.53 1.25 1 7.432 4.250 120 14.787 to 0.0 7.432 0.0 105 11.92 62.45 1.442 0.0 11.682 0.2271 2.653 Vel = 12.27 0.0 105 62.45 17.440 KFactor= 14.95 113 4.28 5.60 21.29 1 4E 9.948 18.400 120 14.460 to 0.0 9.948 -3.309 114 11.92 21.29 1.097 0.0 28.348 0.1175 3.332 Vel = 7.23 114 11.92 5.60 21.32 1.25 0.0 6.420 120 14.483 to 0.0 0.0 0.0 115 11.92 42.61 1.442 0.0 6.420 0.1120 0.719 Vel= 8.37 115 11.92 5.60 21.83 1.25 T 7.432 4.250 120 15.202 to 0.0 7.432 0.0 106 11.92 64.44 1.442 0.0 11.682 0.2406 2.811 Vel = 12.66 0.0 106 64.44 18.013 KFactor= 15.18 116 11.92 5.60 18.76 1 0.0 6.250 120 11.222 to 0.0 0.0 0.0 117 11.92 18.76 1.097 0.0 6.250 0.0931 0.582 Vel = 6.37 117 11.92 5.60 19.24 1.25 0.0 8.000 120 11.804 to 0.0 0.0 0.0 118 11.92 38.0 1.442 0.0 8.000 0.0905 0.724 Vel = 7.47 118 11.92 5.60 19.82 1.25 0.0 8.000 120 12.528 to 0.0 0.0 0.0 119 11.92 57.82 1.442 0.0 8.000 0.1970 1.576 Vet = 11.36 119 11.92 5.60 21.03 1.25 T 7.432 3.750 120 14.104 to 0.0 7.432 0.0 106 11.92 78.85 1.442 0.0 11.182 0.3496 3.909 Vel = 15.49 0.0 106 78.85 18.013 K Factor = 18.58 107 28.41 141.32 2 T 12.307 64.000 120 24.671 to 0.0 12.307 -0.108 48 28.66 141.32 2.157 0.0 76.307 0.1448 11.047 Vel= 12.41 48 28.66 0.0 2 T 12.307 0.880 120 35.610 to 0.0 12.307 0.381 9 27.78 141.32 2.157 0.0 13.187 0.1448 1.909 Vel= 12.41 0.0 9 141.32 37.900 K Factor = 22.96 6 28.57 53.09 2 0.0 55.920 120 28.593 to 0.0 0.0 0.165 5 28.19 53.09 2.157 0.0 55.920 0.0237 1.323 Vet = 4.66 5 28.19 0.0 2 0.0 10.000 120 30.081 to 0.0 0.0 0.074 4 28.02 53.09 2.157 0.0 10.000 0.0236 0.236 Vet = 4.66 4 28.02 0.0 2 0.0 10.000 120 30.391 to 0.0 0.0 0.074 3 27.85 53.09 2.157 0.0 10.000 0.0236 0.236 Vel =4.66 Computer Programs by Hydratec Inc. Revision: 50.54.2 'Final -Calculations: Hazen-Williams JG Tate Fire Protection Page 9 Carlsbad Oaks North Lot 4 (Below Mezz) Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 3 27.85 0.0 2 0.0 10.000 120 30.701 to 0.0 0.0 0.074 2 27.68 53.09 2.157 0.0 10.000 0.0237 0.237 Vel = 4.66 2 27.68 0.0 2 0.0 10.000 120 31.012 to 0.0 0.0 0.074 1 27.51 53.09 2.157 0.0 10.000 0.0236 0.236 Vel = 4.66 1 27.51 0.0 2 0.0 10.000 120 31.322 to 0.0 0.0 0.069 22 27.35 53.09 2.157 0.0 10.000 0.0237 0.237 Vet = 4.66 22 27.35 0.0 2 0.0 10.000 120 31.628 to 0.0 0.0 0.0 23 27.35 53.09 2.157 0.0 10.000 0.0236 0.236 Vel = 4.66 23 27.35 0.0 2 E 6.153 11.260 120 31.864 to T 12.307 18.460 -0.238 24 27.9 53.09 2.157 0.0 29.720 0.0237 0.703 Vel = 4.66 24 27.9 0.0 2 0.0 1.250 120 32.329 to 0.0 0.0 -0.004 40 27.91 53.09 2.157 0.0 1.250 0.0240 0.030 Vel = 4.66 40 27.91 0.0 2 0.0 10.000 120 32.355 to 0.0 0.0 -0.039 41 28 53.09 2.157 0.0 10.000 0.0236 0.236 Vet = 4.66 41 28 0.0 2 0.0 10.000 120 32.552 to 0.0 0.0 -0.043 42 28.1 53.09 2.157 0.0 10.000 0.0237 0.237 Vel = 4.66 42 28.1 0.0 2 0.0 10.000 120 32.746 to 0.0 0.0 -0.039 43 28.19 53.09 2.157 0.0 10.000 0.0236 0.236 Vel = 4.66 43 28.19 0.0 2 0.0 10.000 120 32.943 to 0.0 0.0 -0.043 44 28.29 53.09 2.157 0.0 10.000 0.0237 0.237 Vet = 4.66 44 28.29 0.0 2 0.0 10.000 120 33.137 to 0.0 0.0 -0.039 45 28.38 53.09 2.157 0.0 10.000 0.0236 0.236 Vel = 4.66 45 28.38 0.0 2 0.0 10.000 120 33.334 to 0.0 0.0 -0.043 46 28.48 53.09 2.157 0.0 10.000 0.0237 0.237 Vet = 4.66 46 28.48 0.0 2 T 12.307 147.250 120 33.528 to 0.0 12.307 -0.225 47 29 53.09 2.157 0.0 159.557 0.0237 3.775 Vel = 4.66 47 29 0.0 2 T 12.307 0.880 120 37.078 to 0.0 12.307 0.381 10 28.12 53.09 2.157 0.0 13.187 0.0237 0.313 Vet = 4.66 0.0 10 53.09 37.772 K Factor= 8.64 Computer Programs by Hydratec Inc. Revision: 50.54.2 Material Submittal For Fire Sprinkler System Carlsbad Oaks Specification Section 211300 Carlsbad. CA Submitted By: J.G. Tate Fire Protection Systems Inc. 13771 Danielson St. Suite I Poway CA. 92064 Specification Section 2113 00 Description Page Pipe Bull Moose Tube I Fittings Ductile Iron Threaded Anvil 2 Grooved Anvil II Sprinklers Reliable F1FR 30 Reliable F1 LO 37 Reliable GXLO 42 Hangers Tolco Hangers 45 Tolco Figure 65 Beam Clamp 46 Tolco Fig 69r Retainer Strap 47 Sway Bracing Tolco Fig 828 Sway Brace Attachment 48 Tolco Fig 825a Joist sway Brace Attachment 49 Tolco Fig 980 Swivel 50 Tolco Fig 75 Swivel Attachment 51 Tolco Fig 4L Pipe Clamp 52 Tolco Fig 1001 Pipe Clamp 53 Valves FPPI Pressure Gauge 54 AGF Model 3011 Inspector's Test 55 System Sensor Alarm Bells 57 Miscellaneous FPPI Recessed Canopy Coverage Plate 59 FPPI Spare Sprinkler Head Cabinet We FPPI Identification Signs 61 THIS CONCLUDES THE SPRINKLER MATERIAL SUBMITTAL Y3BE3ULL IWOOSE' TUBE APPROVALS AND SPECIFICATIONS ASTM Al 35, Grade A ASTM A795, Type E, Grade A Pressure rated to 300 psi Underwriters Laboratories- United States of America Underwriters Laboratories-Canada Factory Mutual NFPA-13 NFPA-13R NFPA-14 CIVIL DEFENSE APPROVAL- United Arab Emirates Made in the United States of America UL, ULC & FM listed for roll-groove, plain-end and welded joints for wet, dry, preaction and deluge sprinkler systems. LEED v4 Certified SCHEDULE 10 & 40 SPRINKLER PIPE SUBMITTAL DATA SHEET FINISHES AND COATINGS Schedule 10 & 40 Sprinkler Pipe receives an 00 mill coating of water-based paint which has corrosion protection expected with a painted carbon steel product, i.e. it would be expected to resist corrosion for an extended and indefinite period in a clean and dry environment and, as environmental conditions deteriorate, the corrosion protection would also diminish. Schedule 10 & 40 Sprinkler Pipe (black) receives an ID mill coating of Eddy Guard II MIC preventative coating. EG2 has been tested at independent laboratories to resist bacterial growth and maintain minimal bacterial count after multiple flushes (25) of the pipe. Schedule 10 & 40 Sprinkler Pipe when Hot Dip Galvanized by ASTM Al 23 and supplied by Bull Moose Tube is UL listed and FM approved. PRODUCT IDENTIFICATION Every length of Bull Moose fire sprinkler pipe features large, easy-to- read, continuous stenciling, clearly identifying the manufacturer, type of pipe, size, and length. -. O.D.(In) - - ID. (in) Empty Weight (lb/ft) -. .-. Water Filled Weight (lb/ft) CAR.* - Pieces per Lift - C.D.(in) - - - l.D.(in) - -. - Empty Weight (lb/It) -- - Water Filled Weight (lb/It) - - C.R.R. j Pieces per Lift J WbD 17 1315 1.660 1.900 2.375 2.875 3.500 4.500 6.625 8.625 1.097 1.442 1.682 2.157 2.635 3.260 4.260 6.357 8.249 1.410 1.810 2.090 2.640 3.530 4.340 5.620 9.290 16.940 1.800 2.518 3.053 4.223 5.893 7.957 11.796 23.038 40.086 1527 9.91 176 6.27 4.92 3.54 250 1.158 1.805 91 61 61 37 30 19 19 10 1 1.315 1660 1900 2.375 2.875 L 3500 4.500 1.049 1.380 1.610 2.067 2.469 3.066 4.026 1.680 2.270 2,720 3.660 5.800 7.580 10.800 2.055 2.918 3.602 5.114 1.875 10.783 16.316 1.00 1.00 1.00 1.00 1.00 1.00 1.00 70 51 44 30 30 19 19 *Calculated using Standard UL CRR formula, UL Fire Protection Directory, category vizv SUBMITTAL INFORMATION (~ 0 C S < _!3.~ > Project[ Contractor[ Engineer[ Specification Reference Date [ 1 System Type Locations F 1 Comments 0 Schedule 10- Black (J) Schedule 10- Hot Dip Galvanized Q Schedule 40- Black (j) Schedule 40- Hot Dip Galvanized --------------------------------------------------... - - ---' 74 BULL]V[DDSETUBE.CDM aS4iJi. .... TED APPROVED Approval Details and Limitations, ebsite at wv.aeviIintI.conr or r Anvil Sales Representative. DUCTILE IRON THREADED FITTINGS FIG, 3201 9O Elbow FIGURE ELBOW Nominal Size Maximum Dimension A Approx. Wt. Each Working PressureA In. (mm) PSI (kPa) In. (mm) lbs. (kg) 1 500 1.50 0.62 20 3450 38.10 0.28 1¼ 500 1.75 0.90 32 3450 44.45 0.41 1½ 500 1.94 1.20 40 3450 49.276 0.54 2 500 2.25 1.85 50 1 3450 57.15 0.84 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest (JL/ULC, and FM pressure ratings versus pipe schedule please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B 16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME Bi .20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECTIINFORMATION APP ;'ITI,i STAMP Project: El Approved Address: E] Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 STED APPROVED Approval Details and Limitations, sebsite at www.anvilintl.com or Anvil0 Sates Representative. OqF~~ DUCTILE IRON THREADED FITTINGS (~).AWIL FIG. 3201R Reducing 900 Elbow - B II 1 x 2 2 FIGURE 3201R 1REDUCING 90 I :sjY! Nominal Size Max. Working PressureA Dimensions Approx. WI. Each 1 x 2 A B In. (mm) PSI(Vu) In. (mm) In. (mm) Lbs. (kg) 1 X /2 500 1.26 1.36 0.44 25x 15 3450 32.00 34.54 0.20 1 x '/4 500 1.31 1.45 0.52 25x20 3450 34.79 36.83 0.24 11/4 x ½ 500 1.34 1.53 0.64 32x15 34550 34.03 38.86 0.29 1¼ x 1/4 500 1.45 1.62 0.72 32x20 3450 36.83 41.14 0.33 11/4 x 500 1.58 1.67 0.15 32x25 3450 40.13 42.41 0.34 11/2 X 500 1.65 1.80 0.92 40x25 3450 41.91 45.72 0.42 1½ x 1¼ 500 1.82 1.88 1.08 40x32 3450 46.22 47.75 0.49 2 x 1/2 500 1.49 1.88 1.08 50x15 3450 37.84 47.75 0.49 2 x 1/4 500 1.60 1.91 1.24 50x20 3450 40.64 50.03 0.56 2 x 500 1.73 2.02 1.40 50x25 3450 43.94 51.30 0.64 2 x 11fl 500 1.90 2.10 1.52 50x32 3450 48.26 53.34 0.70 2 x 11/2 500 2.02 2.16 1.65 50x40 3450 51.30 54.86 0.75 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-] 2 Finish: Black Threads: NPT per ASME Bi .20.1 Agency Approvals: All ductile iron threaded Fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECTIINFORMATION APP ;ITIi USTAMP Project: Approved Address: Li Approved as noted Contractor: EJ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 FIG, 3205 Straight Tee A USTED APPROVED :ings/Apptcval Details and Limitations, our website at wranviIintl.com or act an Anvil6 Sales Representative. 4E~~ DUCTILE IRON THREADED FITTINGS FIGURE 3205 - STRAIGHT TEE Nominal Size Maximum Dimension A Approx. Wt. Each Working PressureA In. (mm) PSI (kPo) In. (mm) tbs. (kg) 500 1.50 0.85 25 3450 38.10 0.39 lA 500 1.75 1.22 32 3450 44,45 0.55 1112 500 1.94 1.55 40 3450 49.27 0.70 2 500 2.25 2.45 50 3450 57.15 1 LII A - Working Pressure Ratings are for reference only and based on Scrt. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.cam or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: EjApproved Address: EJApproved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 USTED APPROVED tings/Apprsval Details and Limitations, our website at .s.anvilintl.cam or act an MOO Sales Representative. DUCTILE IRON THREADED FITTINGS FIG. 3205R Reducing Tee B 'It FIGURE 32'b1 : REDUCING TEE Nominal Size Max. Dimensions Working Approx. 1 x 2 x 3 Pressurea, A B ( . or In. (mm) PSI (kPa) In. (mm) In. (mm) In. (mm) tbs. (kg) 1 x ½ x 1 500 1.50 1.36 1.50 0.64 25x15x25 3450 38.10 34.54 1 38.10 0.29 1 x 1/4 x 1 500 1.50 1.45 1.50 0.73 25x20x25 3450 38.10 36.83 38.10 0.33 1 X x /2 500 1.26 1.26 1.36 0.71 25x25x 15 3450 32.00 32,00 34.54 0.32 1 x 1 x '/4 500 1.37 1.37 1.45 0.76 25x25x20 3450 34.80 34.80 36.83 0.34 1 X x 1¼* 500 1.67 1.67 1.58 0.98 25x25x32 3450 42.41 42.41 40.13 0.44 1 X x 11/2* 500 1.80 1.80 1.65 1.16 25x25x40 3450 45.72 45.72 41.91 1 0.53 1/4 x 1 x ½* 500 1.34 1.26 1.53 0.82 32x25x 15 3450 34.04 32.00 38.86 0.37 11/4 x 1 x 3/4 500 1.45 1.37 1.62 0.90 32x25x20 3450 36.83 34.80 41.15 0.41 11/4 x 1 x 1 500 1.58 1.50 1.67 1.00 32x25x25 1 3450 40.13 38.10 42.42 0.45 11/4 X x lA 500 1.75 1.67 1.75 1.08 32x25x32 3450 44.45 42.42 44.45 0.49 1/ x 1 x 11/2 500 1.88 1.80 1.82 1.42 32x25x40 3450 47.75 45.72 46.22 0.64 11/4 x 1¼ x ½ 500 1.34 1.34 1.53 0.86 32x32x 15 1 3450 1 34.04 34.04 38.86 0.39 Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B 1 .20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. FIGURE 320.1: REDUCING TEE Nominal Size Max. Working PressureA Dimensions Approx. 1. Each 1 x 2 x 3 A B C In. (mm) PSI (kPa) In. (mm) In. (mm) In. (mm) tbs. (kg) 1¼ x 1¼ x '/4 32x32x20 500 3450 1.45 1 36.83 1.45 36.83 1.62 1 41.15 0.92 0.42 11/4 x 1¼ x 1 32x32x25 500 3450 1.58 40.13 1.58 40.13 1.67 42.42 0.95 0.43 1¼ x 1 Vs x 11/2* 32x32x40 500 3450 1.88 47.75 1.88 47.75 1.82 46.22 1.45 0.66 A Working Pressure Ratings are for reference only and based on Scli. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. * Part supplied as "Bull Head Tee. PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: [:]Approved as noted Contractor: J Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 4E~~ DUCTILE IRON THREADED FITTINGS FIG, 3205R Reducing Tee FIGURE 320-1: REDUCING II Nominal Size Max. Working Dimensions PP 0Xj 1 I. Each 1 x 2 x 3 PressureA A B C In. (mm) PSI (kPa) In. (mm) In. (mm) In. (mm) Lbs. (kg) 1¼x 1Ih x 2* 500 2.10 2.10 1.90 1./5 32x32x50 3450 53.34 53.34 48.26 0.79 1V2x1 x½ 500 1.41 1.34 1.66 0.95 40x25x15 1 3450 35.81 34.04 1 42.16 0.43 1'/2X 1 x'/4 500 1.52 1.37 1.15 1.14 40x25x20 3450 38.61 34.80 44.45 0.52 1Vsx 1 X 500 1.65 1.50 1.80 1.17 40x25x25 3450 41.91 38.10 45.72 0.53 1 '/2 x 1 x 1 V4 500 1.82 1.67 1.88 1.34 40x25x32 3450 46.23 42.42 47.75 0.61 1 /2 x 1 x 11/2 500 1.94 1.80 1.94 1.45 40x25x40 3450 49.28 45.72 49.28 0.66 1½ x1¼ x /2 500 1.41 1.34 1.66 1.05 40x32x15 3450 35,81 34.04 42.16 0.48 1'/sxl'Ax 3/4 500 1.52 1.45 1.75 1.15 40x32x20 3450 38.6/ 36.83 44.45 0.5 1 '/2 x 1 V4 x 1 500 1.65 1.58 1.80 1.25 40x32x25 3450 41.91 40.13 45.72 0.57 1Vs x 11/4 x 2* 500 2.16 2.10 2.02 1.90 40x32x50 3450 54.86 53.34 51.30 0.86 1½x1½xVs 500 1.41 1.41 1.16 1.15 40x40x15 3450 35.81 35.81 29.46 0.52 1½ x 1½ x 3/4 500 1.52 1.52 1./5 1.24 40x40x20 3450 38.61 38.61 44.45 0.56 1½ x 1½ x 1 500 1.65 1.65 1.80 1.30 40x40x25 3450 41.91 41.91 45.72 0.59 1½ x 11/2 x 1¼ 500 1.82 1.82 1.88 1.48 40x40x32 3450 46.23 46.23 47.75 0.67 FIGURE 32'.1 :UREDUCING T Nominal Size Max. Dimensions Working Approx. Wt. Each 1 x 2 x 3 PressureA A B In. (mm) PSI (kPu) In. (mm) In. (mm) In. (mm) Lbs. (kg) 11/2 x 11/2 x 2* 500 2.16 2.16 2.02 1.98 40x40x50 3450 54.86 54.86 51.30 0.90 2 x 1 x 2 500 2.25 2.02 2.25 2.15 50x25x50 1 3450 57.15 51,31 1 57.15 0.98 2 x 11/4 x 2 500 2.25 2.10 2.25 2.30 50x32x50 3450 57.15 53.34 57.15 1.04 2 x 11/2 x 1/2 500 1.49 1.41 1.88 1.50 50x40x15 3450 37.85 35.81 47.75 0.68 2 x 11/2 x 1/4 500 1.60 1.52 1.97 1.62 50x40x20 3450 40.64 38.61 50.04 0,73 2 x 11/2 x 1 500 1.73 1.65 2.02 1.64 50x40x25 3450 43.94 41.91 51.31 0.74 2x11/2 x11/4 500 1.90 1.82 2.10 1.80 50x40x32 3450 48.26 46.23 53.34 0.82 2 x 1½x 11/2 500 2.02 1.94 2.16 2.00 50x40x40 3450 51.31 49.28 54.86 0.91 2 x 1½x 2 500 2.25 2.16 2.25 2.35 50x40x50 3450 57.15 54.86 57.15 1.07 2 x 2 x 112 500 1.49 1.49 1.88 1.60 50x50x 15 3450 37.85 37.85 47.75 0.73 2 x 2 x 1/~ 500 1.60 1.60 1.97 1.68 50x50x20 3450 40.64 40.64 50.04 0.76 2 x 2 x 1 500 1.73 1.73 2.02 1.85 50x50x25 3450 43.94 43.94 51.31 0.84 2 x 2 x 11/4 500 1.90 1.90 2.10 2.04 50x50x32 3450 44.45 42.42 44.45 0.93 2 x 2 x 11/2 500 2.02 2.02 2.16 2.18 50x50x40 3450 44.45 42.42 44.45 0.99 A Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit arsvilirstl.com or contact your local Anvil Representative. * Part supplied as Bull Head Tee. SPF/Dl-1 .15 + USTED APPROVED ;tings/Approval Details and Limitations, tour website at www.anvitintt.com or tact an Anvil* Sates Representation. OqE~~ DUCTILE IRON THREADED FITTINGS FIG, 3202 450 Elbow FIGURE 3202 - 45j.ELBOW Nominal Size Maximum Dimension A Approx. Wt. Each Working PressureA In. (mm) PSI (kPa) In. (mm) tbs. (kg) 1 500 1.12 0.46 25 3450 28.44 0.21 1¼ 500 1.29 0.73 32 3450 32.76 0.33 11/2 500 1.43 0.92 40 3450 36.32 0.42 2 500 1.68 1.50 50 3450 42.67 0.68 A - Working Pressure Ratings are for reference only and based on Scn. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-1 2 Finish: Black Threads: NPT per ASME Bi .20.1 Agency Approvals: All ductile iron threaded Fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: flApproved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .16 OKE~~~ DUCTILE IRON THREADED FITTINGS FIG. 3221R Reducing Coupling c®us USTED APPROVED For Listings/Approval Details and Limitations, visit our website at ay.anviIinhI.csm or contact an Anvil6 Sales Representative. FIGURE c}'4I:REDUCING Nominal Size MaximumDimension A Approx. WI. Each Working PressureA In. (mm) PSI (kPa) In. (mm) Lbs. (kg) 1 X1/2 500 1.69 0.39 25x15 3450 42.92 0.18 1 x 3/4 500 1.69 0.53 25x20 3450 42.92 0.24 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT lIIIINFORMATION 1 Project: E] Approved Address: Approved as noted Contractor: El Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1.15 LISTED APPROVED tings/Approvat Details and Limitations, our website at www.anvilintl.com or act an Anvile Sales Representative. cNVIL DUCTILE IRON THREADED FITTINGS FIG. 3207 Cross FIGURE 3207 -,i :TsI* I I I Nominal Size Maximum Dimension A Approx. Wt. Each Working PressureA In. (mm) PSI (kPa) In. (mm) tbs. (kg) 1 500 1.50 0.98 25 3450 38.10 0.44 1¼ 500 1.75 1.50 32 3450 44.45 0.68 11/2 500 1.94 1.90 40 3450 49.27 0.86 2 500 2.25 2.95 50 3450 57.15 1.34 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B] .20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP / Project: Approved Address: Approved as noted Contractor: fl Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 LISTED APPROVED tingslApproval Details and Limitations, our websitu at wanv.anviiinti.com or act an Anvil' Sales Rnprnsuntative, OKE~~ DUCTILE IRON THREADED FITTINGS FIG. 3207R Reducing Cross B---B--- 1 22 1x1x2x2 FIGURE 32I : :1 'luI'I 1 [c-JCROSS11 Nominal Size Max. Working PressureA Dimensions Approx. WI. Each 1 x 1 x 2 x 2 A B In. (mm) PSI (ki'o) In. (mm) In. (mm) tbs. (kg) 1¼ x 11/4 x 1 x 1 32x32x25x25 500 3450 1.58 40.13 1.67 42.41 1.27 0.58 1¼ x 11/2 x 1 x 1 40x40x25x25 500 3450 1.65 41.91 1.80 45.72 1.48 0.67 2x2x1 x 50x50x25x25 500 3450 1.73 43.94 2.02 51.30 2.10 0.95 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest IJL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B 16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. !PROJECT IlIINFORMATI ON Project: . APPROVAL STAMP I []Approved Address: Ij Approved as noted Contractor: fl Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 Rigid Coupling ANVIL The C-4 Rigid Coupling is our standard coupling and is designed for rigid piping applications. The C-4 is specially designed to provide a rigid, locked-in pipe connection to meet the specific demands of rigid design steel pipe. For the latest UL/ULC listed, LPCB, YdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. LISTED APPROVED ' c' For UoIings/ApproaI Details and Limitations, visit our website at ws.aovilintt.com or contact an MaIF Sates Representative. HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval-neck track head bolts conforming to ASTM A-i 83 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or SAE J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: El Rust inhibiting paint Color: ORANGE (standard) El Hot Dipped Zinc Galvanized (optional) DOther available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an Anvil Representative. LUBRICATION: U Standard Gruvlok 0 Gruvlok XtremeTM required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. U Pre-Lubricated Grade "E" EPDM, Type A Gasket (Violet color code) -40°F to 150°F (Service Temperature Range)(-40°C to 65°C) Recommended for wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruvlok XtremelM Lubricant is required. i:i Grade "F" EPDM (Green color code) -40°F to 230°F (Service Temperature Range)(-40°C to 110°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. 0 Grade "EP" EPDM (Green and Red color cede) -40°F to 250°F (Service Temperature Range))-40°C to 1 21°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. GASKET TYPE: o Standard C Style O Flush Gap PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 CSPF/RNVIL Rigid Coupling C-4 IRIGIDICOUPLING Nominal ' Pipe Max. Max. Counling Dimensions Range of Pipe Coupling Bolts Specified Torque § Approx. Size O.D. Working End Load End Separation eparation x y z Wt. [a. aty. Size Min. Max. In./DN(mrn) In/mm PSI/bar Lbs./kN In/mm In/mm In/mm In 1mm In/mm FL.Lbs./N.m Lbs/Kg 1 1.315 300 401 0-'/ 2% 4 1/4 2 3/8 x2Y4 30 45 1.2 25 33.4 20.7 7.81 0-0.79 60 702 44 M10x57 40 60 0.5 11/4 1.660 300 649 0-/32 23/4 4% 11/8 2 /8 x 21/4 30 45 1.5 32 42.2 20.7 2.89 0-0.79 70 117 48 M10x57 40 60 0.7 1½ 1.900 300 851 0.1/32 213A6 4% PA 2 %x21/4 30 45 1.7 40 48.3 20.7 3.78 0-0.79 77 124 48 M10x57 40 60 0.8 2 2.375 300 1,329 0.1/32 31/2 5% 2 2 %x21/4 30 45 1.9 50 60.3 20.7 5.91 0-0.79 89 737 51 M10x57 40 60 0.9 21/2 2.875 300 1,948 0-1/32 4 6 2 2 % x 21/2 30 45 1.9 65 73.0 20.7 8.66 0-0.79 702 752 51 M10x63 40 60 0.9 30.0. 2.996 300 2,775 0½2 Na 6¼ l/8 2 31ax2½ 30 45 2.2 76.1 76.1 20.7 9.41 00.79 105 156 48 M10 x 63 40 60 1.0 3 3.500 300 2,886 01/32 4% 6% 2 2 % x 21/2 30 45 2.4 80 88.9 20.7 12.84 0-0.79 727 168 57 /v110x63 40 60 1.7 4 4.500 300 4,771 0-/32 57/s 73/4 21/8 2 % x 21/ 30 45 3.2 700 174.3 20.7 21.22 0-2.38 749 197 54 M10x63 40 60 7.4 5½ 0.0. 5.500 300 7,127 0A2 6/8 9V4 2916 2 ½x3 80 100 5 139.7 139.7 20.1 31.70 0-2.38 175 235 52 M12 x 76 110 150 2.2 5 5.563 300 1,292 0.3/33 615A6 9½6 21A6 2 /2 x 3 80 100 4.5 725 741.3 20.7 32.44 0-2.38 176 230 52 M12x76 770 150 2.0 6½ O.D. 6.500 300 9,955 0'/32 8¼ 70318 2¼ 2 ½x3 80 100 5.8 165.1 165.1 20.7 44.28 0-2.38 207 264 54 M12 x 76 110 150 2.6 6 6.625 300 10,341 0-/32 81/4 10% 2/8 2 1/2 x 31/4 80 100 5.8 150 765.3 20.7 46.00 02.38 210 264 54 M12x82 HO 150 2.6 8 8.625 300 17,528 0-/32 10½ 131/4 21/2 2 1/8 x 31/2 100 130 10.8 200 219.7 20.7 77.97 0-2.38 267 337 64 M16x89 130 175 4.9 10 10.750 300 2/,229 0-/32 13 104 21/8 2 7/8 x5 180 220 21.5 250 273.7 20.7 121.12 0-2.38 337 425 67 M22 125 245 298 9.8 12 12.750 300 38,303 0-/32 15% 19% 21/8 2 ½x 51/2 180 220 27.4 300 1 323.9 20.7 170,38 0-2.38 391 489 67 1 - M22 140 1 245 1 298 1 72.4 Range of Pipe End Seperation values are for roll grooved pipe and may be doubled for cut groove pipe. Working pressure and/or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. One time field test pressure may be increased to 1.5 times the figures listed above. § - For additional Bolt Torque information see Technical Data Section. A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/Ui.C, FM, VdS and LPCB pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Other sizes available, contact an Anvil Representative. I WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvioke XfremeT Lubricant is required. FP-4.12 SlideLOK® Ready for Installation Coupling VLOK The patented SlideLOK coupling is the most rigid ready for installation coupling designed to reduce installation time. The slide action eases assembly and reduces installation time. The patented gasket provides four separate sealing surfaces for added protection. The SlideLOK coupling is designed to be used with roll, cut or swage grooved steel pipe, Gruvlok® and SPF® grooved-end fittings, and valves. The SlideLOK coupling allows for a maximum working pressure of 450 psi on roll or cut grooved carbon steel standard wall pipe. The SlideLOK coupling provides a rigid connection allowing pipe hanging practices per ASME B31 Pipe Codes. * Patent: 8550502, 8615865, 2732427, D680629, D680630, D696751, 8282136, 9239123, 9297482, 9194516, 9297484, 9039046, 9500307 tw c®us LISTED APPROVED For Listings/Approval Details and Limitations, visit our website at .w.anoiIintLcom or SlideLOK Pressure Responsive Gasket contact an Anvil Sales Representative. HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 BOLTS: E] SAE J429, Grade 5, Zinc Electroplated (standard) U ASTM Al 93, Grade Pa8, 304 Stainless Steel (optional) U SAE J429, Grade 5, Thermo-Diffusion Coated (special order) HEAVY HEX NUTS: ASTM A563, Grade A, Zinc Electroplated, Violet Dyed (standard) El ASTM Al 94, Grade 8, 304 Stainless Steel (optional) 0 ASTM A563, Grade A, Thermo-Diffusion Coated (special order) COATINGS: U Rust inhibiting paint Color: ORANGE (standard) 0 Hot Dipped Zinc Galvanized (optional) LUBRICATION: 0 Gruvlok XtremeTM required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Pre-Lubricated Grade "E" EPDM, Type A Gasket (Violet color code) -40°F to 150°F (Service Temperature Range)(-40°C to 66°C) Recommended for wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruvlok Xtreme'° Lubricant is required. GASKET TYPE: SlideLOK (11/4 - 4') PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.17 SlideLOK® Ready for Installation Coupling q7j AWIL UVLOK UNINSTALLED VIEW INSTALLED VIEW IiP SLIDELOK COUPLING Nominal Pipe Max. Max. 'Range of Coupling Dimensions Coupling Balls Specified Torque § Approx. Size O.D. Working PressureA End Load Pipe End Separation WI. Ea. X0 AV Z Qty. Size Min.Max. In./DN(mm) In/mm PSI/bar Lbs./kN In 1mm In/mm In/mm In./mm In/mm In/mm Ft..Lbs./N.m Lbs/Kg 1'/4 1.660 450 973 0-3A6 229/32 21/2 591/33 2 2 1/2 x 21/2 80 100 1.9 32 42.2 31.0 4.33 04.8 14 64 140 51 M12x63 710 735 0.9 1'/2 1.900 450 1,275 0-3/it 3/32 2/4 S/tt 2 2 ½x 2/2 80 100 2.1 40 48.3 31.0 5.67 0-4.8 80 70 144 51 1i412x63 110 135 1.0 2 2.375 450 1,993 0-3A6 4'%2 4 615/3 2 2 1/2 x 21/4 80 100 2.5 50 60.3 31.0 8.87 04.8 772 102 764 51 M12x70 110 135 I.! 2'!? 2.875 450 2,921 0-3A6 43A6 3h1/ 6'Vi6 2 2 1/2 x 21/4 80 100 2.6 65 73.0 37.0 12.99 0-4.8 106 94 770 51 M1200 110 135 1.2 3 3.500 450 4,329 0•3A6 429A2 41%3 7/8 2 2 1/2 x 3 80 100 3.1 80 88.9 31.0 19.26 04.8 125 712 787 57 M12x76 710 135 1.4 4 4.500 400 6,361 0-'/4 5½2 5'/32 811/6 2 2 1/2 x 31/2 80 100 3.1 700 1 114.3 1 27.6 1 28.30 1 0-6.3 1 152 1 137 1 221 1 51 A412x89 1 770 1 135 1 1.4 Range of Pipe End Separation values are for system layout reference only. Actual installation spacing may vary based on pipe condition. § - Specified bolt torque values are suitable for Schedule 40, 10, light wall, and specialty pipes. I WARNING A - Maximum Working Pressure Rating is for Schedule 40 pipe. I For dry pipe systems and freezer applications I lubrication of the gasket is required, For use in Dry Pipe Systems: The SlideLOK pressure responsive gasket is featured with four sealing surfaces to increase protection in Gruvioke XtremeTM Lubricant is required. low temperature applications. Once the SlideLOK gasket is installed, the performance of the gasket is equivalent to the Gruvlok Flush Gap Gasket. Note: The Flush Gap Gasket is not interchangeable with the SlidelOK gasket. LISTINGS AR Manufacturer Pipe Groove NPS Pressure Rating ciJius FM Size Range In./DN(mm) PSI/bar PSI/bar 1/4-3 450 450 Schedule 40* Roll, Cut 32-80 37.0 31.0 400 400 100 27.6 27.6 Schedule 10* Roll 11/4 .4 365 365 32- 700 252 25.2 Schedule 10 Swage 1'/4 4 300 300 32- 100 207 20.7 Mega-Flow Roll 1,4-4 300 300 32-100 207 207 Wheatland Wheatland Mega-Thread Roll 11/4 .2 300 300 Tube 32 50 207 Roll 20.7 GL 1'/4-2 300 300 32-50 20.7 20.7 MLT Roll 1'/42 300 300 32-50 1 20.7 1 20.7 APPROVALS Manufacturer Pipe Groove NPS Pressure Rating cUlus FM Size Range In./DN(mm) PSI/bar PSI/bar Fire-Flow Roll 11/2 -4 300 300 Youngstown 40-100 20.7 20.7 ELThreod Roll 71,14 2 300 300 32-50 20.7 20,7 Eddy-Flow Roll 11/2 . 4 300 300 Bull Moose 40-700 20.7 20.7 Tube Eddy-Thread 40 Roll 1j'42 300 300 32-50 1 20.7 20.7 For the latest cULus pressure ratings, FM pressure ratings, and pipe approvals, please visit anvilintl.com or contact your local Anvil Representative. Schedule 40 pipe to ASIM A795/A53/ASME B36.10 in accordance with NFPA-1 3. Schedule 10 pipe to ASTM Al 35/A795/A53 in accordance with NFPA-1 3. FP-4.17 J] Tighten Nuts fJSecurely tighten nuts alternately and equally, keeping the gaps at the bolt pads evenly spaced. : . Bolt Wrench Specified Size Size Bolt Torque* In. In, Ft-Lbs 1/2 80-1 00 Non-lubricated bolt torque F- FAssembly is complete Visually inspect the pipe joint to assure the coupling keys are fully engaged in the pipe grooves. The bolt pads are to have equal gaps on each side of the coupling. NOTICE: Visually inspect both sides of the coupling to ensure gaps between bolt pads are evenly spaced and are parallel. Any deviations must be corrected before placing coupling into service. SlideLOK® Ready for Installation Coupling LOK L: READY FOR INSTALLATION - RIGHT OUT OF THE BOX Do not disassemble the SlideLOK Coupling. The 74FP coupling is ready for installation. The bolt and gasket do not need to be removed. Pipe Preparation U Pipe ends are to be cut, rolled or swage grooved according to Anvil specifications. Not for use on EG grooved pipe ends. The pipe end must be smooth and free from metal burrs, sharp edges or projections. 2 Gasket Preparation Ensure the gasket is suitable for the intended application by referring to the Anvil gasket compatibility chart. SlideLOK pre-lubricated gasket does not require lubrication. CAUTION: Gruvlok Xtreme Lubricant must be applied when used in dry pipe systems or freezer applications. Assembly he SlideLOK Fig. 74FP may be installed by one of two methods. The preferred method depends on the type of pipe components being joined and their orientation. Please review both methods before installing. SE! 3- MZHOD #1 Slide the SlideLOK coupling completely over the grooved pipe end. This will allow a clear and un-obstructed view of the pipe for correct alignment. S7EP 3- TCOD #2 Slide the SlideLOK coupling half way onto the pipe end or fitting. This will better accommodate fitting, and valve accessories during installation. Slide the coupling on the pipe past the groove. The bolts and nuts can be hand tightened to position the coupling in place. Align the mating pipe end. Align the two adjoining pipes together. Slide the coupling back over the grooves so that the coupling keys are located over the respective grooves on both pipe ends. D Follow the instructions on fastening the coupling as shown in Step 4. Slide the coupling on the fitting so that the groove and keys are aligned. Bring the pipe end or fitting towards the coupling and insert so that the groove and coupling keys are aligned. Hand tighten the nuts to correctly position the couplings keys over the respective grooved ends. Follow the instructions on fastening the coupling as shown in Step 4. CAUTION: Uneven tightening may cause the gasket to pinch. Gasket should not be visible between segments after bolts are tightened. I- t31L - __•-c CORRECT INCORRECT FP-4.17 NOTICE: Visually inspect both sides of the coupling to ensure gaps between bolt pads are evenly spaced and are parallel. Any deviations must be corrected before placing coupling into service. 3Tighten Nuts o Securely tighten nuts alternately and equally, keeping the gaps at the bolt pads evenly spaced. CORRECT SlideLOK® Ready for Installation Coupling L OK -- REINSTALLATION OF THE 74FP SLIDELOK COUPLING The SlideLOK coupling is designed to be installed in the ready for installation assembly position once. After the initial assemble the following steps are to be taken to re-install the 74FP SlideLOK coupling. De-Pressurize the System U De-pressurize the system before removing the SlideLOK Coupling. Dis-assemble the couplings by removing the nuts, bolts and gasket from the hous- ing halves. A wrench is required to overcome the epoxy used to secure the nuts on the bolts. 05)Pipe Preparation Pipe ends are to be cut, rolled or swage grooved according to Anvil specifications. Not for use on EG grooved pipe ends. The pipe end must be smooth and free from metal burrs or projections. - -- __j .. Step 31 '5) Gasket Preparation Ensure the gasket is suitable for the intended application by referring to the Anvil gasket compatibility chart. A light coating of Gruvlok® XTreme' lubricant must be applied to the gasket prior to installation. Pipe Alignment and L Gasket Installation Slide the gasket onto the pipe then align the two pipe ends together. Pull the gas- ket into position, centering it between the grooves on each pipe. Gasket should not extend into the groove on either pipe. Housing Assembly Place each of the housing halves on the pipe making sure the housing key fits into the groove. Be sure that the tongue and recess portions of the hous- ing mate properly. Insert the bolts. ANSI Specified•Bolt Torque Bolt Size Wrench Size Specified Bolt Torque* In. In. Ft-Lbs 80-100 * Non-lubricated bolt torque CAUTION: Uneven tightening may cause the gasket to pinch. Gasket should not be visible between segments after bolts are tightened. 7AssembIy is complete Visually inspect the pipe joint to assure the coupling keys are fully engaged in the pipe grooves. The bolt pads are to have equal gaps on each side of the coupling. INCORRECT FP-4.17 SlideLOK® Ready for Installation Coupling MAWIL UVLOK A T HHB SWAGE GROOVE 1 :J4' ['fi I [s] -1- -2- 1 I -- -6- ' -7- -8- Nominal Pipe O.D. "4" "B' "C' Actual "C" Tol. "0" "1" Mm. Allow. Max. Flare Actual Tolerance Size ±0.030/ ±0.76 ±0.030/ ±0.76 +0.000 (Ref. Only) Wall Thick Dia. In/LIN(mm) In ,/Mm +h/mm -In 1mm In/mm In/mm In/mm -In/mm In/mm In 1mm In/mm 1¼ 1.660 +0.016 -0.016 0.625 0.281 1.535 -0.015 0.063 0.065 1.770 32 42.2 f0.41 -0.41 75.88 7.74 38.99 -0.38 7.60 1.7 45.0 1/2 1.900 +0.019 -0.019 0.625 0.281 1.775 -0.015 0.063 0.065 2.010 40 1 48.3 4.48 -0.48 75.88 7.74 45.09 -0.38 1.60 1.7 51.7 2 2.375 +0.024 -0.024 0.625 0.344 2.250 -0.015 0.063 0.065 2.480 50 60.3 -0.67 -0.67 75.88 8.74 57.15 -0.38 1.60 7.7 63.0 2½ 2.875 +0.029 -0.029 0.625 0.344 2.720 0.018 0.078 0.083 2.980 65 73.0 +0.74 -0.74 15.88 8.74 69.09 -0.46 7.90 2.1 75.7 3 3.500 +0.035 -0.031 0.625 0.344 3.344 0.018 0.078 0.083 3.600 80 1 88.9 ~0.89 -0.79 15.88 8.74 84.94 0.46 7.98 2.1 97.4 4 4.500 +0.045 -0.031 0.625 0.344 4.334 0.020 0.083 0.083 4.600 100 174.3 1 +1,14 1 -0.79 1 75.88 8.74 710.08 -0.51 1 2.77 1 2.1 716.8 COLUMN 1- Nominal IPS Pipe size. COLUMN 2 - PS outside diameter. COLUMN 3 - Gasket seat must be free from scores, seams, chips, rust or scale which may interfere with proper sealing of the gasket. Gasket seat width (Dimension A) is to be measured from the pipe end to the verti- cal flank in the groove wall. COLUMN 4 - Groove width (Dimension B) is to be measured between vertical flank of the groove size walls. COLUMN 5 - The groove must be of uniform depth around the entire pipe circumference. (See column 6). COLUMN 6 - Groove depth: for reference only. Groove must conform to the groove diameter "C" listed in column 5. COLUMN 7 - Minimum allowable wall thickness which may be roll grooved. COLUMN 8 - Maximum allowable pipe end flare diameter. Measured at the most extreme pipe end diameter of the gasket seat area. Out of roundness: Difference between maximum O.D. and minimum O.D. measured at 90° must not exceed total O.D. tolerance listed (reference column 2). For IPS pipe, the maximum allowable tolerance from square cut ends is 0.03' for 1" thru 3½"; and 0.045" for 4". Weld Seams must be ground flush with the pipe O.D. and ID prior to roll grooving. Failure to do so may result in damage to the roll grooving machine and unacceptable roll grooves may be produced. V "A" tolerance +0.030" / -0.060" (+0.77 / -1.54 mm) FP-4.17 Lightweight Flexible Coupling ANVIL. CSPF/RNVIL The C-3 Coupling is a flexible light weight style which is ideal for fire protection services and other services where low pressure and ambient temperature conditions are expected. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. IS H LISTED APPROVED For Listings/Approval Details and Limitations, Visit our website at as.anvilintLcom or Contact an Anvi10 Sales Representative. MAT ERIAL SPECIFICATIONS HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval-neck track head bolts conforming to ASTM A-i 83 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or SAE J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: U Rust inhibiting paint Color: ORANGE (standard( El Hot Dipped Zinc Galvanized (optional) DOther available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an Anvil Representative. LUBRICATION: U Standard Gruvlok 0 Gruvlok XtremeTM required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. El Pre-Lubricated Grade "E" EPDM, Type A Gasket (Violet color code) -40°F to 150°F (Service Temperature Range)(-40°C to 65°C) Recommended for wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruvlok XtremeTM Lubricant is required. U Grade "E" EPDM (Green color code) -40°F to 230°F (Service Temperature Range)(-40°C to 110°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. U Grade "EP" EPDM (Green and Red color code) -40°F to 250°F (Service Temperature Range)(-40°C to 1 21°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. GASKET TYPE: El Standard C Style 0 Flush Gap PROJECT INFORMATION APPROVAL STAMP Project: EApproved Address: EJApproved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 Lightweight Flexible Coupling qCSR7F/RNVI:Q~ cILIGHTWEIGHT FLEXIBLE COUPLING I Nominal Pipe Max. Max. End Range of Deflection From Q. Coupling Dimensions Coupling Bolts 'Specified Torque § Approx. Size O.D. Working PressureA Load Pipe End Separation Wt. Ea. Per Coupling Pipe X V 7 ._._. Qty. Size Mm. Max. In./9N(mm) In/mm PSI/bar Lbs./kN In/mm Degrees InjFt. - mm/rn In/mm In/mm In/mm In/mm ft-tbs./N-m Lbs/Kg 1 1.315 300 407 0-'/32 1° 22' 0.29 21/2 4 13/4 2 % x 21/4 30 45 1.2 25 33.4 20.7 7.87 0-0.79 23.8 64 102 44 M10x57 40 60 0.5 11/4 1.660 300 649 0.1/52 155 0.23 2/4 41/4 11/4 2 ¼ x 21/4 30 45 13 32 42.2 20,7 2.89 0-0.79 18.8 70 171 44 M70x50 40 60 0.6 11/2 1.900 300 851 0-1/32 00 57' 0.20 3 41/2 11/4 2 % x 21/4 30 45 1.5 40 48,3 20.7 3.75 00.79 16.5 76 117 44 Ml0x50 40 60 0.7 2 2.375 300 1,329 0'/32 00 45 0.16 3% 5 1% 2 % x 21/4 30 45 1.1 50 60.3 20.7 5.91 0-0.79 13.1 66 140 48 A410x57 40 60 0.8 21/2 2.875 300 1,948 0-Az 00 37 0.13 3% 51/2 1% 2 '/a x 21/4 30 45 2.0 65 73.0 20.7 8.66 0-0.79 70.9. 99 146 48 M70x57 40 60 0.9 30.0. 2.996 300 2,115 0/32 0°36 0.73 4¼ 53/ /1/s 2 3/ex2¼ 30 45 1.9 76.1 16.1 20.7 9.41 0-0.79 10.4 105 146 48 M10 x 51 40 60 0.9 3 3.500 300 2,886 0-1/32 0°31' 0.11 41/2 6¼ 1'/s 2 ½x2½ 30 45 2.6 80 88.9 20.7 12.84 0-0.79 8.9 114 156 45 M10x63 40 60 1.2 4 4.500 300 4,771 0/sz 10 12 0.67 61/8 8 21/4 2 /8x31/2 80 100 4.1 100 714.3 20.7 21.22 0-2.38 55.5 156 203 57 M12x70 110 750 1.9 5½ O.D. 5.500 300 7,727 0/32 0059 0.54 6/ 95/ 2114 2 5/a x3½ 100 730 5.5 139.7 139.7 20./ 31.70 0-2.38 45.4 175 237 57 M16 x 89 135 175 2.5 5 5.563 300 7,292 0-s/az 00 58 0.54 1 95/16 21/4 2 %x3¼ 100 130 5./ 725 141.3 20.7 32.44 0-6.4 45 778 237 57 M16x85 735 775 2.6 6½0.D, 6.500 300 9,955 0% 0050 0.46 7¼ 10½ 2¼ 2 Vsx3¼ 700 730 6.1 165.1 165.1 20.7 44.28 02.38 34.8 200 267 57 M16 x 85 135 175 2.8 6 6.625 300 10,341 0-%z 00 49' 0.45 81/4 101/4 21/4 2 Vs x 31/4 100 130 6.1 150 168,3 20.7 46.00 0-2.38 37.8 210 273 57 M16x85 135 775 2.8 8 8.625 300 17,528 03/32 00 37' 0.35 101/8 131/2 21/2 2 3/4 x 41/4 130 180 11.9 200 1 219.7 1 20.7 1 77.97 1 0-2.38 1 29.7 1 270 1 343 1 64 1- A420x 110 1 775 1 245 1 5.4 Range of Pipe End Separation and Angular Deflection values are for roll grooved pipe and may be doubled for cut groove pipe. Working pressure and/or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. One time held test pressure may be increased to 1.5 times the figures listed above. § - For additional Bolt Torque information see Technical Data Section. A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, FM, YdS and LPCB pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. I WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvlok0 XtremelM Lubricant is required. FP-4.12 c ® us € B LISTED APPROVED For Listings/Approval Details and Limitations, visit our websile at www.anvdinll.com or contact an Anvil0 Sales Representative. 900 Elbow I... CtoE Is :VY Nominal 0 D Max. Center D. Working Approx. Size to End Pressure Wt. [a. In./DN(min) In/mm PSI/bar In1mm Lbs/Kg 1 1.315 300 21/4 0.6 25 33.4 20.7 57 0.3 1¼ 1.660 300 21/4 0.8 32 42.2 20.7 70 0.4 11/2 1.900 300 2/4 1.1 40 48.3 20.7 70 0.5 2 2.375 300 3/4 1.5 50 60.3 20.7 83 0.7 21/2 2.875 300 31/4 2.5 65 73.0 20.7 95 1.? 30.0. 2.996 300 3314 2.9 76.1 76.1 20.7 95 1.3 3 3.500 300 41/4 4.2 80 88.9 20.7 108 1.9 4 4.500 300 5 6.7 /00 114.3 20.7 /27 3.0 5½ O.D. 5.500 300 5½ - 139.7 139.7 20.7 140 - 5 5.563 300 5½ 11.9 125 141.3 20.7 140 5.4 6½ 0.0. 6.500 300 6½ 18.2 165.1 165.1 20.7 165 8.3 6 6.625 300 61/2 17.3 150 168.3 20.7 165 7.9 8 8.625 300 71/4 32.2 200 219.1 20.7 197 14.6 10 10.750 300 9 54.1 250 273.1 20.7 229 24.5 12 12.750 300 10 70.0 300 1 323.9 1 20.7 1 254 1 31.8 CAST FITflNGS: Ductile Iron conforming to ASTM A-536 FINISH: 0 Rust inhibiting point Color: ORANGE (standard) or El Hot Dipped Zinc Galvanized conforming to ASTM A-i 53 (optional) U Other available options: Example: RAL3000 or RAL9000 Series PROJECT INFORMATION APPROVAL STAMP Project: EJApproved Address: EApproved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 1tI0 I1I:I. Nominal o D Center Approx. Size to End Wt. Ea. !n./11N(mm) In/mm In./mm Lbs./Kg 2 2.375 21/4 1.5 50 1 60.3 70 0.7 21/2 2.875 3 2.1 65 73.0 76 7.0 3 3.500 33/s 3.6 80 88.9 86 7.6 4 4.500 4 5.8 700 114.3 102 2.6 6 6.625 5½ 11.8 150 168.3 /40 5.3 8 8.625 6% 21.1 200 1 219.1 /75 1 9.6 Additional sizes available, contact an Anvil Representative. Short Pattern 900 Elbow SE-1 are short pattern products and are specifically designed for use in Fire Protection applications where economy is a factor. All products are is UL/ULC Listed, LPCB, VdS and FM Approved. Maximum working pressure for these products is 300 PSI. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. to OD ANVIL LISTED A2D LPcB. For Listings/Approval Details and Limitations, Visit our website at wv.anviIintLcorro or contact LPS 1219: Issue 3.1 an Anvil' Sales Representative. Cert/LPCB ref. 519a/20 CAST FITTINGS: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 COATINGS: El Rust inhibiting paint Color: ORANGE (standard) or OHot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) fl Other available options: Example: RAL3000 or RAL9000 Series tI' PRESSUR E II :I.t 1 :ijil:l II FITTING [ - DROP 14 .-.-.-.-.-.- ----4 inch CL CL 12 —S inch 0 10 2'/2 inch ____ •—— 8 --2inch 6 O-.._ 4 ... . 0— 10 15 20 Flow Rate (ft./sec.) SPFTM short pattern fittings exceed the heodloss requirements of NFPA 13. For Fig. SE-1 90 grooved end elbows use the value shown. Note: Above values are shown for Schedule 40 pipe to be consistent with industry practices. ;I'1Jul IINFORMATION Project: APP ;!u1TI! STAMP Approved Address: El Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-8.17 c®uS <a> B LISTED APPROVED For Listings/Approval Details and Limitations, visit our websita at www.anvilintl.com or contact an Anvilt Sales Representative. Straight Tee CAST FITTINGS: Ductile Iron conforming to ASTM A-536 COATINGS: D Rust inhibiting paint Color: ORANGE (standard) or O Hot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) 0 Other available options: Example: RAL3000 or RAL9000 Series t C to CtoE T-1 STRAIGHT TEE Nominal D Center Approx. Size to End Wt. Ea. In./DN(mm) In/mm In/mm Lbs/Kg 1.315 2/4 0.9 25 53.4 57 0.4 1¼ 1.660 21/4 1.4 32 42.2 69 0.7 11/2 1.900 21/4 1.5 40 48.3 69 0.7 2 2.375 31/4 2.4 50 1 60.3 83 LI 21/ 2.875 33/4 3.6 65 73.0 95 7.6 3 3.500 4/4 6.3 80 88.9 /08 2.9 4 4.500 5 9.6 100 1/4.3 127 4.4 5 5.563 51/2 17.8 /25 141.3 140 8.1 6 6.625 61/2 25.3 150 168.3 165 11.5 8 8.625 73/4 42.1 200 219.1 /97 /9.1 10 10.750 9 69.0 250 273.1 229 37.3 12 12.750 10 91.0 300 1 323.9 1 54 1 41.3 PROJECTIINFORMATION APP;I!I1 ti V1aI Project: Approved Address: []Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 Short Pattern Tee ST-1 are short pattern products that are specifically designed for use in Fire Protection applications where economy is a factor. All products are UL/ULC Listed, LPCB, VdS and FM Approved. Maximum working pressure for these products is 300 PSI. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintI.com or contact your local Anvil Representative. C to E -T 0. D. Ctc LISTED A%D LPcB For Listings/Approval Details and Limitations, visit our website at .anvilinlLcom or contact LIPS 1219: Issue 3.1 an Anvil Soles Representative. Cert/LPCB ref. 519a/21 Nominal I ST-1 0 D TEE I Center Approx. Size to End WI. Ea. In./ON(mm) In 1mm In./mm Lbs./Kg 2 2.375 21/4 2.9 50 1 60.3 70 1.3 21/2 2.875 3 4.6 65 73.0 76 2.1 3 3.500 33/s 6.9 80 88.9 86 3.1 4 4.500 4 10.9 100 714.3 102 4.9 6 6.625 5/2 25.0 150 768.3 140 11.3 8 8.625 61/8 42.1 200 219.1 1 775 79.7 CAST FITTINGS: Ductile Iron conforming to ASTM A-536 COATINGS: El Rust inhibiting paint Color: ORANGE (standard) or El Hot Dipped Zinc Galvanized conforming to ASTM A-i 53 (optional) El Other available options: Example: RAL3000 or RAL9000 Series LI' TEE IFITTI NG— PRESSURE DROP 18 16 _L_—'-- T ---- :: .QL 14 12- _.... -- 4jnch - __________ - -H-- --------3inch b- a ----2'/2inch 8 - _______ -__________________ 2inch 6 -. .- _ - I - Cn Q. ----- 5 10 15 20 Flow Rate (ft./sec.) SPFTM short pattern fittings exceed the headloss requirements of NFPA 13. For Fig. ST-1 grooved end tee branch use 272 times the value shown. For Fig. ST-1 grooved end tee run use the value shown. Note: Above values are shown for Schedule 40 pipe to be consistent with industry practices. PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-8.17 c®uS LISTED APPROVED For Listings/Approval Details and Urnitaticns, visit our website at www.anvilintt.com or contact an Anvil0 Sates Representative. I1NVIL 45° Elbow Cto \ OD I..ELBOW Nominal Max. (enter CD. Waring Approx. Size to End Pressure Wt. Ea. !n./DN(mm) In./mm PSI/bar In/mm lbs/Kg 1 1.315 300 1/4 0.5 25 33.4 20.7 44 0.2 11/4 1.660 300 1% 0.8 32 42.2 20.7 44 0.3 11/2 1.900 300 1/4 0.9 40 48.3 20.7 44 0.4 2 2.375 300 2 1.0 50 60.3 20.7 51 0.4 21/2 2.875 300 21/4 1.8 65 73.0 20.7 57 0.8 3 O.D. 2.996 300 2t/ 2.1 76.1 76.1 20.7 57 1.0 3 3.500 300 2/2 2.5 80 88.9 20.7 64 I.! 4 4.500 300 3 4.7 100 114.3 20.7 76 2.2 5½0.D. 5.500 300 3¼ - 139.7 139.7 20.7 83 - 5 5.563 300 31/4 11.6 125 141.3 20.7 83 5.2 6½ O.D. 6.500 300 3½ 8.3 165.1 165.1 20.7 89 3.8 6 6.625 300 31/2 11.6 150 168.3 20.7 89 5.2 8 8.625 300 41/4 17.9 200 219.1 20.7 108 8.1 10 10.750 300 41/4 30.0 250 273.1 20.7 121 13.6 12 12.750 300 5/4 40.4 300 1 323.9 1 20.7 1 133 1 18.3 CAST FITTINGS: Ductile Iron conforming to ASTM A-536 FINISH: U Rust inhibiting paint Color: ORANGE (standard) or El Hot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) U Other available options: Example: RAL3000 or RAL9000 Series PROJECT1INFORMATION1 APPROVAL STAMP I Project: flApproved Address: flApproved as noted Contractor: fi Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 c®us LISTED APPROVED For Ustings/Approval Details and Limitations, Visit our weboite at www.ansilirrtl.cOm or contact on Anvil' Sale, Representative. ANVIL Grooved Flange Adapter The SPF TM Model F-3 Flange allows direct connection of Class 125 or Class 150 flanged components to a grooved piping system. The two interlocking halves of the SPF Flange are hinged for ease of handling, and are drawn together by a latch bolt which eases assembly on the pipe. Precision machined bolt holes, key and mating surfaces assure concentricity and flatness to provide exact fit-up with flanged, lug, and wafer styles of pipe system equipment. A specially designed gasket provides a leak-tight seal on both the pipe and the mating flange face. All SPF F-3 Fjanges have designed-in anti-rotation tangs which bite into and grip the sides of the pipe grooves to provide a secure, rigid connection. The SPF F-3 Flange requires the use of a steel adapter insert when used against rubber faced surfaces, wafer/lug design valves and serrated or irregular sealing surfaces. (See Installation and Assembly Instructions Section or contact your Anvil Rep. for details.) GASKETS: Materials Properties as designated in accordance with ASTM D-2000. 0 Grade "E" EPDM (Green color code) -40°F to 100°F (Service Temperature Range)(-40°C to 38VC) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval-neck track head bolts conforming to ASTM A-i 83 Grade 2 with a minimum tensile strength of 110,000 Psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or SAE J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: El Rust inhibiting paint Color: ORANGE (standard) El Hot Dipped Zinc Galvanized (optional) 0 Other available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an Anvil Representative. LUBRICATION: 0 Standard Gruvlok 0 Gruvlok XtremerM required for dry pipe systems and freezer applications. ;1l!1'l IIN FORMATION Project: APP;iITI1 El V1'Il Eli Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: NOW Grooved Flange Adapter SPF F.3-'\ Mating Range Component Grooved Pipe J F Flange Adapter insert Rubber Surface Notes 1 and 2 SPF F-3 Serrated Face Mating Flange Grooved Pipe SPF Flange Adapter insert Flange Gasket Notes 3 and 4 l J Note A SPF cI 1±1 [c] [1 t 1--L 50I'] :1ISO11PIY10Is] :1 J ' 1:1BOLTI th 111:1 1 [ I Nominal Pipe Max. Max. End Latch Bolt Dimensions ' Sealing Surface Mating Flange Bolts Approx. Size 0.D. Working PreSJr. Load A . . Latch Bolt Size* SpeafiedTorque x AM. B Mm. . . Flange Bolts Specified Torque 4 .pi1na wt it Quantity Size Min. I Max. I6./00m) In./mm PSI/bat Lbs./kll In/mm FL-Lbs/N-rn In/mm In/mm In/mm In/mm In/mm ANSI in. (1501 mm Ft-Lbs/N-rn Lbs/Kg 2 2.375 300 1,329 3/t x 21/4 30 45 6/4 8% % 2% 3/it 4 ½ x 2/ 110 140 4.2 50 60.3 20.7 5.9/ M10x70 40 60 159 213 /9 60 87 4 I616x70 149 190 1.9 21/2 2.875 300 1,948 3/tx23/4 30 45 7 91/2 3/4 2/t 4 4 %x23/ 110 140 4.6 65 73.0 20.7 8.66 M10x70 40 60 /78 241 79 73 702 - itil16x7O /49 190 2.7 30.0. 2.996 300 fl75 . 30 45 71/4 93/4 3% 3 4/a 7/0 140 4.8 76.1 1 76.1 1 20.7 9.41 M10x70 1 40 60 1 184 248 19 76 1 105 4 M16x70 149 190 2.2 3 3.500 300 2,886 ½ x 21/4 30 45 77/8 101/2 3/4 31/2 4A6 4 ½ x 21/4 110 140 6.0 88.9 88.9 20.7 12.84 Ml0x70 40 60 200 267 19 89 1/6 8 M16x70 /49 790 2.7 4 4.500 300 4,771 %x2% 30 45 9 111/2 3/4 4½ 5½6 8 %x23/4 110 140 6.3 700 1/4.3 20.7 27.22 /6/0x/0 40 60 229 292 19 1/4 14/ 8 /616x70 149 190 2.9 5½0.D. 5.500 300 7,127 30 45 91/s 721/8 1/ 59% 6114 . . 220 250 15.6 139.7 139.7 20.7 31.70 M10 x 70 40 60 251 327 22 141 171 8 M16 x 75 298 339 7.1 5 5.563 300 7,292 ½ x 23/4 30 45 10 121/2 1/ 5Vtt 6/4 8 1/4 x 2% 220 250 8.8 /25 /41.3 1 20.7 32.44 M10x70 40 60 254 318 22 141 777 . 298 339 4.0 6½0.0. 6.500 300 9,955 30 45 11¼ 14 '/a 611a 71YI6 220 250 9.7 165.1 165.1 20.7 44.28 M10 x 70 40 60 286 356 22 168 198 8 M20 x 80 298 339 4.4- 6 6.625 300 10,341 ½ x 21/4 30 45 11 14 ½ 6% 793/ 8 114 x 3½ 220 250 9.6 150 /68.3 20.7 46.00 M10x70 40 60 279 356 22 168 198 8 . 4120x80 298 339 4.4 8 8.625 300 17,528 %x2% 30 45 131/2 161/2 1 8/s 10 8 %x3¼ 220 250 15.6 200 2/9.7 20.7 77.97 /6/0x/0 40 60 343 4/9 25 2/9 254 8(12) ,4120x80 298 339 7.7 10 10.750 300 27,229 %x2% 30 45 16 19 1 101/4 121/8 12 /tx3½ 320 400 18.2 250 1 273.7 1 20.7 /27.12 M10x70 1 40 60 1 406 483 1 25 1 273 308 72 M20x90 439 1 542 8.3 12 12.750 300 38,303 ½ x 23/4 30 45 19 21/4 11/4 123/4 141/8 12 ½ x 31/4 320 400 29.9 300 323.9 20.7 1 /70.38 M10x70 40 60 483 552 32 324 359 72 439 542 73.6 12 (98) 72.750 500 38,303 30 45 18¼ 27¼ / 12314 14¼ 72 . 320 400 20.9 300 323.9 1 20.7 1 170.38 M10 x 70 40 60 460 540 25 324 359 12 M20 x 90 439 542 9.5 + PIN 16 uses M24 x 90 (PN) dimensions for 10' and 12" sizes. The specified mating flange bolt torque for M24 bolts is 434- 542 N-m. Available in ANSI or metric bolt sizes only as indicated. WARNING Flange cannot be assembled directly to Series 7700 butterfly valve. Flange can be assembled to one side of series 7500 and 7600 valve. A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, FM, VdS and LPCB pressure For dry pipe systems and freezer applications ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative, lubrication of the gasket is required, § - For additional Bolt Torque information, see Technical Data Section. Gruvlok° XtremeTM Lubricant is required. The sealing surfaces A Max. to B Mm. of the mating flange must be free from gouges, undulations and deformities of any type to ensure proper sealing of gasket. SPF Flanges are to be assembled on butterfly valves so as not to interfere with actuator or handle operation. Do not use SPF Flanges within 90 degrees of one another on standard fittings because the outside dimensions may cause interference. SPF Flanges should not be used as anchor points for tierods across non-restrained joints. SPF F-3 Flange sealing gaskets require a hard flat surface for adequate sealing. The use of a SPF Flange Adapter Insert is required for applications against rubber faced valves or other equipment. The SPF Flange Adapter Insert is installed between the SPF Flange sealing gasket and the mating flange or surface to provide a good sealing surface area. SPF Flanges are not recommended for use against formed rubber flanges. Applications which require a SPF" Flange Adapter Insert When mating to a wafer valve (lug valve), if the valve is rubber faced in the area designated by the sealing surface dimensions (A Max. to B Mm.), place the SPF Flange Adapter Insert between the valve and the SPF Flange. When mating to a rubber-faced metal flange, the SPF Flange Adapter Insert is placed between the SPF Flange and the rubber-faced flange. When mating to a serrated flange surface, a standard fullfaced flange gasket is installed against the serrated flange face, and the SPF Flange Adapter Insert is placed between the SPF Flange and the standard flange gasket. A. When mating to valves or other component equipment where the flange face has an insert, use procedure described in note 3. FP-4.12 LISTED APPROVED For Listings/Approval Details and Limitations, visit our website at www.anvitletl.com or contact an Mvii" Sales Representative. ANVIL Reducing Coupling The Model RC-2 Reducing Coupling makes it possible to directly connect two different pipe sizes, eliminating the need for two couplings and a reducing fitting. The specially designed reducing coupling gasket with a center rib assures proper positioning of the gasket and prevents the smaller pipe From telescoping into the larger during assembly. Working pressure ratings shown are for reference only and are based on schedule 40 pipe. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. Model RC-2 Coupling complete with Grade "E" EPDM Gasket. Reducing Coupling Housing - Gasket Gasket Center Rib GASKETS: Materials Properties as designated in accordance with ASTM D-2000. 0 Grade "E" EPDM (Green color code) -40°F to 230°F (Service Temperature Range((-40°C to 110°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval-neck track head bolts conforming to the physical properties of SAE J429 Grade 5 with a minimum tensile strength of 120,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: U Rust inhibiting paint Color: ORANGE (standard) El Hot Dipped Zinc Galvanized (optional) U Other available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an Anvil Representative. LUBRICATION: U Standard Gruvlok 0 Gruvlok XtremelM required for freezer applications. PROJECT INFORMATION APPROVAL STAMP Project: L]Approved Address: Approved as noted Contractor: J Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 Reducing Coupling ANVIL qCSP7F/RNVIL Y c :'-IREDUCING COU .J I [c I Nominal larger Smaller Max. Max. End 'Range of Deflection From Q. Coupling Dimensions ' Coupling Bolts 'Specified Torque § Approx. Size O.D. O.D. Working P sur. ro od Pipe Separation WI. Ea. Per CoupUng _________ Pipe X Y Z Qty. Size Mm. Max. In./DN(mm) In./mm In/mm PSI/bar lbs./kN In/mm Degrees In,/F!. . mm/rn In./mm In1mm In/mm In/mm FL-lbs/N-rn lbs 1Kg 2 x 11/2 2.375 1.900 300 1,329 0/32 00 45 0.16 31/8 51/8 P/s 2 1/2 x 2/4 80 110 2.0 50x40 60.3 48.3 20.7 5.19 0-0.79 13.1 92 149 48 M12x76 110 150 0.9 2V2 x 2 2.875 2.375 300 1,948 0.1/32 00 37' 0.13 41/4 6/s P/s 2 1/2 x 2/4 80 110 35 65x50 73.0 60.3 20.7 8.67 0-0.79 10.9 108 162 48 M12x76 I/O 150 1.6 30.D.x2 2.996 2.375 300 2,1/5 0¼ 036' 0.12 4¼ 6/s I'/e 2 ½x23/4 80 110 3.3 76 x 60 76.1 60.3 20.7 9.41 0-3.2 9.9 108 /62 48 M12 x 76 110 150 1.5 3 x 2 3.500 2.375 300 2,886 0-/32 00 31 0.11 47/s 7/s 1% 2 /2 x 2/4 80 110 4.4 80x50 88.9 60.3 20.7 12,84 0-0.79 8.9 124 181 48 - M12x76 110 150 2.0 3 x 21/2 3.500 2.875 300 2,886 0-'/32 00 31' 0.11 4'/s 71/s 11/8 2 5/7 x 21/4 80 110 4.1 80x65 88.9 73.0 20,7 /2.84 0-0.79 8.9 /24 187 48 - M12x76 770 750 1.9 3x30.0. 3.500 2.996 300 Z886 0-Vs 03/' 0.11 4'/o 1¼ /1/s 2 ½x234 80 110 4.0 88 X 76 88.9 76.1 20.7 12.84 0-3.2 8.9 124 181 48 M12 x 76 110 150 1.8. 4 x 2 4.500 2.375 300 4,771 0-/32 10 12' 0.25 61/4 8'/s 2 2 1/8 x 31/2 100 130 8.9 100x50 /14.3 60.3 20.7 21.22 0-2.33 20.8 159 225 51 1416x95 135 /75 4.0 4 x 21/2 4.500 2.875 300 4,771 0-/32 10 12' 0.25 61/4 8% 2 2 1/8 x 31/2 100 130 7.9 100x65 /14.3 73.0 20.7 21.22 0-2.38 20.8 /59 225 51 1w16x95 135 175 3.6 4 x 3 4.500 3.500 300 4,771 0-/32 10 12 0.25 61/4 8'/s 2 2 ½ x 31/ 100 130 6.7 700x80 /14.3 88.9 20.7 27.22 0-2.38 20.8 /59 225 51 M16x95 135 175 3.0 4x30.D. 4.500 2.996 300 4,717 0'116 112' 0.25 6114 8'/ 2 2 5/sx3½ 100 130 1.6 114 X 76 114.3 76.1 20.7 21.22 04.8 20.8 159 225 51 M16 x 95 135 175 3.5 5½0.D.x4 5.500 4.500 300 7,128 0-'/jA 158' 0.20 7¼ 10/s 2¼ 2 114x4Vn /00 130 17.4 139 X11 4 139.7 114.3 20.1 31.71 0-4.8 10.8 184 270 54 M20 x 115 135 175 5.2 5 x 3 5.563 3.500 300 7,292 QJ/4 10 58. 0.20 7114 10% 21/a 2 3/4 x 41/2 130 180 10.4 125x80 147.3 88.9 20.7 32.44 0-6.4 16.8 184 270 54 A420x115 775 245 4.7 5 x 4 5.563 4.500 300 7,292 0-/32 10 58' 0.20 1114 10/s 2'/8 2 3/4 x 41/2 130 180 11.4 125x100 /47.3 /14.3 20.7 32.44 0-2.38 16.8 184 270 54 M20x/15 175 245 5.2 6¼0.D.x3 6.500 3.500 300 9,955 0¼ 120' 0.26 8¼ J/5/ 2¼ 2 3%x4¼ 130 180 /5.0 165 X 88 165.1 88.9 20.7 44.28 0-6.4 18.2 210 295 54 /420 x 115 175 245 6.8 6¼0.0.x4 6.500 4.500 300 9,955 0-14 1.20' 0.26 8¼ //5/ 2116 2 Ysx4¼ 130 180 73.6 165 Xl 14 165.1 114.3 20.7 44.28 0-6.4 18.2 210 295 54 /420 xl 15 175 245 6.2 6 x 4 6.625 4.500 300 10,341 0.3/37 00 49' 0.17 81/4 111/8 21/8 2 3/4 x 41/2 130 180 13.4 150x 100 /68.3 114.3 20.7 46.00 0-2.38 74.1 210 295 54 M20x /15 /75 245 6.7 6 x 5 6.625 5.562 300 10,341 0-3/32 00 49' 0.17 81/2 111/8 21/8 2 1/4 x 41/2 130 180 13.5 150x125 168.3 /41.3 20.7 46.00 0-2.38 14.7 216 295 54 M20x115 /75 245 6.1 8 x 6 8.625 6.625 300 17,528 0/32 00 37' 0.13 101/2 14 21/4 2 1/4 x 41/2 130 180 17.7 200x150 219.1 768.3 20,7 77.91 0-2.38 10.9 267 365 57 M20x115 /75 245 8.0 8x6½off 8.625 6.500 300 17,528 0-14 0'37' 0.13 IN 14 2¼ 2 114x4Vz 130 180 /8.3 219 Xl 65 1 219.1 1 165.1 1 20.7 1 77.97 0-6.4 1 10.9 1 267 1 365 1 57 1 - /420 x 115 1 175 1 245 8.3 Not For use in copper systems. Range of Pipe End Separation and Angular Deflection values are for roll grooved pipe and may be doubled for cut groove pipe. See technical data section for coupling data chart notes. § - For additional Bolt Torque information see Technical Data Section. A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, FM, VdS and LPCB pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Other sizes available, contact an Anvil Representative. FP-9.12 c®uS <a> U00 LISTED APPROVED For Listings/Approval Details and Limitations, visit our website at www.anvilintt.com or contact an Anvil' Sales Representative. ANVIL. Cap SK -1 GROOVED CAP Nominal 0 D End Approx. Size to End WI. En. InJDN(mm) In/mm In 1mm Lbs/Kg 1 1.315 1/4 0.3 25 83.4 25 0.7 1'/4 1.660 1 0.4 32 42.2 25 0.2 1/2 1.900 1 0.5 40 48.3 25 0.2 2 2.375 1 0.7 50 60.3 25 0.3 21/2 2.875 1 1.0 65 13.0 25 0.4 30.8. 3.000 7 0.9 76.1 76.1 25 0.4 3 3.500 1 1.5 80 88.9 25 0.7 4 4.500 1V 6 2.7 100 114.3 21 7.2 5 5.563 1Y6 4.4 125 141.8 21 2.0 6½ 0.8. 6.500 1 5.5 165.1 165.1 25 2.5 6 6.625 1Yt 6.6 150 168.3 21 3.0 8 8.625 13A6 11.3 200 279.7 30 5.7 10* 10.750 P14 21.0 250 213.1 32 9.5 12* 12.750 11/4 35.5 300 1 323.9 1 32 1 76.1 CAST FITTINGS: Ductile Iron conforming to ASTM-A536 COATINGS: E Rust inhibiting point Color: ORANGE (standard) or El Hot Dipped Zinc Galvanized conforming to ASTM A-i 53 (optional) 0 Other available options: Example: RAL3000 or RAL9000 Series Supplied as Style K-i only. PROJECT INFORMATION 1JDA!I11 V1aI Project: Approved Address: []Approved as noted Contractor: LI Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 Bulletin 014 Rev. P Rel bl Model Fl FR Series Quick Response Glass Bulb Sprinklers co C CD 0 -S IM Model Fl FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall BMW Model Fl FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model Fl FR40 Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FR40, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Spray Pendent Model Fl FR56LL & Fl FR42LL Low Lead Spri nkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model Fl FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. Underwriters Laboratories Inc. and Certified for Canada (cULus) in accordance with ANSI/UL199. FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS SchadenverhUtung GmbH (VdS) Underwriters Laboratories Inc. and Underwriters Laboratories of Canada Certified for Health Effects to NSF/ANSI Standard 61 Annex C (ULH) EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-40251 (RA1425), 0786-C PD-40252 (RA1 475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNlV) Quick Response Sprinkler Pendent Conventional Vertical Sidewall Horizontal Sidewall Recessed Pendent/F1/F2 -Th Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP XLH Upright XLH Pendent XLH Recessed Pendent F1/F2 Product Description Reliable Model Fl FR series sprinklers are quick-response automatic sprin- klers with a glass bulb thermal element. Model El FR series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model Fl FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. The Model F1FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model Fl FR Series sprinklers to apply water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model El FR Series sprinklers provide a wide range of op- tions where quick-response, glass bulb sprinklers are used: Pendent, recessed pendent, upright, horizontal sidewall, and vertical sidewall deflectors K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model F1FR series sprinkler configurations. Model F1FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model Fl, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model Fl FR series sprinkler. Model Fl and E2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) threaded adjustment. Model El FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2-inch (12.7mm) of cover plate adjustment. In addition, a low profile Model COP cover plate is also available that provides up to 5/16-inch (8.0mm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1FR Series sprinklers are intended for use in accordance with NEPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k-factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In addition, Model El FR Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the'ttrne when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model Fl ER Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model Fl ER Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model El FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model E1ER56 Concealed Pendent and Model E1ER56LL Concealed Pendent sprinklers have a factory-installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model CCP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover adjustment. Do not install Model F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1FR Series Concealed Pendent sprinklers require a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The Model RC1 wrench is used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. Do not wrench any other part of the sprinkler/cup assembly. Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers or the use of the Model COP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. 2. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Model Nominal K-factor Nominal Orifice Diameter Deflector! Orientation Nominal Sprinkler Height g Installation Wrench and mm SIN Listings Approvals Approval Notes US Metric inches mm inches Pendent 2.25 57 DorW2 RA1411 cULus 2 F1FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 DorW2 RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 DorW2 RA1413 cULus 2 F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 DorW2 RA1423 cULus 1,2 F1FR42LL 4.2 60 7/16 10 Pendent 2.25 57 0 or W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1FRXLH Pendent 2.25 57 DorW2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 (F1FR42 4.2 60 7/16 10 with Pintle) Upright 2.25 57 D or W2 RA1423 cULus 1,2 Pendent 2.25 57 DorW2 RA1414 cULus FM , , LPCB, VdS, EC 1,2,3,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 F1FR56 5.6 80 1/2 15 Upright 2.25 57 DorW2 RA1425 cULus, FM, LPCB,VdS, EC 1,2,3,4 "Conventional 2.25 57 (Pendent or Upright)" 0 or W2 RA1475 LPCB, VdS, EC 4 Pendent 2.25 57 DorW2 RA1415 cULus, ULH 1 F1FR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH Concealed Pendent 2.25 1 57 RC1 RA1415 cULus, ULH 6 Horizontal Sidewall 2.63 67 0 or W2 RA1435 cULus, FM 1,2,3,7 F1FR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 Sidewall GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2.25 57 DorW2 RA1485 cULus, FM, LPCB 1,2,3,9 cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (( Available with FM approved Polyester coating in black or white. Available with LPCB and VdS approved Polyester coating. VdS and EC approvals of the F1FR56 Concealed Pendent sprinkler are for 155°F(68°C)temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only. Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. cULus Listing of the Fl FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. FM Approval of the Fl FR56 Hori- zontal Sidewall sprinkler is for Light Hazard occupancies only. cULus Listing and FM Approval of the Fl FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. Minimum to maximum deflector to ceil- ing distance shall be 4 inches to 12 inches (102mm to 305mm). LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Model Deflector! Orientation Ordinary Temp. Classification 100°F (38°C) Max. Ambient Temp. Intermediate Temp. Classification 150°F (65°C) Max. Ambient Temp. High Temp. Classification 225°F (1070C) Max. Ambient Temp. 135°F (57°C) Temp. Rating I 155°F (68°C) Temp. Rating 175°F (79°C) Temp. Rating I 200°F (93°C) Temp. Rating 286°F (141°C) Temp. Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus -- _________ Upright cULus F1FR4O Pendent VdS Recessed Pendent VdS I -- Pendent cULus FIFR42 Recessed Pendent cULus I -- __________ Upright cULus Fl FR42LL Pendent -- cULus, ULH I -- I Recessed Pendent -- I I cULus, ULH I -- Pendent cULus F1FRXLH Recessed Pendent cULus I -- __________ Upright cULus Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC I -- F1FR56 Concealed Pendent* cULus I cULus,VdS,EC I cULus I -- Upright cULus, FM, LPCB, VdS, EC "Conventional (Pendent or Upright)" LPCB, VdS, EC Pendent -- I cULus, ULH I -- F1FR56LL Recessed Pendent -- cULus, ULH -- Concealed Pendent* -- cULus, ULH -- Horizontal Sidewall cULus, FM Fl FR56 Recessed Horizontal Sidewall cULus, FM -- I FIFR56 Vertical Sidewall (Pen- dent _or_Upright) cULus, FM, LPCB * Model Fl FR56 Concealed Pendent and Fl FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Model Fl Model F2 Model FP Deflector! Model Orientation (Fig. I & 3) (Fig. 1 & 3) (Fig. 2) SIN 3!4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent - VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 F1FR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM,LPCB, cULus, VdS, EC RA1414 EC VdS,EC FIFR56LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 1" X 1/2" REDUCER 2 1/4 HOLE 0/A. [57.2mm] / 15/16 0/A [49.2mm] L--_—_+_—_—r- r E15rL1 \ / El ESCUTCHEON = AT MAXIMUM RECESS 7/8722.2mm] [32mm] AT MINIMUM RECESS = 1-5/8741.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8728.6mm7 AT MINIMUM RECESS = 1-5/8741.3mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS Fl ESCUTCHEON 3/4719mm] ADJUSTMENT F2 ESCUTCHEON 1/2712.7mm] ADJUSTMENT FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAX/MUM RECESS = 1725.4mm] AT MINIMUM RECESS = 3/879.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4719mm] AT MINIMUM RECESS 3/879.5mm] CEILING Y2"[12.7mmj ADJUSTMEN1 2 5/16" 0/A. [58.7mm] CUF 2 27/32 0/A. [72.2-ml Model El ER56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model Fl or F2 escutcheon 2 5/8" DIA. [66.7mm] HOLE IN CEILING L—_—_—_-1---------- r 1 ----------- 1" X 1/2" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2738mm] AT MINIMUM RECESS = 1725.4mm] WUM RECESS = 9/16714.3mm] fUM RECESS = 1725.4mm] 3 1/4" DIA. I I H [82.6mm] Model Fl FR56, Fl FR56LL, Fl FR42, El FR40, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF F17-TING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS 1 "[25.4mm] AT MINIMUM RECESS = 3/8"[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4 '[19mm] AT MINIMUM RECESS = 3/8 "[9.5mm] 2 1/4" HOLE 0/A. [5 7.2mm] 1" X 1/2' REDUCER fz~M [3.2mm] NN NN Fl ESCUTCHEON AT AlA VIAIIFAA OC/'rCC - 4 7 /o"r7d fl._.._...7 IVUIA(/VFLAIV( - I .J/ 0 L..)'t.11111IJ AT MINIMUM RECESS = 2— 1/16"[52.4mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8 "[41.3mm] AT MINIMUM RECESS = 2— 1/16"[52.4mm] 15116 DIA.. TURN COLLAR UNTIL - TIGHT AGAINST SPRINKLER WRENCH BOSS. -H 2 27/32" DIA. [72.2mm] Fl ESCUTCHEON 3/4 "[19mm] ADJUSTMENT F2 ESCUTCHEON 1/2 "[12.7mm] ADJUSTMENT T (1) 4"-12" [10 1.6mm-304.8mm] CEILING TO DEFLECTOR I.IFVOJ( RECESSED HSW w/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" - 6" [10 1.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model Fl FR56 Recessed Horizontal Sidewall sprinkler with Model El or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW —H 1+1 2 518 DIA. 2 5/16 DIA - HOLE IN CEILING CUP --.---.-.----- tTElF 1 1/2" MAX. FACE OF FITTING I / LLliJ____tII-f FA DIMENSION CE OF CEILING CEILING COVER ADJUSTMENT 15/76" COVEN PLATE / ASSEMBLY 3 5/16 CIA. SPRINKLER CONCEALED, 1/2" ADJUSTMENT 017FC01A Fig.4 Model Fl FR56!F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment- Model CCP cover plate 2 5/16" 0/A CUP - 1" x 1/2' REDUCING TEE OR ELBOW IIH} 2 5/8" 0/A. HOLE IN CEILING / // CEILING 5/16" MAX. COVER ADJUSTMENT L 5/76 0/A COVER PLATE ASSEMBLY — SPRINKLER CONCEALED, 5/16" ADJUSTMENT 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 3/4" [SItAISYJI Fig. 5- Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.0mm) adjustment - Model CCP cover plate Maintenance The Model Fl FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Finishes (1) Standard Finishes Sprinkler Escutcheon Cover pIate 1 Bronze Brass Chrome Chrome Plated Chrome White Polyester Plated Coated )4)(5)(6) White Painted Special Application Finishes Sprinkler Escutcheon Cover pIate1 Electroless Nickel PTFE7 Electroless Nickel PTFE Bright Brass Bright Bras S(3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint121161 Black Paint Off White Off White()(6) Off White Satin Chrome Chrome Dull Chrome Dull Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. cULus Listed only. 200°F (93°C) maximum. ' cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS) and RA1475. cULus listed Corrosion Resistant Material Data Frame: DZR Brass, OM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb: Glass Ordering Information Specify: Sprinkler Model: [Fl FR28][F1 FR40J[F1 FR42] [Fl FR42LL] [Fl FRXLH] [Fl FR56][Fl FR56LL] Sprinkler Deflector/Orientation: [Pendent][Recessed Pendent] [Upright] [Conventional] [Horizontal Sidewall] [Recessed Horizontal Sidewall] [Vertical Sidewall] Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Sprinkler Temperature Rating: [135°F (57°C)][155°F (68°C)][175°F (79°C)][200°F (93°C)][286°F (141°C)] Sprinkler Finish Escutcheon Model: [F11[F21[FP1 7, Escutcheon Finish (where applicable) Cover plate Model: [standard profile CCP 1/2-inch (12.7mm) adjustment][low profile CCP 5/16-inch (8.0mm) adjustment] Cover plate Temperature Rating: [135°F (57°C) for use with Ordinary Temperature sprinklers][165°F (74°C) for use with Intermediate Temperature sprinklers] Cover plate Finish Note: When Model F1FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 7. esse Extended Coverage Recessed Extended Pendent Coverage Pendent Bulletin 117 Rev.Z Re Model Fl LO ja 0 K 8.0 (115 metric) bl Standard Response Sprinklers Model Fl LO Sprinkler Standard Spray Upright Standard Spray Pendent Extended Coverage Pendent Conventional Model Fl LO Recessed Sprinkler Recessed Standard Spray Pendent Recessed Extended Coverage Pendent For Model Fl 1/2" K 5.6 (80), 4.2 (60) & 2.8 (40) Sprinkler Types refer to Bulletin 013, 024 or 027 for technical speci- fications and approvals. Approval Organizations Underwriters Laboratories Inc. (UL) Underwriters' Laboratories of Canada (ULC) Factory Mutual Approvals (FM) Loss Prevention Council (LPCB, UK) VdS SchadenverhUtung Gmbh EC Certificate: 1438-CPD-0041 (R1712) 1438-CPD-0040 (Ri 722) UL Listing Category Sprinklers, Automatic & Open (VNIV) Product Description Model Fl LO series sprinklers are K8.0 (115) standard- response sprinklers with a glass bulb operating element. The sprinkler use a compact frame for a low-profile, decorative appearance. Model Fl LO series sprinklers are available in a variety of finishes as indicated in the Finishes table in this Bulletin. Standard spray Model Fl LO sprinklers are available in pendent, recessed pendent, and upright configurations. Extended coverage pendent and recessed pendent Model Fl LO sprinklers are available for modifications or additions to existing light hazard sprinkler systems with standard-response sprinklers as well as for replacement of individual standard-response sprinklers in existing light hazard sprinkler systems. A conventional (old-style) Model Fl LO sprinkler is also available. Refer to the In- stallation Data in this Bulletin for additional information on each specific Model Fl LO sprinkler. Model Fl LO sprinklers are available in a range of tem- perature ratings as indicated in the Temperature Ratings table in this Bulletin, which may be modified by the Instal- lation Data for each specific model. Reliable Automatic Sprinkler Co., Inc., 103 Upright Pendent Model Fl LO & Fl LO Recessed Sprinklers Application Model Fl LO and Fl LO Recessed sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must exercised that the orifice size, temperature rat- ing, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Association or the approving Authority Having Jurisdiction. Fairview Park Drive, Elmsford, New York 10523 DEFLECTOR 1 SCREW LOAD BULB WASHER CUP FRAME Technical data: Deflector Nominal Thread Max. Min. Temperature Models Response Orientation K-Factor Size Working Working Rating Finish Pressure Pressure Upright K 8.0 3/4"See " NPT See Fl LO Standard Pendent 175 psi (1) 7 psi "Temperature Conventional (115 metric) or ISO 7-1R3/4 Ratings" Table "Finish Table" Material Data: Frame Deflector Load Screw I Cup I Washer I Bulb DZR Brass I CDA Alloy 210, 220, 314, 316, 360 CDA Alloy 314 I I Nickel Alloy 440 or Alloy 360 OM Brass CDA Alloy 510 or or coated with PTFE Adhesive Tape Glass CDA Alloy 544 CDA Alloy 353 See "Installation Data" tables for additional information on each sprinkler model. Model Fl LO Pendent, Recessed Pendent, Extended Coverage Pendent, Extended Coverage Recessed Pendent, and Upright sprinklers (SIN R1712, R1722, R1742) are cULus Listed for 250 psi (17 bar). 2. Model Fl LO Upright, Pendent & Conventional Sprinklers Installation Wrench: Model W2 Sprinkler Wrench d• Upright Pendent Conventional Installation Data: Nominal Orifice I Thread Size I____ Nominal K-Factor Sinkler pr I I Height Approval Organization Sprinkler Identification Numbers (SIN) US Metric ________ Upright I Pendent Standard-Upright (SSU) and pendent Deflectors Marked to Indicate Position 17/32(20mm) /" NPT(R3/4) I 8.0 1 115 I 2.3" (58mm) 5,6 I R172213114151 I Rl7l2 Conventional-Install in Upright or Pendent Position 20mm 3/4" NPT(R3/4) 8.0 1 115 1 58.1 mm 1 4,5 R1772 LPCB Approval up to 286°F (141°c) Not Used Polycoated upright UL and ULC listed corrosion resistant 81722. FM Approved for polycoated sprinklers R1722, R1712. Electroless Nickel PTFE Plated - cULus listed corrosion Resistant. Model Fl LO Recessed Pendent Sprinkler Installation Wrench: Model GFR2 Sprinkler Wrench 2 I/4 HOLE 0/A. (072mm] 5/W OIL L - - - - - - /x 314 REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER FACE OF HR/NO WRENCH BOSS - TO FACE OF CE/LINE DIMENSION FT ESCUTCHEON A MAX/MUM RECESS I' '[254mm] AT MINIMUM RECESS = 3/879.5mm] F2EUCUTCNEON AT MAXIMUM RECESS = 314'[19-1 AOJUSTMENT (1)00 AT MINIMUM RECESS J/5"[9.5-] F2 ESCUTCHEON /27/57mm] ADJUSTMENT Fl ESCUrCHEON AT MAX/MUM RECESS = 7/0122.2mm] AT MINIMUM RECESS 1-5/874 7.3mm] F2 ESCUTCHEON AT MAX/MUM RECESS -1/8728.6mm] MINIMUM RECESS 1-0/0(41.3mm] 15570014 2 21/22 . 17F50l0 [722,,,,,,] I" When installed directly into a tee, the escutcheon dimension's adjustment will be reduced. Recessed Pendent Installation Data: Nominal Orifice Thread Size I Nominal K-Factor I Sprinkler Height I Approval I Organization I Sprinkler Identification Numbers (SIN) I US I Metric 17/32"(20mm) 3/4" NPT(R3/4) 8.0 115 2.3" (58mm) 1,2,3,4 R171201)2) LPCB Approval is for 57°C through 93°C ratings. Electroless Nickel PTFE Plated - cULus listed corrosion Resistant. 3. Model Fl LO Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model W2 Sprinkler Wrench Approval Type: Extended Coverage - Light Hazard Occupancy Coverage Area Flow Rate Pressure Nominal K=8.O (115) Max. Area Width x Length gpm Llmin psi bar ft. x ft. m x m 26 98.4 10.6 0,7 16 x 16 4.9 x 4.9 33 125.0 17.0 1,2 18x 18 5.5x5.5 40 151.4 25,0 1,7 20x20 6.0x6.0 Installation Data: Extended Coverage Pendent Nominal Orifice Thread Size I Nominal K-Factor I I Sprinkler Height j Approval I Organization I Temperature Rating I Sprinkler I I I US Metric OF I Oc Identification i Numbers (SIN) 17/32" (20mm) 3/4" NPT I (R3/4) I 8.0 i 115 2.2" (56mm) 1,2 135, 155 57,68 I R174211 (1) Electroless Nickel PTFE Plated - cULus listed Corrosion Resistant. Model Fl LO Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model GFR2 Sprinkler Wrench Approval Type: Extended Coverage - Light Hazard Occupancy 2 1/4 HOLE DIA.- [5 72,,, [49.2-jI 15/16 0/A L IX 3/4 REDUCER TURN COLLAR - W[25.4mm X 79./mm] UNTIL TIGHT / AGAINST SPRINKLER WRENCH BOSS - I FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = I [25.4mm] Fl ESCUTCHEON AT MINIMUM RECESS = J18'[9.5-] 3/4719mm] - . /EZ Q[5Q5 ADJUSTMENT (I) AT MAXIMUM RECESS = 314"[19-]F2 ESCUTCHEON 7112'[12.7,,]I AT MINIMUM RECESS = 3/875.5mm] ADJUSTMENT Fl ESCUTCHEON AT MAXIMUM RECESS 7/8722.2mm] [3.2mm] [//AT MINIMUM RECESS = 7-5/8 741.3mm] AT MAXIMUM RECESS = I - 1/8 [28.6mm] AT MINIMUM RECESS = 1-5/8741.3mm] II7FGO28 2 27/32 014. [72,2mm] Recessed Pendant Coverage Area Flow Rate Pressure Nominal K=8.O (115) Max. Area Width x Length gpm L/min psi bar ft. x ft. m x m 26 98.4 10.6 0,7 16 x 16 4.9 x 4.9 33 125.0 17.0 1,2 18x 18 5.5x5.5 40 151.4 25,0 1,7 1 20x20 6.0x6.0 Installation Data: Nominal Orifice Thread Size I Nominal K-Factor I Sprinkler Height I Approval I Organization Temperature Rating Sprinkler I Identification I US Metric OF I Numbers (SIN) 17/32" (20mm) I 3/4" NPT I (R3/4) I j 8.0 I 115 2.2" (56mm) 1,2 I j 135,155 I 57,68 R1742 1 (1) Electroless Nickel PTFE Plated - cULus listed Corrosion Resistant. 9 Installation Model Fl LO sprinklers are standard response sprinklers intended for installation as specified in NFPA 13. They must also be installed with the Model W2 Sprinkler Wrench spe- cifically designed by Reliable for use with these sprinklers. The Model Fl LO Recessed Sprinklers are to be installed with a maximum recess of 3/4 inch (19mm). The Model Fl Escutcheon illustrated is the only recessed escutcheon to be used with the Model Fl LO Pendent and EC Sprinklers. The use of any other recessed escutcheon will void all ap- provals and negate all warranties. When installing Model Fl LO Recessed Pendent and EC Pendent Sprinklers, use the Model GFR2 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Note: A leak tight 1/2" NPT (R1/2) sprinkler joint can be obtained with a torque of 8- 18 ft-lbs (11 - 24 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Glass bulb sprinklers have orange covers to protect the bulb during the installation process. REMOVE THIS PRO- TECTION ONLY AFTER THE SYSTEM HAS BEEN HYDRO- STATICALLY TESTED AND, WHEN APPLICABLE, THE ES- CUTCHEONS HAVE BEEN INSTALLED. RASCO wrenches are designed to install sprinklers when covers are in place. Maintenance The Models Fl LO and Fl [0 Recessed Sprinklers should be inspected and the sprinkler system maintained in ac- cordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluid. Remove any sprinkler which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of dam- aged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Ordering Information Specify: Sprinkler Model: Fl LO Sprinkler Type Temperature Rating Sprinkler Finish Thread Type: [3%" NPT] [ISO 7-1 R3/4] Escutcheon Finish (where applicable) Temperature Ratings Classification Sprinkler Temperature Maximum Ambient Temperature Bulb Color °C OF °C OF Ordinary 135 57 100 38 Orange Ordinary 155 68 100 38 Red Intermediate 175 79 150 66 1 Yellow Intermediate 200 93 150 66 Green High(')286 141 225 107 Blue Extra High" 360 1 182 300 1 149 1 Mauve "Not Available for Fl LO Recessed Maximum Working Pressure 175 psi (12 bar) SIN R1712, R1722& R1742 cULus listed for 250 psi (17 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finishes 1 Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Chrome Polyester Coated(6117) White Painted Special Application Finishes Sprinkler Escutcheon Electroless Nickel PTFE(1) Electroless Nickel PTFE Bright Brass 2 Bright Brass Black Plated Black Plated Black Paint°7 Black Paint Off White (3)(7) Off White Chrome Dull Chrome Dull Lead Plated34 Wax Wax _Over _Lead 34' (i) Other colors and finishes are available on special order. Consult factory for details. Custom color painted sprin- klers may not retain their UL Corrosion resistance list- ing. 121 200°F (93°C) maximum. 131 UL and ULC listed, and NYC approved only. 141 155°F to 200°F (68°C to 93°C) ratings only. 286°F (141°C) sprinklers may be coated for ambient conditions not exceeding 150°F (660C). UL listed corrosion resistant SIN number: R1722 in standard Black or White. Corrosion resistance in other polyester colors is available upon request. FM Approved for SIN R1722, R1712. 181 cULus listed Corrosion Resistant SIN R1722, R1712 & R1742 in Electroless Nickel PTFE Plated. 5. Bulletin 129 may 2019 R I la bl Model GXLO Standard Spray Standard Response Sprinkler IN K11.2 (160 metric) (SIN R2921) Upright (SIN R2916) Pendent Features Upright cULus Listed as a Control Mode Density Area (CMDA) sprinkler for storage & non-storage protection. Upright and Pendent FM Approved as Standard-response, storage and non-storage sprinklers. Standard 3/4-inch NPT or ISO 7-R3/4 threads; optional 1/2-inch NPT or ISO 7-R1/2 threads for upright retrofit applications only Listings & Approvals: The following organizations provide Listings or Approvals for Model GXLO sprinklers. See the Technical Data table for listing and approvals applicable to each sprinkler. Underwriters Laboratories, Inc. and Underwriters Laboratories of Canada (cULus) - Upright only. Approved by Factory Mutual (FM) as a storage and non-storage sprinkler - Upright and Pendent. UL Guide Number VNIV UL Listing Category Sprinklers, Automatic and Open; Sprinklers for Storage Protection (Control Mode Density Area) Technical Data Sprinkler Nominal K Factor Sprinkler Sprinkler US Metric Type Height Approvals Identification Number (SIN) Upright 0.64 2.71" Orifice with 11.2 160 (68.8mm) cULus, FM R2921 3%" NPT (R3/.) Upright Retrofit 0. 64 11.2 160 . 282" cULus, FM R2921 Orifice with (71.6mm) ½" NPT (R½) Pendent 0.64 2.71" Orifice with 11.2 3%" NPT (R3,4) 160 FM R2916 Note: This product has been tested and listed for storage applications to qualify its use in lieu of 5.6K or 8.0K Factor sprinklers for the protection of high-piled storage. Product Description The Reliable Model GXLO sprinkler is a center strut, solder in compression, extra large orifice sprinkler that has been de- signed for storage and non-storage applications. The Model GXLO sprinkler is available in either an upright or pendent con- figuration. The Model GXLO sprinkler is available with either 3/4-inch NPT or ISO 7-R3!4 threads. The Model GXLO Upright is optionally available with either 1/2-inch NPT or ISO 7-R1/2 threads for retrofit applications only. Model GXLO Upright I Model GXLO Pendent Design Criteria The Model GXLO sprinkler is intended for use as a standard response standard spray sprinkler in hydraulically designed sprinkler systems with a minimum pressure of 7 psi (0.5 bar) in accordance with the area/density curves of NFPA 13 or in ac- cordance with FM Property Loss Prevention Data Sheets, The Model GXLO sprinkler is not a "Large Drop" or "ESFR" sprinkler. Temperature Ratings Classification Sprinkler Rating Maximum Ambient Temperature Frame Color OF I °C °F I °C Ordinary 165 I 74 100 I 38 Uncolored Intermediate 212 I 100 150 I 66 White High 286 141 225 107 Blue Optional Guards and Water Shields Sprinkler Guard or Water Shield Listings & Approvals D-6 Guard & Water Shield cULus GXLO D-7 Guard & Water Shield Upright FM Water Shield (factory installed) GXLO D-8 Guard Pendent FM D-9 Guard & Water Shield Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Installation Reliable's Model GXLO sprinkler must be installed according to NFPA Standards or the appropriate Factory Mutual Loss Pre- vention Data Sheets for all area/density methods of design as well as requirements of the Authority Having Jurisdiction. Model GXLO sprinklers must be installed with the Reliable Model H sprinkler wrench. Any other type of wrench may dam- age the sprinkler. A leak tight joint should be obtained with a torque of 14 to 20 lb-ft (19 to 27 N-m) for 3/4-inch NPT and ISO 7-R3/4 thread sprinklers. For 1/2-inch NPT and ISO 7-R1/2 thread sprinklers the recommended installation torque is 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended in- stallation torque, because it may cause leakage or impairment of the sprinklers. Model H Wrench use only the Model H sprinkler wrench for sprinkler removal and installation. Any other type of wrench may damage the sprinkler. Maintenance Model GXLO Sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than fac- tory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Ordering Information Specify: Sprinkler: Model GXLO Orientation: [Upright] [Pendent] Temperature Rating: [Ordinary, 165°F] [Intermediate, 212°F] [High 286°F] Finish: (See Finishes Chart) Threads: [3/4-inch NPT] [ISO 7-R3/4] [1/2-inch NPT (Up- right only)] [ISO 7-R½ Upright only] Optional Guard or Water Shield Finishes Standard Finishes Bronze chrome (I) Special Application Finishes Lead Plated - 165°F (74°C), 212°F (100°c) and 286°F (141°C) Temp. Ratings Wax') - 165°F (74°C) clear Wax, 212°F (100°c) Brown Wax Wax/Lead ((2) - 165°F (74°C) clear Wax, 212°F - (100°C) Brown Wax cULus, upright (without shield) only. (2) 212°F (100°C) Brown wax may be used on 286°F (141°C) Sprinklers when maximum ambient temperatures do not exceed 150°F (66°C). 4-1/2" (114 mm) Optional: OOSVH Facto-installed water shield 2-3/4" (70 mm) RASCO -- 1-1/2" (38 mm) 1-7/8' (48 mm) Pendent 129FG01E Upright Fig. 1 2. Model GXLO Technical Data Table A ITEM DESCRIPTION Sprinkler Identification Number (SIN) R2921 (Upright), R2916 (Pendent) K-factor US (Metric) 11.2 (160) Thread Size 3/4 (ISO 7-R3/4), 1/2" (ISO 7-R1/2) Retrofit Upright Sprinkler Orientation Upright; Pendent Maximum Working Pressure, PSI (bar) 175 PSI (12 bar) Model GXLO Commodity Selection and Design Criteria Overview Table B Storage Type NFPA FM GLOBAL Sprinkler Type CMDA Storage Response Type SR SR System Type Pendent-Wet Upright- Wet,Dry, Preaction Pendent- Wet Upright- Wet,Dry,Preaction Temperature Rating F ( C) 165,212,286 (74,100,141) 165,212,286 (74, 100,141) Roof Construction See NFPA 13 See FM Global 2-0 Ceiling Slope See NFPA 13 See FM Global 2-0 Maximum Coverage Area See NFPA 13 See FM Global 2-0 Minimum Coverage Area See NFPA 13 See FM Global 2-0 Maximum Spacing See NFPA 13 See FM Global 2-0 Minimum Spacing See NFPA 13 See FM Global 2-0 Minimum Clearance to Commodity See NFPA 13 See FM Global 2-0 Sprinkler Distance to Ceiling See NFPA 13 See FM Global 2-0 Open Frame, Single, Double, Multiple Row, or Portable Rack Storage of Class I - IV and Group A or B Plastics See NFPA 13 See FM 2-0 & 8-9 Solid Pile or Palletized Storage of Class I - IV and Group A or B Plastics See NFPA 13 See FM 2-0 & 8-9 Idle Pallet Storage See NFPA 13 See FM 2-028:9 & 8-24 Rubber Tire Storage See NFPA 13 See FM 8-3 Rolled Paper Storage See NFPA 13 N/A Pendent See FM 8-21 for Upright Flammable Liquid Storage See NFPA 30 See FM 7-29 and 8-9 Aerosol Storage See NFPA 13 See FM 7-31 Auto Components in Portable Racks N/A N/A The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years. Manufactured by Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices Rellabille (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address - ® Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 05119 P/N 9999970022 Pipe Hangers Fig. 200 - "Trimline" Adjustable Band Hanger (B-Line Fig. B311ONF) ®TDLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig. B317ONFF) & C us Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (B-Line Fig. B317ONFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut LISTED Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled - - - - swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design ,- keeps adjusting nut from separating with hanger. Hanger is easily , /1... \ \\ B installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. - Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Fig. 200-1/2.200-3/4 Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Fig. 200-1 to 200-2 Fig. 200-21/2 to 200-8 Conforms to Federal Specifications WW-H-1 71 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 660°F (343°C) 1 - Finish: Pre-Galvanized. Stainless Steel .. -. materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size / 11 Designed to meet or exceed requirements of FM DS 2-0. Fig. 200 Fig. 200C Fig. 200F Pipe Size Rod Size A B Approx. Wt./100 , Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) 200-1/2 1/2' (15) /8"-16 31/8' (79.4) 2/8" (66.7) 11 (5.0) / 200-I4 3/4" (20) /8-16 31/8' (79.4) 21/2" (63.5) 11 (5.0) p 200-1 1 (25) /8'-16 3/8" (85.7) 2/8' (66.7) 12 (5.5) 200_11/4 11/4" (32) /811-16 33/4' (94.0) 2/8' 173.01 13 (5.9) 200_11/2 11/2" (40) /8-16 37/' (98.4) 2/8' (73.0) 14 (6.4) 200-2 2' (50) I8'-16 41/2' 1114.31 3' (76.3) 15 (6.9) 200_21/2 21/2 (65) /8-16 5/8" (142.9) 41/8' (104.7) 21 (12.3) 200-3 3' (75) /8 -16 5/8' (149.1) 4' (101.6) 29 (13.3) Fig. 200S 200_31/2 31/2" (90) /8'-16 7/8" (187.3) 51/4' (133.3) 34 (15.6) 200-4 4 (100) /8'-16 7 /8' 1187.31 5" (127.0) 35 (16.0) 200-5 5' (125) 1/2'_13 91/8" 1231.81 61/4" (158.7) 66 (30.2) 200-6 6 (150) 1/2"13 101/8' (257.2) 6/4' (171.4) 13 (33.4) 200-8 8' (200) 1/2"13 131/8 (333.4) 8/4" (222.2) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. BL ine Fire Protection Solutions 21 by E1'N Set Screw and Locknut Included Fig. 65XT-3/8 - Beam Clamp 3/4" (19.0) (221) Set Screw and Locknut Included 1/8' (34.9) c®us LISTED Feature: Extruded holes allows for more thread engagement of threaded rod and set screw. Weight: Approx. Wt./100 - 28.0 Lbs. (12.7kg) Finish: Plain or Electro-Galvanized Order By: Figure number and finish Approvals: Underwriters Laboratories Listed (cULus) and FM Approved (FM) for up to 4" (100mm) pipe. Designed to meet or exceed requirements of FM DS 2-0. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 13 B-Line by E.'I*N Beam Clamps Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening ®TOLCO Fig. 65X1 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening (bottom of page) C @ us Size Range: LISTED Fig. 65 - 1/2'..13 rod sizes, and /8'-11 rod sizes Fig. 65XT - /8'-16 rod size (see below) Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.0mm). Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, /8"-16 rod will support 1/2" (15mm) thru 4" (100mm) pipe 1/2"..13 rod will support thru 8" (200mm) pipe Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) 55-1I2 1/2"_13 11/2" (38.1) 3/4" (19.0) 1" (25.4) /16" (14.3) 65-/e /"-11 11/2" (38.1) 3/4" 119.01 1" (25.4) /16" (14.3) Part F Approx. Wt./100 No. in. (mm) lbs. (kg) 65_1I2 11/4" (31.1) 55 (24.9) 65-/e 11/4" (31.7) 55 (24.9) C (1!) u LISTED Beam Clamps TOLCOTM Fig. 69R - Retrofit Capable Beam Clamp Retaining Strap Size Range: /8'-16 & 1 /2"..13 rod 4" (101,6mm) thru 16" (406.4mm) lengths Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. Features: Beveled locking slot* is precisely formed to align with the threaded section of a hanger rod or set screw and engage the unit securely. May be used as shown in Section "A-A" or inverted. Allows easy installation for new construction or retrofit applications. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore the beveled locking slot of the Fig. 69R will provide a secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed B-Line series or Tolco beam clamp. Finish: Pre-Galvanized Order By: Figure number, length, and finish. Note: Minimum return on strap is 1" (25.4mm) * Patent #5,947,424 A-A Slot Width For Use With Length Part No. in. (mm) 69R-3/8-L /16" 111.11 B3033-3/8,B3034-3/8, Specify 65-/, 65XT-3/8, 66-/8 69R-1/2-L /16" (14.3) B3033-1/2, B3034-1/2, 65 1/2, 66 1/2 Specify All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 18 B-Line series Fire Protection Solutions OPM c®us LISTED Cone Point 0 Set Bolts A Set Bolts ek Included Cone Point Set Bolt B UL Horizontal Design Load Maximum Design Load Across Beam 2015 lbs. (8.96kN) Maximum Design Load Along Beam 2015 lbs. (8.96kN) Seismic Bracin TOLCO Fig. 828 - Universal Sway Brace Attachment to Steel (UL Listed) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" (9.4mm) to /8" (22.2mm) thick steel structure. For thicknesses less than /" (9.4mm) refer to Fig. 825 and Fig. 825A. Material: Steel Function: To attach sway bracing and/ot hangers to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, -beam, C-channel, open web, welded steel trusses, etc.. Secures brace to structure either across or along the beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved'page 53. Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set bolts (A) until the heads break off. Tighten the cone point set bolt (B) until the head breaks off. Remove the flange nut from set bolt (B). Install a TOLCO swivel fitting (Fig. 980, 910, 909, or any other TOLCO approved transitional fitting). Use flange nut to secure the swivel fitting*. Finish: Plain or Electro-Galvanized Approx. Weight/100: 275 Lbs. (124.7kg) Order By: Figure number and finish Patent #6,098,942, #8,534,625 Canada Patent #2,286,659 Patent Pending * Retaining strap not required. ----------------------- Fig. 828 Shown with 0 May pivot in any Fig. 980 direction Fig. 828 with 80 Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 52 B-Line series Fire Protection Solutions ®TOLCO c®U$ USTED Set Bolts & Hardware Inchid 31e" (9.5) Maximum Design Load 1600 lbs. lim All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 60 Fire Protection Solutions B-Line by ETN Seismic Bracing Fig. 825A - Bar Joist Sway Brace Attachment To Steel Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 1600 lbs )7.11kN). Material: Steel Function: To attach sway bracing to steel open web structural members. Features: This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Installation Instructions: Fig. 825A is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, bracing pipe' and a TOLCO braced pipe' attachment to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 825A on the steel beam, tighten the cone point set bolts until heads break off. Attach other TOLCO transitional attachment fitting, Fig. 980, 910, 909, or any other TOLCO approved transitional fitting. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain or Electro-Galvanized Approx. Wt./100: 154.5 Lbs. (70.11<g) Order By: Figure number and finish Patent #6,098,942 Bar joist shown attached to Max. various roof materials 6" (152.4mm) with 180 Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. ®TOLCO C & us LISTED K Set Bolt Included Mounting Hardware Is Not Included All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 66 Fire Protection Solutions B-Line by E.11U Seismic Bracing Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4" Size Range: One size fits bracing pipe 1(25mm) thru 2' (50mm), B-Line 12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31,7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off, bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 67. Note: Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002, 4A or approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain, Electro-Galvanized or Stainless Steel. Contact B-Line for alternative finishes. Order By: Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Fig. 980 Fig. 4L Longitudinal Brace Part Mtg. Hdw. Mounting Hole Max. Design Approx. Number Size A B D Load (cULus) Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 980-/8 /8" (9.5) 51/4" (133.3) PIt" (47.6) 13/32" (10.3) 2015 (8.96) 149 (67.6) 980_1/2 * 1/2" (12.7) 51/4" (133.3) 1/8" (47.6) 17/32" (13.5) 2015 (8.96) 148 (67.1) 980-/8 5/8" (15.9) 51/4" (133.3) 1/8" (47.6) 11/16" (17.5) 2015 (8.96) 147 (66.7) 980-/4 3/4" (19.0) 51/4" (133.3) 1/8" (47.6) 13/16" (20.5) 2015 (8.96) 146 (66.2) * Standard size. Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see load tables on pages ALl thru AL21. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. Finish: Electro-Galvanized Weight: Approx. Wt./100 - 13.3 Lbs. (6.0kg) Order By: Figure number Patent: #7,887,248 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 48 Fire Protection Solutions B-Line by E..1N Seismic Bracing Fig. 75 - Swivel Attachment ®TOLCO Size Range: - !8-16 Rod Attachment May be used as a structural attachment C®US Material: Steel component of a branch line restraint LISTED Function: Recommended applications for this product: May be used as a Branch Line Restraint for structural attachment to Fig. 78 All Steel 1 anchor bolt, beam clamp, etc. Ceiling Plate May be used in a pitched or sloped roof application, to meet Fig. 75 Swivel requirements of NFPA 13 (2010) 9.1.2.6. Fig. 200 Approvals: Underwriters Laboratories Listed in the USA (UL) and "Trimline" All d Rod Adjustable Canada (cUL) to support up to 4(100mm) pipe. Band Hanger Fig. 25 Surge Restrainer Fig. 65X1 Reversible Beam Clamp Fig. 75 Swivel W-Beam Attachment All Threaded Rod May be used with a pitched roof application, to meet requirements of NFPA 13 (2010) Sec. 9.1.2.5. Fig. 98 - Rod Stiffener Fig 98B - Rod Stiffener with Break-Off Bolt Head Size Range Secures 3/8"-16 thru 7/8"-9 hanger rod Material Steel Function: Secures channel to hanger rod for vertical seismic bracing. Slight distortion of the channel (strut) may occur upon installation of rod stiffeners Approvals: Included in our Seismic Restraints Catalog approved by the State Fig. 98 ...:.: of California Office of Statewide Health Planning and Development (OSHPD) - For additional load spacing and placement information relating to OSHPD projects please refer to the TOLCO Seismic Restraint Systems Guidelines Finish Electro Galvanized Contact B Line for alternative finishes and materials Weight: Approx. Wt./100: Fig. 98 - 11.8 Lbs. (5.3kg) Fig. 98B - 12.7 Lbs. (5.7kg) Fig. F 98B . Order By: Figure number Rod Maximum Rod Length Maximum Spacing Between Notes: Size Without Rod Stiffener Rod Stiffeners 1.) ,, ,, Rod stiffeners are required only on hanger and 19" )482mm) 13" (330mm) trapeze assemblies that have seismic bracing 1/2' /2 25 1635mm) 18 1457mm1 attached at or within 4 (101.6mm) of the rod. A minimum of two rod stiffeners (Figure 98, 98B, 31" (787mm) 23" )584mm) or SC228) must be installed. 3/4" 31" (940mm) 28" (711 mm) 2.) Recommended torque on Figure 98 and SC228 43" (1092mm) 33" (838mm) is 8 ft-lbs. (10.8Nm) or finger tight and one full 1" 50" (1270mm) 38 (965mm) turn with a wrench. 11/4" 60" (1524mm) 43" (1092mm) Figure 98B has the break off bolt head. ® TDLCO I@", LISTED lZot Rnit R. In,hId 4-Way Riser Brace (plan view) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 50 Fire Protection Solutions B-Line by ETaN Seismic Bracing Fig. 41 - Longitudinal In-Line Sway Brace Attachment Size Range: 21/2 (65mm) through 8" (200mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 21/2" (65mm) through 8" (200mm) pipe. For FM Approval information refer to page 51. Installation Instructions: Fig. 4L is the braced pipe attachment component of a longitudinal sway brace assembly. It is intended to be combined with the bracing pipe and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage bracing pipe into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. Longitudinal Brace Pipe Max. Rec. Load Approx. Part Size A C D Bolt Size (cULuc) wt./100 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg) 4L-2112 21/2" (65) 6/16" (163.5) 21/2 (63.5) 2/4" (69.8) 1/2"13 2015 (8,96) 253 (114.7) 41-3 (80) (177.8) 2/4' 169.81 31/16" (77.8) 1/2'13 2015 18.961 268 (121.5) 414 (100) 81/2 (215.9) 3I8' (85.7) 311/16" (93.7) 1/2"_13 2015 (8.96) 348 (157.8) 41-5 (125) 93/4" (247.6) 3/8" (98.4) 4/8" (111.1) 1/2"13 2015 (8.96) 380 (172.3) 41-6 (150) 111/2" (292.1) 5' (127.0) 51/8 (130.2) 1/2"13 2015 (8.96) 640 (290.3) 41-8 (200) 131/4' (336.5) 5/8" (142.8) 5/8" (142.9) 1/2"13 2015 18.961 728 (330.2) Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of-'sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. Component of State of California OSHPD Approved Seismic Restraints System Fig. 1001 - Sway Brace Attachment Size Range - Pipe size to be braced 21/2" thru 8" IPS.* Pipe size used for bracing: 1" and 11/4 Schedule 40 IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Features - *Can be used to brace schedules 7 through 40 IPS. Field adjust- able, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a com- ponent of a four-way riser brace. Comes assembled and ready for installation. Fig. 1 001 has built-in visual verification of correct installation. See installation note below. Installation -The Fig. 1001 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component, Fig. 980, 910 or 909 to form a comolt brino .csmhlv Follow NEPA 1 and/or OSHPD - - guidelines. Myimiim flirin Load To Install - Place the Fig. 1001 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" extension. Tighten set bolts until set bolt heads are flat against surface. It is recommended that the brace angle be adjusted before set bolts are fully tightened. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note - The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. Sch 7- 1600 lbs. Sch 10 & 40 w/1" Brace Pipe - 2015 lbs. Sch 10 & 40 w/1¼" Brace Pipe - 2765 lbs. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCQ.jnd bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY - 1315 SAMPSON AVE. - CORONA. CA 92879- P11: 951.737.5599- FAX: 951.737.0330 CUSTOMER SERVICE 800.7865266 www.toico.com I w() Dimensions ______ T(NPI) 4" mm 100 83.5 30 11.5 3.75 14 in 4.0 3.29 1.18 0.45 0.15 1/4" 0.55 0--.35—lb- Applications Fire sprinkler systems Suitable for all media that will not obstruct the pressure system or attack copper alloy parts Special Features UL-listed (UL-393), United States and Canada Factory Mutual (FM) approved Reliable and economical Standard Features Design EN 837-1 &ASME B40.100 Sizes 4" (100 mm) Accuracy class ± 3/2/3% of span (ASME B40.100 Grade B) Ranges 0/80 psi, retard to 250 psi (air) 0/300 psi (water or air) Working Pressure Steady: 3/4 of full scale value Fluctuating: 2/3 of full scale value Short time: full scale value Operating Temperature Ambient: -40° F to 140° F (-40°C to 60°C) Media: 140°F (+60°C) maximum Temperature Error Additional error when temperature changes from reference tem- perature of 68°F (20°C) +0.4% for every 18°F (10°C) rising or falling. Percentage of span. ©2008 Fire Protection Products, Inc (FPPI) Bourdon Tube Material: copper alloy C-type Pressure Connection Material: copper alloy 1/4" NPT lower mount (LM) Movement Copper alloy Dial White aluminum with stop pin; black and red lettering Pointer Black aluminum Case Black polycarbonate Window Snap-in clear polycarbonate Approvals UL listed (UL-393) Factory Mutual Optional Extras (not all options are UL or FM approved) Brass restrictor Friction-fit cover ring (requires steel case) Glass window (requires steel case & friction ring) Black-painted steel case Stainless steel case Special case colors Nickel-plated connection Custom dial layout Special threaded connection Custom dial layout Other pressure scales available: bar, kPa, MPa, kg/cm2 and dual scales APPROVED c®Us LISTED •• Fire Protection Products, Inc IF F) 6241 Yarrow Dr., Suite A, Carlsbad, CA 92011-1541 For questions: 1 800 344-1822• 1 800 344-3775 fax www.fppi.com 'The AGF Manufacturing Inc. Model 1011 TESTANDRAIN® 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 complies 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 1011A TESTANDRAIN® 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 % (2.8K), 7A6 (4.2K), ½ (5.6K), 17/32" (8.0K), W (11.2K, ELO), 3/4 (14.0K, ESFR), and K25 as required by NFPA 13, 2007 Edi- tion (see reverse). The included ULJFM 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 TESTANDRAIN® 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 valve or a plug downstream of its outlet. TESTANDRAIN is registered trademark of AGF Manufacturing Inc. csi O11A 10/09 DIMENSIONS MODEL 1011 - FRONT VIEW Orifice Size Available: /8", 7/iF,', ½", 17/32", ELO (5/0)* ESFR (3/4fl)*, & K25** SIZE A B C 0 E F G H 3%" 79/16" 11/2 23A6 3/8" 3/8" 113/16" 4A&' 6/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 79A6" 11/2 2A&' 3/8" 33/8' 113A6" 4A6" 6/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 11/4" 715/16" 111A6" 29/16" 41/4" 3/8" 115A6" 59/16" 51/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1½" 815/16 113A6" 3¼" 51A6" 3/8" 25/8" 81/4" 10/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 2" 815/16 113A6" 31/4" 51A6" 37/s" 25/8" 81/4" 107/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) *Available on 11/4" to 2' size units only **Available on 11/2" and 2" size units only THE MODEL 1011 PROVIDES ALL OF THE FOLLOWING... From the 2007 Edition of NFPA 13 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. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterflow alarm. Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection.., with a shutoff valve and plug not less than 1", at least one of which shall be brass. Chapter 7.1.2 - a gridded wet pipe system shall be provided with a relief valve 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 MODEL 1011 - PLAN VIEW MATERIALS Handle: Steel Stem: Rod Brass Ball: C.P. Brass Body: Bronze Valve Seat: Impregnated Teflon® Indicator Plate: Steel Relief Valve: Bronze Bypass Fittings: Brass Bypass Tubing: Nylobraid APPROVALS UL and ULC Listed: (EX4019 & EX4533) FM Approved NYC-BSA No. 720-87-SM AGF Manufacturing Inc. P' [J 100 Quaker Lane, Malvern, PA 19355 .4 Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com Job Name: Architect: Engineer: Contractor: SYSTEM $ SENSOR® SSM/SSV Series Alarm Bells System Sensor's SSM and SSV series bells are low current, high decibel notification appliances for use in fire and burglary systems or other signaling applications. Features Approved for indoor and outdoor use Low current draw High dB output Available in six-inch, eight-inch, and ten-inch sizes AC and DC models DC models polarized for use with supervision circuitry Mount directly to standard four-inch square electrical box indoors SSM and SSV series pre-wi red Reliable Performance. The SSM and SSV series provide loud resonant tones. The SSM series operates on 24VDC and are motor driven, while the SSV series operates on 120VAC utilizing a vibrating mechanism. Simplified Installation. For indoor use, the SSM and SSV series mount to a standard four-inch square electrical box. For outdoor applications, weatherproof back box, model number WBB, is used. The SSM and SSV series come pre-wired, to reduce installation time. The SSM series incorporates a polarized electrical design for use with supervision circuitry. Aaencv Listinas MEA LISTED PPROVO 71351653125 approved 54011 05549 3005255 7135-1653100 331-01-6 SSM/SSV Specifications Model shall be a SSM or SSV Series alarm bell. Bells shall have underdome strikers and operating mechanisms. Gongs on said bells shall be no smaller than nominal 678710" (specify size) with an operating voltage of 24VDC or 120VAC (specify by part number). Bells shall be suitable for surface or semi-flush mounting. Outdoor surface mounted installations shall be weatherproof (using optional WBB weatherproof electrical box). Otherwise bells shall mount to a standard 4 square electrical box having a maximum projection of 21/2". Bells shall be located as shown on the drawings or as determined by the Authority Having Jurisdiction. Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal, and approved by Factory Mutual and MEA. Physical/Operating Specifications Operating Temperature Range -3 1°F to 140°F Operating Voltage SSM series; 24VDC SSV series: 120 VAC Termination Provided with 2 sets of leads for in/out wiring Service Use Fire Alarm, General Signaling, Burglar Alarm Warranty 3 years Electrical Specifications Model Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Output (dBA) (inches) Limit SSM24-6 6 Regulated 24VDC 16 to 33VDC DC-31.1 mA/ FWR-53.5mA 82 SSM24-8 8 Regulated 24VDC 16 to 33VDC DC-31.1 mA/ FWR-53.5mA 80 SSM24-10 10 Regulated 24VDC 16to33VDC DC-31.1mWFWR-53.5mA 81 SSV12O-6 6 Regulated 120VAC 96to132VAC 53mA 85 SSV120-8 8 Regulated 120VAC 96to132VAC 53mA 82 SSV120-10 10 Regulated 120VAC 96to132VAC 53mA 82 * Sound output measured at Underwriter Laboratories, as specified in UL464 Ordering Information 1 It L11141uL'J rz ri Ic.'JkwLwTiwr FT1i1mocielIiT kescription SSM24-6 SSM24-6A Bell, 6' 24VDC, Polarized, 82d8A SSM24-8 SSM24-8A Bell, 8", 24VDC, Polarized, 80d8A SSM24-10 SSM24-1OA Bell, 10' 24VDC, Polarized, 81 d BA S5Vl 20-6 SSV120-6A Bell, 6' 12OVAC, 85dBA SSV12O-8 SSV12O-8A Bell, 8"1 12OVAC, 82dBA SSV12O-10 SSV120-10A Bell, 10' 120VAC,82dBA WBB Weatherproof back box for SSM and SSV series, when installed outdoors "STEM 3825 Ohio Avenue. St. Charles, IL 60174 02007 System Se sor ISEItISOR Phone: 800-SENSOR2. Fax: 630-377-6495 sheet F P P I Description Recessed Canopy Coverage Extensions provider increased coverage of the recessed canopy flange against the ceiling or wall material where it is installed. The primary purpose is to allow for increased distance between the finished surface of the building interior and the recessed sprinkler assembly. AHJs within certain earthquake zones require a minimum of 1" space between the sprinkler or sprinkler drop and the material it penetrates. Can also be used to provide coverage for oversized holes cut in finish material from previous sprinkler placements. Fits most existing recess sprinkler canopies and is compatible with all FPPI Recessed Canopys. Installation Specifications No tools are required for installation of the Recessed Canopy Coverage Extension. Simply slide the recessed escutcheon skirt through the ID of the Material: .020" Cold Rolled Steel coverage extension then install or re-install the recessed escutcheon skirt on to the retainer. Press the recessed skirt firmly into place against the interior surface Standard finishes: the sprinkler penetrates without causing the interior surface to be moved or Chrome White lifted by the recessed skirt/coverage extension. Follow sprinkler manufacturers instructions regarding the installation of sprinklers in recessed applications. May Coverage: be used either horizontally or vertically. 5" X 1'5A6" ID Item Numbers: 01 -491 5" Coverage Chrome 01-493 5" Coverage White 3198 LIONSHEAD AVE CARLSBAD, CA 9200 TEL + 1760 599-1168 +1800344-1822 FAX + 1800 344-3775 © 2012 Fire Protection Products, Inc. I Storage Cabinet Description Fire Protection Products, Inc. Spare Sprinkler Head Cabinets are designed to allow for spare sprinkler head storage as required by NFPA guidelines. The Spare Sprinkler Head Cabinets are available in six configurations. Three head, six head, six head ESFR, twelve head, twenty-four head and thirty-six head. All six styles are manufactured with "knockouts" to accommodate the most common size sprinklers. The shelf is located to allow for the storage of a typical sprinkler head wrench. Each cabinet is finished with a red enamel fi nish. Each spare head cabinet comes with a hinged door which remains closed to protect the spare sprinklers from the elements and features two holes on the back panel to allow for attachment to most surfaces utilizing the appropriate fasteners. Not intended for exposed or harsh environments. Installation Once the correct Spare Sprinkler Head Cabinet has been select- ed, installation is accomplished by inserting the correct fastener in each of the two holes inside the cabinet, securing the cabinet securely to the wall. The insert the correct number and type of sprinklers in accordance with the "handbook". *Final determination is subject to approval by the AHJ. Select the correct Spare Sprinkler Head Cabinet in accordance with the Automatic Sprinkler Systems Handbook. As per the 1989 Edition the correct number of spare sprinkler is as follows: "0-300 sprinklers, not less than 6 300-1000, not less than 12 1000 or more, not less than 24. Stock of spare sprinklers shall include all types and ratings installed.` Specifications Material: Painted plain steel Finish: Red enamel Styles: 3 Spare sprinklers, 112or3/4 6 Spare sprinklers, 112or3/4 6 Spare, ESFR, 1/2 , 3/4 or 1" 12 Spare sprinklers 1/2or3/4 24 Spare sprinklers 36 Spare sprinklers •• Fire Protection Products, Inc 6241 Yarrow Dr., Suite A, Carlsbad, CA 92011-1541 ©2000-2007 Fire Protection Products, Inc (FPPI) For questions: 1 800 344-1822 • 1 800 344-3775 fax www.fppi.com Description Manufactured from .020" white coated aluminum. All sign types are screen printed with a fade resistant red ink. Each sign is shipped with a clear protective plastic coating which can be re- moved at time of installation. Each sign type meets or exceeds NFPA13 requirements. All signs (except 7" round) are drilled in four corners to allow for easy installation. All signs (except 7" round) may be installed with sign chain or with any fastener that is suitable for the material that the sign is being attached. The 7" round bell signs are center drilled to allow for installation directly to the bell gong assembly. Type "A" 9" x 7" Control valve signs are drilled with the same four hole pattern as Type "B" 6" x 2" signs to allow for attachment of Type "B" to Type "A". Installation Specifications Installation of aluminum signs is accomplished by several methods. The most common installation procedure is to use #16 Single Jack chain to hang the Material: .00uminumwith sign on the area being identified. Since all of the above mentioned signs are removable plastic coating predrilled at all four corners, the last link of the chain can be opened and hooked through the top holes on the signs and hung on the appropriate valve or piping. The signs may also be fastened to a flat surface with fasteners appropriate to x 6" the base material. (The 9" x 7" Fire Alarm Bell sign must be drilled with a %" hole x 7" if it is to be attached directly to the bell gong.) 8.5" xli" 7" Round See current catalog for a full listing of all available signs. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800344-1822 FAX +1800344-3775 © 2012 Fire Protection Products, Inc. I'D