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Home My WebLink About1710 YADA PL; PLAN 2; FPR2018-0159; Permit11:24:41T, UZZ11:34 Fk 1(7city of Carlsbad I I Print Date: 10/24/2022 Permit No: FPR2018-0159 Job Address: 1710 YADA P1, CARLSBAD, CA Status: Closed - Finaléd Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkl Parcel #: Track #: Applied: 09/27/2018 Valuation: $0.00 Lot #: Issued: 12/10/2018 Occupancy Group: Project #: Finaled Close Out: 11/21/2019 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Salcedo, Felix Plan Check #: Project Title: Description: PLAN 2 - YADA FARM LOT 8 - 13D NEW SPRINKLER SYSTEM FPContractor: NP MECHANICAL INC P0 BOX 309 CORONA, CA 92878-0309 (951) 667-4220 FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $125.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 Total Fees: $371.00 Total Payments To Date: $371.00 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 - NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : 12 PACIFIC Building : PLAN 2 Location : CALC AREA 1 System Contract Data File : PLAN2 CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N NP Mechanical Page 1 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12 PACIFIC Date - 9/11/18 Location - CALC AREA 1 Building - PLAN 2 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - JC Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )l (X)2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 28.045 Psi Required 28.248 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 75 Elev. R Residual (Psi) - 43 Other Well Flow (Gpm) - 3050 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 12 PACIFIC Date 9/11/18 City Water Supply: Demand: Cl -Static Pressure : 67.5 Dl - Elevation : 15.592 C2 - Residual Pressure: 38.7 D2 - System Flow :28.045 C2 - Residual Flow : 3050 D2 - System Pressure : 62.189 Hose ( Demand) : 5 D3 - System Demand : 33.045 Safety Margin : 5.304 150 140 130 P 120 R0 E 100 s 90 s 80 u 70 -- R 60 D3 ___ ____ ______ ________ _________ E 50 --ci-___ 30 . 40 20 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 12 PACIFIC Date 9/11/18 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 1/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N* CPVC9OEllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 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 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP Mechanical Page 4 12 PACIFIC Date 9/11/18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Hi 10.0 4.9 7.04 na 13.0 H2 10.0 4.9 9.43 na 15.04 H3 10.0 11.48 na Dl 11.0 7.36 na 1 11.0 9.52 na D2 11.0 9.49 na D3 11.0 11.05 na 2 11.0 11.05 na 3 11.0 12.6 na 4 11.0 14.21 na 5 11.0 15.22 na 6 11.0 15.46 na 7 11.0 12.24 na 8 11.0 10.77 na TR 11.0 17.01 na GA 5.0 20.5 na BR 2.0 28.25 na EL -3.0 30.76 na X -3.0 36.07 na 5.0 Ml -3.0 37.3 na M2 -3.0 41.55 na CM -3.0. 52.22 na 100 -3.0 52.22 na 101 -3.0 52.23 na SRC -26.0 62.19 na 0.05 256 7.039 0.05 256 7.0 The maximum velocity is 13.63 and it occurs in the pipe between nodes M2 and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 Dl 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H2 15.04 0.874 0 3.0 1.000 9.427 K Factor = 4.90 to 150.0 0.0 3.000 -0.433 D2 15.04 0.1238 0.0 4.000 0.495 Vel = 8.04 0.0 15.04 9.489 K Factor = 4.88 H3 0.0 0.874 N 7.0 1.000 11.483 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 11.050 K Factor =0 Dl 13.00 0.874 N 7.0 11.917 7.361 to 150.0 R 1.0 11.000 0.0 1 13.0 0.0944 0 3.0 22.917 2.164 Vel = 6.95 1 -19.60 0.874 R 1.0 0.333 9.525 to 150.0 0.0 1.000 0.0 D2 -6.6 -0.0270 0.0 1.333 -0.036 Vel = 3.53 02 15.04 0.874 2R 2.0 31.750 9.489 to 150.0 0 3.0 5.000 0.0 2 8.44 0.0425 0.0 36.750 1.561 Vel = 4.51 0.0 8.44 11.050 K Factor = 2.54 D3 0.0 0.874 R 1.0 7.000 11.050 to 150.0 0.0 1.000 0.0 2 0.0 0.0 0.0 8.000 0.0 Vel = 0 2 8.44 0.874 4R 4.0 29.500 11.050 to 150.0 0 3.0 7.000 0.0 3 8.44 0.0425 0.0 36.500 1.550 Vel = 4.51 3 0.0 0.874 3R 3.0 32.000 12.600 to 150.0 0 3.0 6.000 0.0 4 8.44 0.0425 0.0 38.000 1.614 VeI= 4.51 4 0.0 0.874 2R 2.0 14.750 14.214 to 150.0 N 7.0 9.000 0.0 5 8.44 0.0425 0.0 23.750 1.009 Vel = 4.51 5 0.0 1.101 0 5.0 12.417 15.223 to 150.0 0.0 5.000 0.0 6 8.44 0.0138 0.0 17.417 0.240 Vel = 2.84 6 -28.04 1.101 3R 3.0 39.167 15.463 to 150.0 N 7.0 10.000 0.0 7 -19.6 -0.0656 0.0 49.167 -3.224 Vel = 6.60 7 0.0 1.101 3R 3.0 12.417 12.239 to 150.0 N 7.0 10.000 0.0 8 -19.6 -0.0655 0.0 22.417 -1.469 Vel = 6.60 8 0.0 0.874 R 1.0 5.167 10.770 to 150.0 0.0 1.000 0.0 1 -19.6 -0.2019 0.0 6.167 -1.245 Vel = 10.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Hazen-Williams / NP Mechanical Page 6 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -19.60 9.525 K Factor = -6.35 6 28.04 1.101 N 7.0 5.167 15.463 to 150.0 0.0 7.000 0.0 TR 28.04 0.1271 0.0 12.167 1.547 VeI= 9.45 0.0 28.04 17.010 K Factor = 6.80 TR 28.04 1.101 R 1.0 6.000 17.010 to 150.0 0.0 1.000 2.599 GA 28.04 0.1271 0.0 7.000 0.890 Vel = 9.45 GA 0.0 1.101 Fsp 0.0 3.000 20.499 to 150.0 2S 19.125 24.126 4.299 * * Fixed Loss = 3 BR 28.04 0.1272 0 5.0 27.126 3.450 Vel = 9.45 BR 0.0 1.245 0.0 5.000 28.248 to 150.0 0.0 0.0 2.166 EL 28.04 0.0698 0.0 5.000 0.349 Vel = 7.39 EL 0.0 1.245 0.0 76.000 30.763 to 150.0 0.0 0.0 0.0 X 28.04 0.0699 0.0 76.000 5.312 Vel = 7.39 X 5.00 1.025 Ball 3.037 2.000 36.075 Qa = 5 to 150.0 0.0 3.038 0.0 Ml 33.04 0.2439 0.0 5.038 1.229 VeI= 12.85 Ml 0.0 1.025 0.0 1.000 37.304 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 33.04 0.2440 0.0 1.000 0.244 Vel = 12.85 M2 0.0 0.995 T 5.841 32.000 41.548 to 150.0 0.0 5.841 0.0 CM 33.04 0.2820 0.0 37.841 10.673 Vel = 13.63 CM 0.0 7.98 T 52.855 275.000 52.221 to 150.0 0.0 52.855 0.0 100 33.04 0.0 0.0 327.855 0.004 Vel = 0.21 100 0.0 9.79 T 67.474 240.000 52.225 to 150.0 0.0 67.474 0.0 101 33.04 0.0 0.0 307.474 0.001 Vel = 0.14 101 0.0 6.16 E 22.818 10.000 52.226 to 150.0 0.0 22.818 9.961 SRC 33.04 0.0001 0.0 32.818 0.002 Vel = 0.36 0.0 33.04 62.189 K Factor = 4.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name 12 PACIFIC Building : PLAN 2 Location CALC AREA 2 System Contract Data File : PLAN2 CA2 20X20.WXF II Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N NP Mechanical Page 1 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12 PACIFIC Date - 9/11/18 Location - CALC AREA 2 Building - PLAN 2 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - JC Drawing No. - 1 Construction: (X) Combustible Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)l ( )2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 20.024 Psi Required 34.497 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 75 R Residual (Psi) - 43 Flow (Gpm) - 3050 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 12 PACIFIC Date 9/11/18 City Water Supply: Demand: Cl - Static Pressure : 67.5 Dl - Elevation : 15.592 C2 - Residual Pressure: 38.7 D2 - System Flow : 20.024 C2 - Residual Flow : 3050 D2 - System Pressure : 60.925 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 6.571 150 140 130 p120 R° E10° 90 80 U 70 R 60 - - _____ _______ _________ __________ E 50D2 ____________ C2 30 20 10D1 -77, 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 12 PACIFIC Date 9/11/18 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 E NFPA 13 90 Standard Elbow Fsp Flow Switch Potter VSR N * CPVC 90Ell Harvel-Spears 0 * CPVC Tee - Branch R * CPVC Coupling Tee - Run S NFPA 13 Swing Check T NFPA 13 90 Flow thru Tee 2.25 2 2.5 2.25 10 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fitting generates a Fixed Loss Based on Flow 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 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 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. Route 111 Windham N.H. USA 03087 PFessure / Flow Summary - STANDARD -, NP Mechanical Page 4 12 PACIFIC Date 9/11/18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Hi 10.0 22.78 na H2 10.0 22.68 na H3 10.0 4.9 16.7 na 20.02 0.05 400 16.7 Dl 11.0 22.34 na 11.0 22.34 na D2 11.0 22.25 na D3 11.0 17.95 na 2 11.0 19.63 na 3 11.0 21.32 na 4 11.0 23.08 na 5 11.0 24.18 na 6 11.0 24.44 na 7 11.0 23.3 na 8 11.0 22.78 na TR 11.0 25.27 na GA 5.0 28.35 na BR 2.0 34.5 na EL -3.0 36.85 na X -3.0 39.7 na 5.0 Ml -3.0 40.43 na M2 -3.0 44.58 na CM -3.0 50.96 na 100 -3.0 50.96 na 101 -3.0 50.96 na SRC -26.0 60.93 na The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 A 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 22.776 to 150.0 0.0 7.000 -0.433 Di 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 22.343 K Factor = 0 H2 0.0 0.874 0 3.0 1.000 22.681 to 150.0 0.0 3.000 -0.433 D2 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 22.248 K Factor = 0 H3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 20.02 0.2099 0.0 8.000 1.679 Vel = 10.71 0.0 20.02 17.946 K Factor = 4.73 Di 0.0 0.874 N 7.0 11.917 22.343 to 150.0 R 1.0 11.000 0.0 1 0.0 0.0 0 3.0 22.917 0.0 Vel = 0 1 -11.17 0.874 R 1.0 0.333 22.343 to 150.0 0.0 1.000 0.0 D2 -11.17 -0.0713 0.0 1.333 -0.095 Vel = 5.97 D2 0.0 0.874 2R 2.0 31.750 22.248 to 150.0 0 3.0 5.000 0.0 2 -11.17 -0.0713 0.0 36.750 -2.622 Vel = 5.97 0.0 -11.17 19.626 K Factor= -2.52 D3 20.02 0.874 R 1.0 7.000 17.946 to 150.0 0.0 1.000 0.0 2 20.02 0.2100 0.0 8.000 1.680 Vel= 10.71 2 -11.17 0.874 4R 4.0 29.500 19.626 to 150.0 0 3.0 7.000 0.0 3 8.85 0.0464 0.0 36.500 1.692 Vel = 4.73 3 0.0 0.874 3R 3.0 32.000 21.318 to 150.0 0 3.0 6.000 0.0 4 8.85 0.0463 0.0 38.000 1.761 Vel = 4.73 4 0.0 0.874 211 2.0 14.750 23.079 to 150.0 N 7.0 9.000 0.0 5 8.85 0.0464 0.0 23.750 1.101 Vel= 4.73 5 0.0 1.101 0 5.0 12.417 24.180 to 150.0 0.0 5.000 0.0 6 8.85 0.0150 0.0 17.417 0.262 Vel = 2.98 6 -20.02 1.101 311 3.0 39.167 24.442 to 150.0 N 7.0 10.000 0.0 7 -11.17 -0.0232 0.0 49.167 -1.139 VeI= 3.76 7 0.0 1.101 3R 3.0 12.417 23.303 to 150.0 N 7.0 10.000 0.0 8 -11.17 -0.0232 0.0 22.417 -0.520 Vel= 3.76 8 0.0 0.874 R 1.0 5.167 22.783 to 150.0 0.0 1.000 0.0 1 -11.17 -0.0713 0.0 6.167 -0.440 Vel= 5.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -11.17 22.343 K Factor = -2.36 6 20.02 1.101 N 7.0 5.167 24.442 to 150.0 0.0 7.000 0.0 TR 20.02 0.0682 0.0 12.167 0.830 Vel = 6.75 0.0 20.02 25.272 K Factor = 3.98 TR 20.02 1.101 R 1.0 6.000 25.272 to 150.0 0.0 1.000 2.599 GA 20.02 0.0681 0.0 7.000 0.477 Vel = 6.75 GA 0.0 1.101 Fsp 0.0 3.000 28.348 to 150.0 2S 19.125 24.126 4.299 * * Fixed Loss = 3 BR 20.02 0.0682 0 5.0 27.126 1.850 Vel = 6.75 BR 0.0 1.245 0.0 5.000 34.497 to 150.0 0.0 0.0 2.166 EL 20.02 0.0374 0.0 5.000 0.187 Vel = 5.28 EL 0.0 1.245 0.0 76.000 36.850 to 150.0 0.0 0.0 0.0 X 20.02 0.0375 0.0 76.000 2.848 Vel = 5.28 X 5.00 1.025 Ball 3.037 2.000 39.698 Qa = 5 to 150.0 0.0 3.038 0.0 Ml 25.02 0.1459 0.0 5.038 0.735 Vel = 9.73 Ml 0.0 1.025 0.0 1.000 40.433 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 25.02 0.1460 0.0 1.000 0.146 Vel = 9.73 M2 0.0 0.995 1 5.841 32.000 44.579 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 37.841 6.381 Vel = 10.32 CM 0.0 7.98 T 52.855 275.000 50.960 to 150.0 0.0 52.855 0.0 100 25.02 0.0 0.0 327.855 0.002 Vel = 0.16 100 0.0 9.79 T 67.474 240.000 50.962 to 150.0 0.0 67.474 0.0 101 25.02 0.0 0.0 307.474 0.001 Vel = 0.11 101 0.0 6.16 E 22.818 10.000 50.963 to 150.0 0.0 22.818 9.961 SRC 25.02 0.0 0.0 32.818 0.001 Vel = 0.27 0.0 25.02 60.925 K Factor = 3.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : 12 PACIFIC Building : PLAN 2 Location : ALT. CALC AREA 1 System Contract Data File : ALT. PLAN2 CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F NP Mechanical Page 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12 PACIFIC Date - 9/11/18 Location - ALT. CALC AREA 1 Building - PLAN 2 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - JC Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S )Other T )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 28.051 Psi Required 21.210 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 75 Elev. R Residual (Psi) - 43 Other Well Flow (Gpm) - 3050 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 12 PACIFIC Date 9/11/18 City Water Supply: Demand: Cl - Static Iressure : 67.5 Dl - Elevation : 15.592 C2 - Residual Pressure: 38.7 D2 - System Flow : 28.051 C2 - Residual Flow : 3050 D2 - System Pressure : 62.908 Hose ( Demand) : 5 D3 - System Demand : 33.051 Safety Margin : 4.586 150 140 130 p120 R° E100 S90 s 80 u 70 :j R 60 D3 E50 40 30 - 20 10 - ....,.I.I.I.I.I ... .. ... .. I.... 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 12 PACIFIC Date 9/11/18 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 F NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Brarich 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 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 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PFessure I Flow Summary - STANDARD NP Mechanical Page 4 12 PACIFIC Date 9/11/18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Hi 10.0 4.9 7.04 na 13.0 H2 10.0 4.9 9.43 na 15.05 H3 10.0 11.8 na Di 11.0 7.36 na 11.0 9.52 na D2 11.0 9.5 na D3 11.0 11.37 na 2 11.0 11.37 na 3 11.0 13.22 na 4 11.0 15.16 na 5 11.0 16.16 na 6 11.0 14.99 na 7 11.0 12.02 na 8 11.0 10.67 na TRA 11.0 17.72 na GA 5.0 21.21 na BR 2.0 28.96 na EL -3.0 31.48 na X -3.0 36.79 na 5.0 Ml -3.0 38.02 na M2 -3.0 42.26 na CM -3.0 52.94 na 100 -3.0 52.94 na 101 -3.0 52.94 na SRC -26.0 62.91 na 0.05 256 7.039 0.05 256 7.0 The maximum velocity is 13.64 and it occurs in the pipe between nodes M2 and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 Dl 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H2 15.05 0.874 0 3.0 1.000 9.435 K Factor = 4.90 to 150.0 0.0 3.000 -0.433 D2 15.05 0.1238 0.0 4.000 0.495 Vel = 8.05 0.0 15.05 9.497 K Factor = 4.88 H3 0.0 0.874 N 7.0 1.000 11.800 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 11.367 K Factor =0 Dl 13.00 0.874 N 7.0 11.917 7.361 to 150.0 R 1.0 11.000 0.0 1 13.0 0.0944 0 3.0 22.917 2.164 Vel = 6.95 1 -18.74 0.874 R 1.0 0.333 9.525 to 150.0 0.0 1.000 0.0 D2 -5.74 -0.0210 0.0 1.333 -0.028 Vel= 3.07 D2 15.05 0.874 2R 2.0 31.750 9.497 to 150.0 0 3.0 5.000 0.0 2 9.31 0.0509 0.0 36.750 1.870 Vel = 4.98 0.0 9.31 11.367 K Factor = 2.76 D3 0.0 0.874 R 1.0 7.000 11.367 to 150.0 0.0 1.000 0.0 2 0.0 0.0 0.0 8.000 0.0 Vel = 0 2 9.31 0.874 4R 4.0 29.500 11.367 to 150.0 0 3.0 7.000 0.0 3 9.31 0.0509 0.0 36.500 1.857 Vel = 4.98 3 0.0 0.874 3R 3.0 32.000 13.224 to 150.0 0 3.0 6.000 0.0 4 9.31 0.0509 0.0 38.000 1.933 Vel= 4.98 4 0.0 0.874 2R 2.0 14.750 15.157 to 150.0 0 3.0 5.000 0.0 5 9.31 0.0509 0.0 19.750 1.005 Vel = 4.98 5 -28.05 1.101 N 7.0 12.417 16.162 to 150.0 0.0 7.000 0.0 6 -18.74 -0.0604 0.0 19.417 -1.172 Vel= 6.32 6 0.0 1.101 3R 3.0 39.167 14.990 to 150.0 N 7.0 10.000 0.0 7 -18.74 -0.0603 0.0 49.167 -2.967 Vel = 6.32 7 0.0 1.101 3R 3.0 12.417 12.023 to 150.0 N 7.0 10.000 0.0 8 -18.74 -0.0604 0.0 22.417 -1.353 Vel = 6.32 8 0.0 0.874 R 1.0 5.167 10.670 to 150.0 0.0 1.000 0.0 1 -18.74 -0.1857 0.0 6.167 -1.145 Vel= 10.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -18.74 9.525 K Factor = -6.07 5 28.05 1.101 N 7.0 5.250 16.162 to 150.0 0.0 7.000 0.0 TRA 28.05 0.1273 0.0 12.250 1.559 Vel = 9.45 0.0 28.05 17.721 K Factor = 6.66 TRA 28.05 1.101 R 1.0 6.000 17.721 to 150.0 0.0 1.000 2.599 GA 28.05 0.1271 0.0 7.000 0.890 Vel = 9.45 GA 0.0 1.101 Fsp 0.0 3.000 21.210 to 150.0 2S 19.125 24.126 4.299 * * Fixed Loss = 3 BR 28.05 0.1272 0 5.0 27.126 3.451 Vel = 9.45 BR 0.0 1.245 0.0 5.000 28.960 to 150.0 0.0 0.0 2.166 EL 28.05 0.0698 0.0 5.000 0.349 Vel = 7.39 EL 0.0 1.245 0.0 76.000 31.475 to 150.0 0.0 0.0 0.0 X 28.05 0.0699 0.0 76.000 5.314 Vel = 7.39 X 5.00 1.025 Ball 3.037 2.000 36.789 Qa = 5 to 150.0 0.0 3.038 0.0 Ml 33.05 0.2441 0.0 5.038 1.230 Vel = 12.85 Ml 0.0 1.025 0.0 1.000 38.019 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 33.05 0.2450 0.0 1.000 0.245 Vel = 12.85 M2 0.0 0.995 T 5.841 32.000 42.264 to 150.0 0.0 5.841 0.0 CM 33.05 0.2821 0.0 37.841 10.676 Vel = 13.64 CM 0.0 7.98 T 52.855 275.000 52.940 to 150.0 0.0 52.855 0.0 100 33.05 0.0 0.0 327.855 0.004 Vel = 0.21 100 0.0 9.79 1 67.474 240.000 52.944 to 150.0 0.0 67.474 0.0 101 33.05 0.0 0.0 307.474 0.001 Vel = 0.14 101 0.0 6.16 E 22.818 10.000 52.945 to 150.0 0.0 22.818 9.961 SRC 33.05 0.0001 0.0 32.818 0.002 Vel = 0.36 0.0 33.05 62.908 KFactor= 4.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KAIIU NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : 12 PACIFIC Building : PLAN 2 Location : ALT. CALC AREA 2 System Contract Data File : ALT. PLAN2 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 64 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12 PACIFIC Date - 9/11/18 Location - ALT. CALC AREA 2 Building - PLAN 2 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - JC Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)l ( )2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 20.024 Psi Required 34.524 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 75 Elev. R Residual (Psi) - 43 Other Well Flow (Gpm) - 3050 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 12 PACIFIC Date 9/11/18 ---------------- City Water Supply: Demand: Cl -Static Pressure : 67.5 Dl - Elevation : 15.592 C2 - Residual Pressure: 38.7 D2 - System Flow : 20.024 C2 - Residual Flow : 3050 D2 - System Pressure : 60.952 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 6.544 150 140 130 p120 R0 E100 s 9° s 80 - R6° E 50D3 C2 40 u70--ci-____ 30 20 P1 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 12 PACIFIC Date 9/11/18 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC 100 2.25 2 2.5 2.25 10 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPV0 Coupling Tee -Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 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 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - P'ressure I Flow Summary - STANDARD NP Mechanical Page 4 12 PACIFIC Date 9/11/18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Hi 10.0 22.55 na H2 10.0 22.47 na H3 10.0 4.9 16.7 na 20.02 0.05 400 16.7 Dl 11.0 22.12 na 1 11.0 22.12 na D2 11.0 22.03 na D3 11.0 17.95 na 2 11.0 19.63 na 3 11.0 21.5 na 4 11.0 23.45 na 5 11.0 24.46 na 6 11.0 24.05 na 7 11.0 23.0 na 8 11.0 22.53 na TRA 11.0 25.3 na GA 5.0 28.37 na BR 2.0 34.52 na EL -3.0 36.88 na X -3.0 39.72 na 5.0 Ml -3.0 40.46 na M2 -3.0 44.61 na CM -3.0 50.99 na 100 -3.0 50.99 na 101 -3.0 50.99 na SRC -26.0 60.95 na The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 22.555 to 150.0 0.0 7.000 -0.433 Di 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 22.122 K Factor =0 H2 0.0 0.874 0 3.0 1.000 22.468 to 150.0 0.0 3.000 -0.433 D2 0.0 -0.0002 0.0 4.000 -0.001 Vel = 0 0.0 0.0 22.034 K Factor = 0 H3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 20.02 0.2099 0.0 8.000 1.679 Vel= 10.71 0.0 20.02 17.946 K Factor = 4.73 Di 0.0 0.874 N 7.0 11.917 22.122 to 150.0 R 1.0 11.000 0.0 1 0.0 0.0 0 3.0 22.917 0.0 Vel = 0 1 -10.67 0.874 R 1.0 0.333 22.122 to 150.0 0.0 1.000 0.0 D2 -10.67 -0.0660 0.0 1.333 -0.088 Vel = 5.71 D2 0.0 0.874 2R 2.0 31.750 22.034 to 150.0 0 3.0 5.000 0.0 2 -10.67 -0.0655 0.0 36.750 -2.408 Vel = 5.71 0.0 -10.67 19.626 K Factor = -2.41 D3 20.02 0.874 R 1.0 7.000 17.946 to 150.0 0.0 1.000 0.0 2 20.02 0.2100 0.0 8.000 1.680 Vel= 10.71 2 -10.67 0.874 4R 4.0 29.500 19.626 to 150.0 0 3.0 7.000 0.0 3 9.35 0.0513 0.0 36.500 1.873 Vel = 5.00 3 0.0 0.874 3R 3.0 32.000 21.499 to 150.0 0 3.0 6.000 0.0 4 9.35 0.0513 0.0 38.000 1.951 VeI= 5.00 4 0.0 0.874 2R 2.0 14.750 23.450 to 150.0 0 3.0 5.000 0.0 5 9.35 0.0513 0.0 19.750 1.013 Vel= 5.00 5 -20.02 1.101 N 7.0 12.417 24.463 to 150.0 0.0 7.000 0.0 6 -10.67 -0.0213 0.0 19.417 -0.413 Vel = 3.60 6 0.0 1.101 3R 3.0 39.167 24.050 to 150.0 N 7.0 10.000 0.0 7 -10.67 -0.0213 0.0 49.167 -1.047 Vel = 3.60 7 0.0 1.101 3R 3.0 12.417 23.003 to 150.0 N 7.0 10.000 0.0 8 -10.67 -0.0213 0.0 22.417 -0.477 Vel = 3.60 8 0.0 0.874 R 1.0 5.167 22.526 to 150.0 0.0 1.000 0.0 1 -10.67 -0.0655 0.0 6.167 -0.404 Vel = 5.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -10.67 22.122 K Factor = -2.27 5 20.02 1.101 N 7.0 5.250 24.463 to 150.0 0.0 7.000 0.0 TRA 20.02 0.0682 0.0 12.250 0.836 Vel = 6.75 0.0 20.02 25.299 K Factor = 3.98 TRA 20.02 1.101 R 1.0 6.000 25.299 to 150.0 0.0 1.000 2.599 GA 20.02 0.0681 0.0 7.000 0.477 Vel = 6.75 GA 0.0 1.101 Fsp 0.0 3.000 28.375 to 150.0 2S 19.125 24.126 4.299 * * Fixed Loss = 3 BR 20.02 0.0682 0 5.0 27.126 1.850 Vel = 6.75 BR 0.0 1.245 0.0 5.000 34.524 to 150.0 0.0 0.0 2.166 EL 20.02 0.0374 0.0 5.000 0.187 Vel = 5.28 EL 0.0 1.245 0.0 76.000 36.877 to 150.0 0.0 0.0 0.0 X 20.02 0.0375 0.0 76.000 2.848 Vel = 5.28 X 5.00 1.025 Ball 3.037 2.000 39.725 Oa = 5 to 150.0 0.0 3.038 0.0 Ml 25.02 0.1459 0.0 5.038 0.735 Vel = 9.73 Ml 0.0 1.025 0.0 1.000 40.460 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 25.02 0.1460 0.0 1.000 0.146 VeI= 9.73 M2 0.0 0.995 T 5.841 32.000 44.606 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 37.841 6.381 Vel = 10.32 CM 0.0 7.98 T 52.855 275.000 50.987 to 150.0 0.0 52.855 0.0 100 25.02 0.0 0.0 327.855 0.002 Vel = 0.16 100 0.0 9.79 T 67.474 240.000 50.989 to 150.0 0.0 67.474 0.0 101 25.02 0.0 0.0 307.474 0.001 Vel = 0.11 101 0.0 6.16 E 22.818 10.000 50.990 to 150.0 0.0 22.818 9.961 SRC 25.02 0.0 0.0 32.818 0.001 Vel = 0.27 0.0 25.02 60.952 K Factor = 3.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Bulletin 006 Rev. I Alllllllllllll Model RFC30 (SIN RA0611) ® Model RFC43 (SIN RA0612) Rell"111 C Model RFC49 (SIN RA061 6) Residential Flat Concealed Sprinklers A Residential Flat Concealed Sprinkler engineered for a minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features Very low water flow requirements. Cover plate attachment (Plain or Perforated) with ½" (13mm) Total adjustment. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacu- ation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and ½" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily Plain Cover Plate Perforated Cover Plate and positively attached and blends into the ceiling, con- cealing the most dependable fire protection available, an automatic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residen- tial Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit ac- curately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Reliable Automatic Sprinkler Co, Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- lations, use a 165°F (74°C) fusible solder link in a tun- ing fork style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classifica- tion solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the de- flector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler de- flector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The resi- dential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces sig- nificantly higher wall wetting. After a 2 /8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexago- nal body of-the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe instal- lation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent dam- age to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COV- ERS. Note: A leak tight 1/2" NPT (R1/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final ad- justment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover re- moval requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or neg- ative pressurization but must not be positively pres- surized. Inspect all sprinklers after installation to en- sure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. r Model Thread Nominal Sprinkler CCP Assembly Max. Ambient K Max. (SIN) Size Orifice Temp Rating Temp. Rating ______ Temp. Factor Pressure Inch (mm) Inch (mm) psi (bar) °F °C °F °C °F RFC 30 (RAO611) 1/2" (15) 21/64(82) 165 74 135 57 100 38 3.0(43.2) 175 (12) RFC 43 (RA0612) 1/2 (15) 3h(10) 165 74 135 57 100 38 4.3(62) 175 (12) RFC49 (RA0616) 1/2" (15) 7/l6 (11) 165 74 135 57 100 38 4.9 (70.6) 175 (12) Note: 1 bar= 100 Kpa RFC 30 Ordinary Temp. Rating Max. Coverage Max. Spacing (165°F174°C) Top of Deflector Installation Minimum area FtxFt(mxm) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0 (0,62) Smooth Ceilings ½ to 1(13 to 25.4) Beamed ceilings per NFPA 13D, 13R or Concealed 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11.0(0,76) 13 installed in beams ½ to 1(13 to 25.4) For Ceiling types refer to NFPA 13, 13R or 13D 2. RFC43 Ordinary Temp. Rating Max. Coverage Max. Spacing (165°F/74°C) Top of Deflector Installation Minimum area Ft x Ft (m x m) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (1/mm) PSI (bar) 12x 12(3,6x3,6) 12(3,6) 12(4,5) 7.8 (0,54) Smooth Ceilings ½ to 1(13 to 25.4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 9.1 (0,63) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) Concealed 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 18(68) 17.5(1,21) 20x20(6,1 x6,1) 20(6,1) 21(79) 23.8(1,64) For Ceiling types refer to NFPA 13, 13R or 13D RFC 49 Max. Coverage Max. Spacing Ordinary Temp. Rating (165' 4-C) Top of Deflector Installation Minimum area Ft (m) to Ceiling Type Spacing Flow Pressure Ft x Ft (m x m) GPM (Llmin) PSI (bar) Inch (mm) Ft (m) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0 (0,48) Smooth Ceilings 1/2 to 1(13 to 25.4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0(0,48) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) Concealed 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 17 (64,3) 12.0(0,83) 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,73) 16.7 (1,14) For Ceiling types refer to NFPA 13, 13R or 130 Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- klers 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. Remo''e any sprinkler cover plate as- sembly which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprin- klers 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 opera- tion or non-operation. Model RFC30, RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop-down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K- factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6) having a 5/", 3/s" and 7A6" orifice. Temperature rating shall be Ordinary 165°F (74°C); cover plate temperature rating to be 135°F (57°C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a ½" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop-down sprinkler deflector from dam- age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty - specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA061 1 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). 3. Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On Feature Cover Plate Finishes0 Standard Finishes Chrome White Paint Special Application Finishes (2) Bright Brass Finished Bronze Black Plating Black Paint Off White Satin Chrome (I) Other finishes and colors are available on special order. Consult factory for details. Coverplate custom paint is semi-gloss, unless specified otherwise. (2) For the perforated style cover- plate, consult factory for avail- ability on these and other cus- tom finishes. x 1/.2 REDUCING TEE OR ELBOW In---- ---4W— t-----juI - I 2 [66.55mm] [58.42mm] D14 _____________________ HOLE IN CEILING CUP —k I I I I I 2 [50.8mm] MAX. __________ FACE OF F1T17NG [12.70mm] MAX. 70 FACE OF CEiLING 1" COVER AW DIMENSIONUSThENT 1/2 1 1 (25.4mm] MAX. 70 CEiLING CEILING Al [4.96mm] DROPPED DEFLECTOR FIAT COVER PLATE_1 Jj [84.2 1mm] ASSEMBLY COVER PLATE: 1/2" [12.7mm] ADJUSTMENT 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, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices Recycled NW Paper Rell (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices Revision lines indicate updated or new data. - www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 11/14 P/N 9999970261 Bulletin 135 Rev.G ®R ReHabk Model Fl Residential Sprinklers for Design Density of .05 gpmlft 1 Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/ft2 Types: F1 Res 30Pendent Fl Res 30 Recessed Pendent/F2 Fl Res 30 Recessed Pendent/FP Fl Res 49 Pendent Fl Res 49 Recessed Pendent/F1 Fl Res 49 Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed Pendent/F1 Fl Res 58 Recessed Pendent/FP Fl Res 76 Pendent Fl Res 76 Recessed Pendent/Fl Fl Res 76 Recessed Pendent/FP Fl Res 30 COP Pendent Fl Res 49 COP Pendent Fl Res 58 COP Pendent Fl Res 76 COP Pendent F1 Res 44HSW Fl Res 44 Recessed HSW/F2 Fl Res 58 HSW Fl Res 58 HSW Recessed HSW/F2 Fl Res 44SWC Fl Res 40 HSW Fl Res 40 Recessed HSW/F2 Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) NYC MEA 258-93-F Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers Product Description Model Fi Res Pendent sprinklers (Figs. 1, 2,3, &4)are El Res 30,49,58&76 Fl Res 30,49,58 & 76 Recessed Pendent I Fl Recessed Pendent/ EP El Res 3O,49,58&76 Fl Res 44&58 CCP Pendent Recessed HSW/F2 Fl Res 44 SWC Fl Res 40 Recessed HSW/E2 The low flow El Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: ½" NPT (R1/2) K-Factor: 3.0 (Actual) - El Res 30 Pendent Sprinkler 4.9 (Actual) - El Res 49 Pendent Sprinkler 5.8 (Actual) - Fl Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - El Res 76 Pendent Sprinkler 4.4 (Actual) - El Res 44 HSW Sprinkler 4.0 (Actual) - El Res 40 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 response sprinmerscombining wcuIIrl1UUfttL)lII1y, Application high sensitivity glass-bulb and low profile decorative design. The El Res Horizontal Sidewall sprinklers (Figs. Model El Res Sprinklers are used for Residential Eire 5,6 & 7) are equally attractive when above ceiling piping Protection according to UL 1626 Standard*. Be sure cannot be used. that orifice size, temperature rating, deflector style and The 3mm glass-bulb pendent sprinklers permit the sprinkler type are in accordance with the latest efficient use of residential water supplies for sprinkler published standards of The National Fire Protection coverage in residential fire protection design. Association or the approving authority having jurisdiction. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 l3FGO3 Installation Models El Res sprinklers are to be installed as shown. Model El, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model El Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. Eor installing Model El Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models El Res Recessed Pendent, COP & Model Fl Res 30, 49, 58 & 76 Pendent SWC sprinklers use only the Model GER2 sprinkler wrench; for installing Model El Res Recessed HSW sprinklers use only the Model GER2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install El Res 44 and 40 HSW with a ceiling to deflector distance of 4"- 12". Flow arrow on deflector must point away from near wall and "Top" marking must face ceiling. Model Fl Res 30 Recessed Pendent/172 Model Fl Res 49, 58 & 76 Recessed Pendent / Fl V Fl escutcheon, 3/4" (19) adjustment 2 /4 HOLE D4. I I5/I6 D. f49..2m,,J ,• t I • REXCER AM COLLAR WX I71T A405T SMWNKW nnwc TO ADJUSMENr 112-1 ,.... __ I __ 7J5F2 227/i2 _________ (72.2 Fig. 1 Fig. 2 Escutcheon*. Fl or F2. Data: Adjustment "A" Face of fitting to Type Inch (mm) Inch (mm) ceiling Inch (mm) Fl 3/4(19.0) Min.= 3/4' (19.1) Max.=1X" (38.1) X6 - 15/6 (4.724.0) F2 % (12.7) Min.= 15/" (23.8) Max.=1,4" (38.1) 3/ - 16 (4.7- 17.4) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49, 58 & 76 Recessed Pendent 2. Technical Data: Fl Res 30 Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Actual Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating Temp Factor Inch I °c OF I °C (mm) (bar) (mm) "NPT 2y"(82) 15 °F 5 175 68 79 175 (12) 100 38 3.0 2.25(57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Flow Pressure Sprinkler Spacing ft (m) gpm (Lpm) psi (bar) Identification Number (SIN) I 12 x 12 (3.6x3.6) 8(30.3) 7.0 (0.48) R3511 14 x 14 (4.3x4.3) 10(37.8) 11(0.76) Technical Data: Fl Res 49 Pendent and Recessed Pendent Nominal Sprinkler Max Max. Actual Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor Inch °F °c OF °c (mm) (bar) (mm) Y2"NPT 6(h1) 155 175 68 79 175(12) 1001 150166 38 4.9 2.25(57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Spacing ft_(m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13(49) 7.0 (0.48) R3516 16.7(l.14) 14 x 14 (4.3x4.3) 13(49) 7.0(0.48) 16 x 16 (4.9x4.9) 13(49) 7.0 (0.48) 18 x 18 (5.5x5.5) 17(64.3) 12.0(0.83) 20 x 20 (6. 1 x6. 1) 20 (75.7) *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 15 (57) 9.4 (0.65) R3516 20.2(1.4) 14 x 14 (4.3x4.3) 16 (60.5) 10.6(0.73) 16 x 16 (4.9x4.9) 17(64.3) 12.0(0.83) 18 x 18 (5.5x5.5) 19(72) 15.0(1.0) 20 x 20 (6.1x6.1) 22(83.2) *Note: The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per NEPA 13 in beamed ceilings meeting the following criteria: Maximum beam depth = 7" (178mm) Beam spacing ator greaterthan 7.5 ft. (2.3m) on center. Technical Data: Fl Res 58 Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor Inch °F oc °F I 00 (mm) (bar) (mm) ½" NPT (R1/2) y (13) 155 1751 68 79 175(12) 100 1501 38 66 5.8 2.25 (57) Max. Sprinkler Flow Pressure Ceiling -to- Sprinkler Spacing m (L gpm psi (bar) Deflector Identification ft (m) Inch (mm) Number (SIN) 12 x 12 (3.6x3.6) 16 (61) 7.6(0.53) 1-4 (25-100) 14.4(1.0) R3513 14 x 14 (4.3x4.3) 16 (61) 7.6(0.53) 16x 16(4.9x4.9) 16(61) 7.6 (0.53) 18 x 18 (5.5x5.5) 19(72) 10.8 (0.75) 20 x 20 (6.1x6.1) 22(83.3) 3. Technical Data: Fl Res 76 Pendent and Recessed Pendent Nominal Sprinkler MwL Max. I Sprinkler Thread Orifice TempL Pmssue Antient K Length Size Inch no psi Teni Factor hch °F °c OF oc (mm) (bar) (mm) 3/4"NPT (R3/4) %' (13.5) 155 1751 68 79 175(12) 100 150 38 66 7.6 2.25 (57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Ptessur psi (bar) Sprinkler Identification Number (SIN) 12x 12(3.6x3.6) 21 7.6 (0.53) R7618 9.2(0.63) 14x 14(4.3x4.3) 21 7.6 (0.53) 16 x 16 (4.9x4.9) 21 7.6(0.53) 18 x 18 (5.5x5.5) 21 7.6 (0.53) 20 x 20 (6. 1 x6. 1) 23 Model Fl Res 30, 49, 58 & 76 • Model Fl Res 30, 49, 58 & 76 Recessed Pendent / FP I-P push-on/thread-off escutcheon - 2 5/8' [66.7mm] 0/A. 2 5/76" 0/A. HOLE IN CEILING [58. 7mm] CUP lx 1/2 REDUCER CUP CEILING MAX. FACEOF FITTING j TO FACE OF CEILING F---' DIMENSION COVER ADJUSTMENT / HEIGHT 3 5/16" 0/A. 1J5FC04D I [84.1mm] 'Fl RES 30, 49. 58 & 76 CCP PEND. Fig. 3 NOTE: The El Res 76 will use a 1 x 3/4"reducer, 2 5/8' DA [6& 7--j HOLE IN CEILING 2 5/76 W. (587nnJ Cup lXI/2W CEILING I 7/2 (38,7 )MAX F'ACE OF FIllING FO FACE OFCVLWG - -- - 73K. /2 FP AIIjusruEwr 'A' Fig. 4 ri CCP ODtions Data: Cover Adjustment CCP Height Inch (mm) Inch (mm) %(12.7) /i'6(24) /6(7.9) 3A(19) FP Data "A": FP Position Inch (mm) M. Recessed X6 (11) Mm. Recessed 15/ (24) Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent I FP Nominal Sprinkler CCP Asmi-bly Max. Max Spriinkler Thread Orifice Temp. pressureSize Temp, M11 K Length Inch Rallig Fç Temp. Factor Inch ( (mm) ) °F °C °F I I Y2" NFl 2y"(82) 155168 135 I 57 175(12) 1 1001 38 3.0 2.25 (R1/2) Max. Sprinkler Flow Pressure Sprinkler Spacing gpm (Lpm) psi (bar) Identification ft (m) Number (SIN) 12x 12,6x3.6) 80.3) 7.0 (0.48) R3511 13.4_(0.92) 14 x_14_(4.3x4.3) 11(41.6) Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent / FP ccp Nominal Sprinkler Max Spñlder Thread Orifice Temp Assem*Mwc Ambient K Length Size Inch Rating Temp. Ptessue Rating psi 'a Temp. Factor Inch (nni) (mm) °F_I_00 °F_I TO3 ½ 2.25 I I NFl X6 (11) 155168 1351 57 175(12) 4.9 (R½) I I Spacing Max. Sprinkler Flow Pressure Sprinkler ft (m) gpm (Lpm) psi (bar) Number (SIN) Identification 12 x 12 (3.6x3.6) 13(49) 7.0(0.48) 14 x14(4.3x4.3) 13(49) 7.0(0.48) 16x16(4.9x4,9) 14(53) 8.2(0.56) R3516 18 x_18_(5.5x5.5) 18(68.1) 13.5(0.93) ____ 20 x 20(6.1x6.1) 20(75.7) 16.7(1.14) - - suitable for installation in ceilings which have positive pressure in the space above. Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP cc Thread Orifice Ten!1 Pressure Antftt TempL Max Max Spñlder Nominal Sprinkler Assen1 K Length size Inch Ratlig ___Flating psi Temp. Factor Inch 1/2"NPT /"(13) 15568 13557 175 (12) 10038 8 2.25(57) (mm) °F I°C °F _0 (bar) °FI_°c (nITI) Spacing Max. Sprinkler flow Pressure Sprinkler ft (m) gpm (Lpm) psi (bar) Number (SIN)-- Identification x12(3.6x3.6) 16_(61) 7.6(0.53) 12 14 x14_(4.3x4.3) 16(61) 7.6(0.53) 16 x16(4.9x4.9) 16(61) 7.6(0.53) R3513 18x18(5.5x5.5) 19(72) 10,8(0.75) 20x20(6.1x6.1) 22(83.3) 14.4(1.0) Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP Nominal Sprinkler CCP Max Max Thread Orifice Temp,Assm" Pressure Ambient K Spulder Length Size Inch Rathg Rai___ psi Temp Factor Inch (rmn) (R3/4) (13.5) 1751_79 150 66 3/4"NPT l" 15568 135 _57 175(12) 10038 76 2.25(57) (mm) °F _°C °F_°c (bar) °F _0c ft (m) Max. Sprinkler Flow Pressure Sprinkler Spacing gpm (Lpm) psi (bar) Number (SIN) Identification 12_x_12_(3.6x3.6) 21 7.6(0.53) 14 x_14_(4.3x4.3) 21 7.6(0.53) 16 x_16_(4.9x4.9) 21 7.6(0.53) R7618 18 x 18 (5.5x5.5) 22 8.4_(0.58) 20x20(6.1x6.1) 25 10.8(0.74) Note: Sprinklers shown in Hg. 3 and Fig. 4 are not 5. Escutcheon. F2. Data: Type Adjustment Face of Fitting I to wall I Inch (mm) Inch (mm) I F2 X(13) Model Fl Res 44 & 58 HSW • Model Fl Res 44 & 58 Recessed HSW/F2 F2 escutcheon, " (13mm adjustment Technical Data: Fl Res 44 HSW & HSW/F2 Nominal Spiilder Max. Max. Spriiicier ilvead Orifice Ti Resa,e Ambient K Lngfli Size Inch Fiig psi Tenp.Pactor Inch °F °c iOC (mm) (bar) (mm) 1/2"NPT Y8"(10) 155 68 175 (12) 100 150 38 66 4.4 2.45 (62) Ma.Sptinlder Spacing ft (m) Ceiling Deflector Inch (mm) Sprinkler Temp. Rating OF (°C) Flow gpm (Lpm) E_75 Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101152) 12(45.4) 14 155 (68) 175 (79) R3531 x 14 (4.3x4.3) 155(68) 175(79) 14(53.0) 0.2(0.71) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 16(60.6) 13.3 (0.92) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 18(68.1) 16.8(l.16) 18 x 18 (5.5x5.5) 155 (68) 175(79) 19(72.0) 18.7(l.29) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23(87.1) 27.4(1.89) 12 x 12 (3.6x3.6) 6 -12 (152-305) 155 (68) 175 (79) 14(53.0) 10.2 (0.71) 27.4(1.89) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 16(60.6) 13.3 (0.92) 16 x 16(4.9x4.9) 155 (68) 175(79) 17(64.4) 15.0 (1.04) 16 x 18(4.9x5.5) 155 (68) 175 (79) 20 (75.7) 20.7(l.43) 16 x 20(4.9x6.1) 155 (68) 175 (79) 23(87.1) 91 Escutcheon, F2, Data: Type Adjustment I Face of Fitting I I to wall Inch (mm) Inch (mm) I F2 Y2 (13) 1(47174) Technical Data: Fl Res 58 HSW & HSW/F2 Nominal Spñikler Max. Max. Spni'ier Thad Orifice Teni pressure Ambient K Length Size Inch Riig psi Teni Faor Inch °F ° °t °c (mm) (bar) (mm) 1/2"NPT (R 112) )/2" (13) 155 1751 68 79 175(12) 100 150 38 I 66 5.8 2.45 (62) Ma. Sprinkler Spacing ft (m) Ceiling -- Deflector Sprinkler Temp. Rating °F (°C) Inch (mm) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175 (79) 16(60.6) 7.6(0.53) R3533 14 x 14 (4.3x4.3) 155 (68) 175 (79) 18(68.2) 9.7 (0.67) 16x 16(4.9x4.9) 155(68) 175(79) 21(79.5) 13.2 (0.91) 16 x 18(4.9x5.5) 155 (68) 1 175 (79) 25(94.7) 18.6(l.28) 16 x 20 (4.9x6. 1) 155 (68L 175(79) 29(109.8) 25(1.73) 12 x 12 (3.6x3.6) 6-12 (152-305) 155(68) 175 (79) 22(83.3) 14.4(1.0) 28.6 (1.97) 14 x 14 (4.3x4.3)— 155(68) 175(79) 22(83.3) 14.4(1.0) 16x 16(4.9x4.9) 155(68) 175(79) 26(98.4) 20.1 (1.39) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 31(117.4) 7. Model Fl Res 44 SWC 7I) I 7/4 [3I.75mm] Maximum Face Of Fitting To Woll Oi,,,ension 7X I/2 Reducer -7 4 to 12' (IOI.6O,nn To 304.80mrnJ PUSH ON COVER. THEN TURN TO AOJUST UNtIL now AGAINST WALL. Recom,nendedWall Hole 25116- TURN COLLAR UNTIL SPRINKLER 1 21152- WRENCH _::1 SJ5FVO7 Adjustment Fl RES 44 SWC Fig. 5 Technical Data: Fl Res 44 SWC Nominal Orifice Sp.ilder Temp. Ten COTeni Rati-Ig rnax. Max. An1Teni K Sprinkler Length Size Inch Rating psi Fcr hch CF CC CF I °c OF ___________ (mm) (bar) CC (mm) 1/2"NPT (R½) /(1O) 155 68 135 57 175(12) 100 38 4.4 2.45(62) Ma.Spnnkler Spacing ft (m) Ceiling Deflector Inch (mm) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 13(49.2) 8.7 (0.60) R3531 20.7(1.43) 14 x 14 (4.3x4.3) 14(53.0) 10.2(0.71) 16 x 16 (4.9x4.9) 17(64.3) 15.0(1.1) 16x 18(4.9x5.5) 19(71.8) 18.7(l.13) 16 x 20 (4.9x6.1) 23(87.1) 27.4(1.89) 12 x 12 (3.6x3.6) 6-12 (152-305) ________ 14(52.9) 10.2(0.71) 14 x 14 (4.3x4.3) 15 (56.7) 11.7 (0.81) 16x16(4.9x4.9) 18(68.1) 16.8(1.16) 16 x 18 (4.9x5.5) 20(75.6) EI Escutcheon. F2. Data: Type Adjustment Face of Fitting to wall Inch (mm) Inch (mm) F2 X(13) y 1y(47174)I FA • Model Fl Res 40 Recessed Model Fl Res 40 HSW HSW/F2 F2 escutcheon, /2" (13mm) adjustment 135FC05 Fig. 6 FACE OF FIT7ING TO WALL DIMENSION - 7 7/4 MIN. -2 7/4 HOLE ON. [57.2,,,m] CEILING TO DEFLECTOR 7/2REOUCER DIMENSION 1 15116- DL4 1 2 27 /32 OL& TURN COLLAR UN7IL TIGHT AGAINST SPRINKLER WRENCH BOSS. - 7/2 [73c,] 135FG06-C ADJUSTMENT Fl RES 58. 44 & 40 HSW/F2 Fig. 7 Technical Data: Fl Res 40 HSW & HSW/F2 Nominal Sprilder Max Sp.iiider Thread Orifice Temp. Ambient K Length Stze Inch Fklu p Ten Factor hch c I cc °F cc (mm) (bar) (mm) 1/2"NPT y"(10) 155 175 68 79 175(12) 100 150 38 I 66 4.0 2.45(62) Max. Sprinkler Ceiling -to- Sprinkler Temp. ROW Pressure Sprinkler Spacing Deflector Rating gpm psi (bar) Identification ft (m) Inch (mm) °F (°C) (Lpm) Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155(68) 175 (79) 13 (49.0) 10.6(0.73) R3538 14 x 14(4.3x4.3) 155 (68) 175 (79) 16(60.5) 16 x 16 (4.9x4.9) 155(68) _______ 17(64.3) 18.1 (1.24) 16x 16(4.9x4.9) 175(79) 18(68.1) 20,2(1.39) 16 x 18(4.9x5.5) 155 (68) 175 (79) 20(75.7) 25.0 (1.72) 18 x 18 (5.5x5.5) 155(68) 175 (79) 22 (83.3) 30.2(2.08) 25.0(1.72) 16 x 20 (4.9x6. 1) 155(68) 175(79) 23(87.0) 33.1 (2.28) 12 x 12 (3.6x3.6) 6-12 (152-305) 155 (68) 175 (79) 13(49.0) 10.6(0.73) 14x 14(4.3x4.3) 155(68) 175(79) 17(64.3) 18.1 (1.24) 16x 16(4.9x4.9) 155(68) 175(79) 20(75.7) Finishes(l) Standard Finishes Sprinkler Fl, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White Polyester White Painted Coated Special Application Finishes Sprinkler Fl, F2, Escutcheons Cover Plates Bright Brass Bright Brass Bright Brass Black Plated Black Plated Black Plated Black Paint Black Paint Black Paint Off White Off White Off White Satin Chrome Satin Chrome Satin Chrome (1> Other finishes and colors are available on special order. Consult factory for details. Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Maintenance Model El Res 30, 49, Fl Res 58, Fl Res 76, Fl Res 44 and Fl Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove 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. Prior to installation, sprinklers ,should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model Fl Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model El Res 30, 49 & 58, SIN R3511, R3516&R3513 (Bulletin 135). Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Cover Plate Finish Model Fl Res 49 & 58 Recessed PendentlFl, Model Fl Res 30,49 & 58 Recessed Pendent/F2, Model Fl Res 30,49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/e over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (7911C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4" adjustment (Model El)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass] [bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 3.0, 49 & 58 Recessed Pendent/Fi] [Model El Res 30, 49 & 58 Recessed Pendent/F2] [Model El Res 30, 49 & 58 Recessed Pendent/EP] SIN R3511, R3516 & R3513 (Bulletin 135). 00 Model Fl Res 30,49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 m glass bulb containing no plastic parts, and having a temperature rating of 1550F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl RES 40 and Fl Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model Fl Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-F)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 40, SIN R3538 (Bulletin 135). Model Fl Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 40 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 40/F2, SIN R3538 (Bulletin 135). Model Fl Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-F)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, SIN R3531 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with 'recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall beasteel, two-piece escutcheon with 1/2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). Model Fl Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 76, SIN R7618 (Bulletin 135). Model Fl Res 76 Recessed PendentlFl, Model Fl Res 76 Recessed PendentIF2, Model Fl Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineerd to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (791C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendent/Fl] [Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model Fl Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 76 CCP, SIN R7618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent 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 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. I- • (800) 431-1588 Sales Offices Recycled I (800) 848-6051 Sales Fax \/ Paper (914) 829-2042 Corporate Offices Revision lines indicate updated or new data. w.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 06/08 P/N 9999970235 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 510 CPVC - STEEL - COPPER HANGER SIZE - 3/4" thru 3" pipe. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTING/APPROVAL - 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Hanger in listed mounting positions - Top, Bottom or Side. Also, provides stability on vertical piping. INSTALLATION - Per NFPA 13, 13R, 13D and CPVC manufacturers instructions on top, bottom or side of building element. Space by pipe type. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 in WOOD: 3/4" - 3" CPVC pipe - #905 screw - no pre-drill. 3/4" - 3" Copper pipe - #905 screw - no pre-drill. 3/4" - 3" Steel pipe - 1/4"x 11/2" lag screw - no pre-drill. in STEEL - mm. 18 GA. 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Steel pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. *CAN ALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shalt NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 2/08 Side View - For Drawings Below Hanger - Wood Stud Hanger - Metal Stud P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 511 SIDE MOUNT CPVC - COPPER HANGER SIZE - 3/4" thru 2" pipe. MATERIAL -. Carbon Steel. FINISH - Mu. Galvanized. LISTING/APPROVAL - ®an 203 - EX 4231, EX 2551 FUNCTION - Hanger on CPVC and Copper pipe. INSTALLATION - Per NFPA 13,13R, 13D and CPVC manufacturers instructions on top or bottom of beam. Space by pipe type SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre-drill. 3/4" - 2" Copper pipe - #905 screw - no pre-drill. in STEEL - mm. 18 GA. 3/4" - 2" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCONwitl NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 2/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 513 CPVC - STEEL - COPPER HANGER SIZE - 3/4" thru 2" pipe. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTING/APPROVAL - 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Tab up = Hanger. INSTALLATION - Per NFPA 13,13R and 13D on side or top of beam. Space by pipe type. SPECIAL NOTE When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre-drill. 3/4" - 2" Copper pipe - #905 screw - no pre-drill. 3/4" - 2" Steel pipe - 1/4"x1 1/2" lag screw - no pre-drill. FEATURES * Offset edge eliminates abrasion. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 2/08 P 5 ~4 -0 nizo I P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 514 #905 #906 3.00 OFFSET CPVC HANGER SIZE - 3/4" thru 3"pipe. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized.. LISTING/APPROVAL - 203 - EX 4231, EX 2551 PATENT - No. 6,648,278. FUNCTION - 314"-2" Hanger/restrainer for horizontal CPVC, Copper or Steel pipe. Listed hanger/restrainer in all 3 mounting positions, i.e. vertical surface and both top and bottom of horizontal surface. Provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Size 2 %" Hanger for horizontal CPVC pipe. Listed hanger in all 3 mounting positions. i.e. vertical surface and both top and bottom of horizontal surface. Size 3" Hanger for horizontal CPVC pipe in two mounting positions, side and bottom. i.e. vertical surface and bottom of horizontal surface. Stabilizes vertical piping by providing horizontal restraint. INSTALLATION - Per NFPA 13,13R and 13D. Space by pipe type. Install on wood, concrete or steel - See Drawings. Snap over pipe then squeeze strap back allowing pipe to slide freely. Listed When #905 threads are exposed in wood, install #906 backing nut. 3/4 SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 WOOD - 3/4" - 3" CPVC pipe - #905 screw- no pre-drill. 3/4" - 2" Copper pipe - #905 screw- no pre-drill. 3/4" - 2" Steel pipe - 1/4"x1 1/2" lag screw - no pre-drill. Thru 5/8" gypsum board - 1/4" x 2" lag screw. STEEL - mm. 18 GA. - 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Steel pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fastener = 5(wt)+2501bs. 2 FEATURES * 1 1/2" Offset - loose fit allows pipe to slide. * 3/4" and 1" pipe size made with common center-line. * Patented design for superior strength. * Offset edge eliminates abrasion. * AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. AFCON #906 backing nut sold separately. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCONproducts including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the followingwarranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 6/08 Pipe Manufactured for Viking SupplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.) egg!!g - 1 Size •Part 3/4" Number y 34PIPE 240 ft 1PIPE 150 ft 1-1/4" 114P1PE 105 ft 1-1/2" 112P1PE 75 ft 2PIPE 60 ft 2-1/2" 212PlPE 30 ft 3PIPE 15 It BlazeMaster® CPVC fittings are manufactured/supplied for Viking SupplyNet by NIBCO, Inc. Standard Fittings Size 3/4" t Number V5011-007 Box Qty. 250 1" V5011-010 100 1-1/4" V5011-012 25 1-1/2" V5011-015 25 -The I Part Number I Box Qty. Tee (continued) V5011-020 2 2-1/2" V5011-025 1 V5011-030 1 Tee Reducing Tee C:j Size 3/4"x3/4'xl" Part NumberBox V5011 R-102 Qty. 10 1"x3/4"x3/4" V5011 R-125 100 1"x3/4"xl" V5011 R-126 10 1"xl"x3/4" V5011 R-131 100 1-1/4"xl"0/4" V5011 R-157 5 1-1/4"xl"x1" V5011 R-158 25 1-114"xl"x1-114" V5011 R-159 5 1-1/4"xl-1/4"x3/4" V5011R-167 25 1-1/4"x1-1/4"xl" V5011 R-168 25 1-1/4"x1-114"xl-1/2" V501 R-169 5 1-1/2"xl-1/4"x3/4" V5011 R-201 5 1-112"x1-1/4"xl" V5011 R-202 5 1-1/2"xl-1/2"x3/4" V5011 R-.210 25 1-1/2"xl-112"xl" V5011 R-211 25 Size I Part Number Box Qty. Reducing Tees (continued) 1-112"xl-1/2"xl-1/4" V5011 R-212 5 1-1/2"xl-1/2"x2" V5011 R-213 5 2"x2"x3/4" V5011 R-248 2 2"x2"xl" V5011 R-249 10 2"x2"xl-1/4" V5011 R-250 2 2"x2"x1-1/2" V5011R-251 2 2-1/2"x2-1/2"x l" V5011 R-289 1 2-1/2"x2-1/2"xl-1/4" V5011 R-290 1 2-1/2"x2-1/2"xl-112" V5011 R-291 1 2-1/2"x2-1/2"x2" V5011 R-292 1 3"x3"xl-1/2" V5011 R-337 1 3"x3"x2" V5011 R-338 1 3"x3"x2-1/2" V5011 R-339 1 www.vikinggroupirtc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. Size I Part Number I Box I!11'j 450 Elbow (continued) V5006-020 2 2-1/2" V5006-025 V5006-030 1 450 Elbow Standard Fittings continued from Page 1 900 Elbow Size 3/4" Part Number V5007-007 Box Qty. 250 V5007-010 100 1-1/4" V5007-012 25 1-1/2" V5007-015 25 V5007-020 j 10 Size I Part Number I Box Qty. 900 Elbow (continued) 2-1/2" V5007-025 1 V5007-030 1" x 3/4" V5007R-131 100 Cross 14' 3/4" iNumber V5035-007 Box Qty. 10 1" V5035-010 100 1-1/4" V5035-012 5 1-1/2" V5035-015 6 2" V5035-020 4 Size I Part Number I Box Qty. Cross (continued) 2-1/2" V5035-025 4 3" V5035-030 1 1 "xl "x3/4"x3/4" V5035R-131 10 Coupling 0, Size 3/4" Part Number V5001-007 Box Qty. 250 1" V5001-010 100 1-1/4" V5001-012 25 1-1/2" V5001-015 25 Size I Part Number I Box Qty. Coupling (continued) 2' V5001-020 10 2-1/2" V5001-025 1 3" V5001-030 Reducing Coupling Size 1" x3/4' Part Number V5001 R-131 Box Qty. 10 1-1/4" x 1" V5001 R-168 5 1-1/2' x 3/4" V5001 R-210 5 1-1/2" x 1' V5001 R-211 5 Size I •irt Number Box Qty. Reducing Coupling (continued) 1-1/2"x 1-1/4" V5001 R-212 5 2" x 1" V5001 R-249 2 2' x 1-1/2' V5001 R-251 2 Bushing Ci Size 1"x314' Part Number V5018-131 Box 11 100 1-1/4" x 3/4" V5018-167 25 1-1/4" x 1' V5018-168 25 1-1/2" x 3/4" V5018-210 5 1-1/2" x 1" V5018-211 25 1-1/2" x 1-1/4' V5018-212 25 2" x 3/4" V5018-248 2 2" x 1" V5018-249 2 Size Part Number Box Qty. Bushing (continued) 2" x 1-1/4" V5018-250 2 x 1-1/2' V5018-251 2 2-1/2" x 1-1/4" V5018-290 1 2-1/2" x 1-1/2" V5018-291 1 2-1/2" x 2" V5018-292 1 3" x 2" V5018-338 x 2-1/2" V5018-339 1 Cap Size 3/4" Part Number V5017-007 Box Qty 250 1" V5017-010 100 1-1/4" V5017-012 5 1-1/2" V5017-015 5 Size I Part Number —1 Box Qty. Cap (continued) V5017-020 2 2-1/2" V5017-025 V5017-030 1 www.vikinggroupinc.com Sprinkler Head Adapters BRASTIC° Sprinkler -- •PailiF Number IBox !11'j Head Adapter II 3/4" x 1/2" V5003SBT-101 100 1" x 1/2" V5003SBT-130 50 Brass starter thread molded into plastic, virtually eliminating cross-threading. Female Sprinkler Head Size Part Number Box Qty. Adapter with Metal Thread Insert 3/4" X 1/2" V50035B1101 100 CA 1" x 1/2" V5003SB1-130 50 1" x 3/4" V50035B1-131 10 Spigot Female Sprinkler Size Part NumberBox Qty Head Adapter with Metal Thread Insert 3/4" X 1/2" V500325B1-101 100 1" x 1/2" V50032S81-130 50 (j, I I Sprinkler Head 90 with Metal Thread Insert QO 'IrA- 3/4" x 1/2" Part Number V50073SB1-101 Box Qty. 100 1" x 1/2" V500735B1-130 50 1" x 3/4" V500735B1-131 10 1-1/4" x 1/2" V500735B1-166 5 Sprinkler Head Tee with Metal Thread Insert lc~ij 'IrA' lxi "xl" Part Number V50125B1-010 Box Qty. 50 3/4"0/4"xl/2" V50125B1-101 10 1"xl"xl/2" V50125B1-130 50 1-1/4"xl-1/4"xl/2" V50125B1-166 5 1-112"xi-1/2"xl/2" V5012SBI-209 5 2"x2"xl/2" V5012SBI-247 2 'IrA' Part Number I Box QtY. Sprinkler Head Tee w/Metal Thread Inserts (continued) 1"x314"x112" V5012R5B1-124 10 1-1/4"xl"x112" V5012RSB1-156 5 1-1/2"xl-114"xl/2" V5012R5B1-199 5 2"xl-1/2"x112" V5012RSB1-237 2 1 x1/2 x1 V5014R5B1-122" 10 *Socket x FIPT x Socket Sprinkler Head Back to ,,., Part Number Box I.'1I'1 Back Cross with Metal Thread Insert 1x1"xl/2"x1/2" 1-1/8" V50353SBlS-130 1 - lxl"xl/2"xl/2" 1-15/16" V50353SBlL-130 1 Back to Back Tee with Size Part Number Box Qty Metal Threads Insert 112"xl/2"xl" 1-1/8" V5011335B1S-075 48 61 1 1/2"xl/2"xl" 1-15/16" V501133SB1L-075 48 Size •iTTiT I Box Ii11 Test Plug 1/2" V450-005 50 U www.vikinggroupinc.com Transition Fittings Female Adapter with Size 1!?1I Box Qty. '' Part Box fIQty. Metal Thread Insert 3/4" VS003BI-007 10 Female Adapter w/Metal Thread Inserts (continued) 1" V5003Bl-010 50 1-1/2" V5003B1-015 I c1iIIII? 1-1/4" V5003B1-012 5 2" V5003131-020 2 Spigot Female Adapter Size ITTT1 Box Qty. ii with Metal Thread Insert 3/4W V50032B1-007 10 V50032B1-010 10 Male Adapter with Size Part Number Box Qty. - ir Part Number Box Qty. Metal Thread Insert 3/4" V5004B1-007 10 Male Adapter w/Metal Thread Inserts (continued) V5004Bl-010 10 1-1/2" V5004B1-015 F 1-1/4" V5004Bl-012 5 2" V5004B020 2 Grooved Coupling Size itii Box Qty. - 1 ipx I Part Number Box Qty. Adapter 1-1/4" V5001 G-012 30 Grooved Coupling Adapter (continued) 1-1/2" V5001 G-015 25 2-1/2" V5001G-025 10 V5001 G-020 15 V5001 G-030 8 Standard Union O(D Size 3/4" Part Number V5033E-007 Box wj 1 1" V5033E-010 1 1-1/4" V5033E-012 1-1/2" V5033E-015 1 - ipx I Part Number I Box Qty. Standard Union (continued) V5033E-020 1 2-1/2" V5033E-025 1 V5033E-030 1 Accessories Solvent Cement Size Part Number Box Qty Size Part Number J Box Qty Quart V5097Q 12 Pint V5097P 12 Dauber Size Part Number Box Qty Small V5093-S 100 Large V5093-L 100 77 Size Part Number Box Qty Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions, c®us <~> @ APPROVED www.vikinggroupinc.com September 2010 No. 162 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: 12 Pacifi SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 1835 Buena Vista Way CITY: Carlsbad PHONE: (951) 667-4220 x348 FAX NUMBER: Largest Building (ft.2): 3 Sprinkled? YES Construction Type: new SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Loker Ave E east of El Fuerte Street TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 75 PSI Hydrant Number (if applicable):new Elevation of test: 157 Feet Main Size: 10 INCH Pressure Zone: 330 Feet Date/Time of Test: Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 3.050 GPM Residual Pressure 43 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi of 4,585 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 3,050 gpm. There was no specific request for fire flow from the Client or Fire Department. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: JenniferR.Mael.P.E. Eng. Lic. No. (if applicable): C69606 Signature:________________________________ Title/Orgf1ect_Manager Date: 08/17/2018 I11. N Project Site Fire Flow Test A \ \\ \\ \ Location (new hydrant) Op NK #162 1835 Buena Vista Way - Fire Flow Analysis