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Home My WebLink About859 HOME AVE; ; FPR2018-0148; Permitc,r,c- i ty of Carlsbad Print Date: 12/03/2020 Job Address: 859 HOME AVE, CARLSBAD, CA 92008-1822 Permit Type: FIRE-Construction Residential Work Class: Parcel #: Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Project Title: Description: HOME AVE-SPRINKLER Permit No: FPR2018-0148 Status: Closed - Finaled Single Family Fire Sprinkl Applied: 09/13/2018 Issued: 12/03/2019 Finaled Close Out: 12/03/2020 Inspector: Final Inspection: Applicant: FPContractor: SEXTON FIRE PROTECTION SEXTON COMPANY INC BRENT SEXTON 12222 WOODSIDE AVE, # 132 12222 W000SIDE AVE, # APT 132 LAKESIDE, CA 92040-3869 LAKESIDE, CA 92040-3000 (619) 454-6945 (619) 454-6945 FEE AMOUNT Fire Inspection Fee Manual $136.00 FIRE NFPA 13D Single Family System (Insp/Bldg) $125.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 Total Fees: $507.00 Total Payments To Date: $507.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 760-602-8561 f I www.carlsbadca.gov ff'2c— 0 1 +9 ~~A /N-I/ L-~ F'(2 a Ff Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave. # 132 Lakeside, Ca. 92040 619-454-6945 Job Name : Carlsbad Village - Plan 1 Building : Residence Location : 849 Home Ave. System : I Contract : 849 Data File : Design Area 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Sexton Fire Protection Page 1 Carlsbad Village - Plan 1 Date 8-31-18 HYDRAULIC DESIGN INFORMATION SHEET Name - Carlsbad Village - Plan 1 Date - 8-31-18 Location - 849 Home Ave. Building - Residence System No. - 1 Contractor - Sexton Fire Protection Contract No. - 849 Calculated By - Sexton Fire Protection Drawing No. - 849 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: ( )1 (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 TYCO Model LFII Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 26.32 Psi Required 33.529 TEST Summary C-Factor Used: Overhead 150 Underground 150 S Y S T E N D E S I G N Pump Data: Tank or Reservoir: Rated Cap. Cap. 8 Psi Elev. Elev. Other Well Proof Flow Gpm W Water Flow Test: A Date of Test - 3-16-18 T Time of Test - E Static (Psi) - 77 R Residual (Psi) - 64 Flow (Gpm) - 1625 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 Sexton Fire Protection Page 2 Carlsbad Village - Plan I Date 8-31-18 City Water Supply: Demand: Cl - Static Pressure : 69.3 Dl - Elevation : 12.473 C2 - Residual Pressure: 57.6 D2 - System Flow : 31.318 C2 - Residual Flow : 1625 D2 - System Pressure : 61.918 Hose ( Demand) D3 - System Demand : 31.318 Safety Margin : 7.374 150 140 130 p120 R° E10° S90 s 80 U 70 - C2 R 60 0 E5° 40 30 20 10 --Dl- • 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Sexton Fire Protection Page 3 Carlsbad Village - Plan 1 Date 8-31-18 Fitting Legend Abbrev. Name % % 1 1% 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 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 - Bianch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC 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 I NFPA 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Sexton Fire Protection Page 4 Carlsbad Village - Plan 1 Date 8-31-18 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. Hi 27.8 4.9 7.04 na 13.0 0.05 256 7.039 H2 27.8 4.9 7.39 na 13.32 0.05 256 7.0 H3 27.8 8.45 na H4 18.5 13.02 na H5 18.5 13.02 na Di 28.3 7.05 na 1 28.3 7.34 na D2 28.3 7.34 na 2 28.3 8.02 na 3 28.3 8.78 na 4 19.0 14.39 na 5 19.0 15.31 na 6 8.6 21.62 na 7 8.6 23.45 na 1.1 28.3 7.89 na D3 28.3 8.23 na 101 28.3 8.36 na D4 19.0 12.8 na 201 19.0 12.8 na D5 19.0 12.8 na TOR 8.6 25.41 na BOR 2.0 33.53 na 5.0 UGI -3.0 35.89 na UG2 -6.0 37.83 na UG3 -6.0 46.48 na METE -6.0 50.55 na TEST -1.0 61.92 na The maximum velocity is 12.92 and it occurs in the pipe between nodes METE and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Sexton Fire Protection Page 5 Carlsbad Village - Plan 1 Date 8-31-18 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 13.00 1.101 N 7.0 0.417 7.039 K Factor =4.90 to 150.0 0.0 7.000 -0.217 Di 13.0 0.0307 0.0 7.417 0.228 Vel = 4.38 0.0 13.00 7.050 K Factor= 4.90 H2 13.32 1.101 0 5.0 0.417 7.387 K Factor =4.90 to 150.0 0.0 5.000 -0.217 D2 13.32 0.0321 0.0 5.417 0.174 Vel = 4.49 0.0 13.32 7.344 K Factor= 4.92 H3 0.0 1.101 N 7.0 0.417 8.445 to 150.0 0.0 7.000 -0.217 D3 0.0 0.0001 0.0 7.417 0.001 Vel = 0 0.0 0.0 8.229 K Factor = 0 H4 0.0 1.101 N 7.0 0.417 13.020 to 150.0 0.0 7.000 -0.217 D4 0.0 0.0 0.0 7.417 0.0 Vel = 0 0.0 0.0 12.803 K Factor =0 H5 0.0 1.101 N 7.0 0.417 13.020 to 150.0 0.0 7.000 -0.217 D5 0.0 0.0 0.0 7.417 0.0 Vel = 0 0.0 0.0 1.2.803 K Factor = 0 Dl 13.00 1.101 0 5.0 4.417 7.050 to 150.0 0.0 5.000 0.0 1 13.0 0.0307 0.0 9.417 0.289 Vel = 4.38 1 -10.99 1.101 R 1.0 4.750 7.339 to 150.0 0.0 1.000 0.0 D2 2.01 0.0009 0.0 5.750 0.005 Vel = 0.68 D2 13.32 1.101 R 1.0 8.250 7.344 to 150.0 N 7.0 8.000 0.0 2 15.33 0.0416 0.0 16.250 0.676 Vel = 5.17 2 0.0 1.101 R 1.0 12.167 8.020 to 150.0 0 5.0 6.000 0.0 3 15.33 0.0416 0.0 18.167 0.756 Vel = 5.17 3 10.99 1.101 0 5.0 9.000 8.776 to 150.0 0.0 5.000 4.028 4 26.32 0.1130 0.0 14.000 1.582 Vel = 8.87 4 0.0 1.101 N 7.0 1.167 14.386 to 150.0 0.0 7.000 0.0 5 26.32 0.1131 0.0 8.167 0.924 Vel = 8.87 5 0.0 1.101 N 7.0 9.000 15.310 to 150.0 0.0 7.000 4.504 6 26.32 0.1131 0.0 16.000 1.809 Vel = 8.87 6 0.0 1.101 R 1.0 10.167 21.623 to 150.0 0 5.0 6.000 0.0 7 26.32 0.1131 0.0 16.167 1.828 Vel = 8.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Sexton Fire Protection Page 6 Carlsbad Village - Plan 1 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 0.0 1.101 2N 14.0 3.333 23.451 to 150.0 0.0 14.000 0.0 TOR 26.32 0.1131 0.0 17.333 1.960 Vel= 8.87 0.0 26.32 25.411 K Factor= 5.22 1 10.99 1.101 3R 3.0 14.667 7.339 to 150.0 N 7.0 10.000 0.0 1.1 10.99 0.0225 0.0 24.667 0.554 Vel = 3.70 1.1 0.0 1.101 0 5.0 9.917 7.893 to 150.0 0.0 5.000 0.0 D3 10.99 0.0225 0.0 14.917 0.336 Vel = 3.70 0.0 10.99 8.229 K Factor= 3.83 D3 10.99 1.101 0 5.0 0.750 8.229 to 150.0 0.0 5.000 0.0 101 10.99 0.0224 0.0 5.750 0.129 Vel = 3.70 101 0.0 1.101 N 7.0 6.583 8.358 to 150.0 0 5.0 12.000 0.0 3 10.99 0.0225 0.0 18.583 0.418 Vel = 3.70 0.0 10.99 8.776 K Factor= 3.71 D4 0.0 1.101 N 7.0 10.000 12.803 to 150.0 0 5.0 12.000 0.0 201 0.0 0.0 0.0 22.000 0.0 Vel = 0 201 0.0 1.101 2N 14.0 29.500 12.803 to 150.0 2R 2.0 21.000 -4.028 3 0.0 0.0 0 5.0 50.500 0.001 Vel = 0 0.0 0.0 8.776 K Factor = 0 D5 0.0 1.101 0 5.0 2.000 12.803 to 150.0 0.0 5.000 0.0 201 0.0 0.0 0.0 7.000 0.0 Vel = 0 0.0 0.0 12.803 K Factor = 0 TOR 26.32 1.101 S 9.563 6.600 25.411 to 150.0 E 3.825 13.387 5.858 * * Fixed Loss = 3 BOR 26.32 0.1131 Fsp 0.0 19.987 2.260 Vel = 8.87 BOR 5.00 1.985 T 12.407 4.000 33.529 Qa = 5.00 to 150.0 E 6.204 18.610 2.166 UG1 31.32 0.0088 0.0 22.610 0.199 Vel = 3.25 UG1 0.0 2.067 4E 30.221 57.417 35.894 to 150.0 0.0 30.221 1.299 UG2 31.32 0.0073 0.0 87.638 0.637 Vel = 2.99 UG2 0.0 1.025 3E 8.1 3.000 37.830 to 150.0 Zwa 0.0 8.100 6.200 * * Fixed Loss = 6.2 UG3 31.32 0.2210 0.0 11.100 2.453 Vel = 12.18 UG3 0.0 1.049 0.0 0.333 46.483 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 METE 31.32 0.1982 0.0 0.333 0.066 Vel = 11.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - Sexton Fire Protection Page 7 Carlsbad Village - Plan 1 Date 8-31-18 Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn METE 0.0 0.995 0.0 53.000 50.549 to 150.0 0.0 0.0 -2.166 TEST 31.32 0.2554 0.0 53.000 13.535 Vel = 12.92 0.0 31.32 61.918 KFactor= 3.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AL F~~W~~V~q - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave. # 132 Lakeside, Ca. 92040 619-454-6945 Job Name : Carlsbad Village - Plan 1 Building : Residence Location : 849 Home Ave. System : I Contract : 849 Data File : Design Area 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Li - Sexton Fire Protection Carlsbad Village - Plan 1 HYDRAULIC DESIGN INFORMATION SHEET Name - Carlsbad Village - Plan 1 Date - 8-31-18 Location - 849 Home Ave. Building - Residence System No. - 1 Contractor - Sexton Fire Protection Contract No. - 849 Calculated By - Sexton Fire Protection Drawing No. - 849 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD Page 1 Date 8-31-18 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 TYCO Model LFII Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4,9 Note: Temperature Rating 165 Calculation Gpm Required 20.02 Psi Required 35.389 TEST Summary C-Factor Used: Overhead 150 Underground 150 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 D E S I G N Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm W Water Flow Test: A Date of Test - 3-16-18 T Time of Test - E Static (Psi) - 77 R Residual (Psi) - 64 Flow (Gpm) - 1625 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 Sexton Fire Protection Page 2 Carlsbad Village - Plan I Date 8-31-18 City Water Supply: Demand: Cl - Static Pressure : 69.3 Dl - Elevation : 12.473 C2 - Residual Pressure: 57.6 D2 - System Flow : 25.024 C2 - Residual Flow : 1625 D2 - System Pressure : 60.841 Hose ( Demand) D3 - System Demand : 25.024 Safety Margin : 8.454 150 140 130 p120 R11° E10° 390 580 U 70 - C2 R 60 - - p E5° -- 40 30 20 10 • --Dl— _L_ .•• I I I I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N ' 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fillings Used Summary t a Sexton Fire Protection Page 3 Carlsbad Village - Plan 1 Date 8-31-18 Fitting Legend Abbrev. Name % % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC 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 Zwa Watts 007 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. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Sexton Fire Protection Node No. Elevation K-Fact Pt Actual Pn Hi 27.8 17.58 na H2 27.8 17.64 na H3 27.8 4.9 16.7 na H4 18.5 21.99 na H5 18.5 21.99 na Di 28.3 17.37 na 1 28.3 17.37 na D2 28.3 17.42 na 2 28.3 17.58 na 3 28.3 17.75 na 4 19.0 22.73 na 5 19.0 23.29 na 6 8.6 28.88 na 7 8.6 29.99 na 1.1 28.3 17.13 na D3 28.3 16.99 na 101 28.3 17.17 na D4 19.0 21.78 na 201 19.0 21.78 na D5 19.0 21.78 na TOR 8.6 31.17 na BOR 2.0 38.39 na UG1 -3.0 40.69 na UG2 -6.0 42.41 na UG3 -6.0 50.03 na METE -6.0 54.07 na TEST -1.0 60.84 na The maximum velocity is 10.32 and it occurs in the pipe between nodes METE and TEST Page 4 Date 8-31-18 Flow Density Area Press Actual Req. 20.02 0.05 400 16.7 5.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations - Hazen-Williams Sexton Fire Protection Page 5 Carlsbad Village - Plan 1 Date 8-31-18 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 1.101 N 7.0 0.417 17.582 to 150.0 0.0 7.000 -0.217 Dl 0.0 0.0001 0.0 7.417 0.001 Vel = 0 0.0 0.0 17.366 K Factor = 0 H2 0.0 1.101 0 5.0 0.417 17.637 to 150.0 0.0 5.000 -0.217 D2 0.0 0.0002 0.0 5.417 0.001 Vel = 0 0.0 0.0 17.421 K Factor =0 H3 20.02 1.101 N 7.0 0.417 16.700 K Factor =4.90 to 150.0 0.0 7.000 -0.217 D3 20.02 0.0682 0.0 7.417 0.506 Vel = 6.75 0.0 20.02 16.989 K Factor= 4.86 H4 0.0 1.101 N 7.0 0.417 21.992 to 150.0 0.0 7.000 -0.217 D4 0.0 0.0001 0.0 7.417 0.001 Vel = 0 0.0 0.0 21.776 K Factor =0 H5 0.0 1.101 N 7.0 0.417 21.992 to 150.0 0.0 7.000 -0.217 D5 0.0 0.0001 0.0 7.417 0.001 Vel = 0 0.0 0.0 21.776 K Factor = 0 Dl 0.0 1.101 0 5.0 4.417 17.366 to 150.0 0.0 5.000 0.0 1 0.0 0.0 0.0 9.417 0.0 Vel = 0 1 6.91 1.101 R 1.0 4.750 17.366 to 150.0 0.0 1.000 0.0 D2 6.91 0.0096 0.0 5.750 0.055 Vel = 2.33 D2 0.0 1.101 R 1.0 8.250 17.421 to 150.0 N 7.0 8.000 0.0 2 6.91 0.0095 0.0 16.250 0.154 Vel = 2.33 2 0.0 1.101 R 1.0 12.167 17.575 to 150.0 0 5.0 6.000 0.0 3 6.91 0.0095 0.0 18.167 0.173 Vel = 2.33 3 13.11 1.101 0 5.0 9.000 17.748 to 150.0 0.0 5.000 4.028 4 20.02 0.0682 -- 0.0 14.000 0.955 Vel = 6.75 4 0.0 1.101 N 7.0 1.167 22.731 to 150.0 0.0 7.000 0.0 5 20.02 0.0682 0.0 8.167 0.557 Vel = 6.75 5 0.0 1.101 N 7.0 9.000 23.288 to 150.0 0.0 7.000 4.504 6 20.02 0.0682 0.0 16.000 1.091 Vel= 6.75 6 0.0 1.101 R 1.0 10.167 28.883 to 150.0 0 5.0 6.000 0.0 7 20.02 0.0682 0.0 16.167 1.102 Vel = 6.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations - Hazen-Williams - Sexton Fire Protection Page 6 Carlsbad Village - Plan 1 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 0.0 1.101 2N 14.0 3.333 29.985 to 150.0 0.0 14.000 0.0 TOR 20.02 0.0682 0.0 17.333 1.182 Vel = 6.75 0.0 20.02 31.167 KFactor= 3.59 1 -6.91 1.101 3R 3.0 14.667 17.366 to 150.0 N 7.0 10.000 0.0 1.1 -6.91 -0.0095 0.0 24.667 -0.235 Vel = 2.33 1.1 0.0 1.101 0 5.0 9.917 17.131 to 150.0 0.0 5.000 0.0 D3 -6.91 -0.0095 0.0 14.917 -0.142 Vel = 2.33 0.0 -6.91 16.989 KFactor= -1.68 D3 13.12 1.101 0 5.0 0.750 16.989 to 150.0 0.0 5.000 0.0 101 13.12 0.0313 0.0 5.750 0.180 Vel = 4.42 101 0.0 1.101 N 7.0 6.583 17.169 to 150.0 0 5.0 12.000 0.0 3 13.12 0.0312 0.0 18.583 0.579 Vel = 4.42 0.0 13.12 17.748 KFactor= 3.11 D4 0.0 1.101 N 7.0 10.000 21.776 to 150.0 0 5.0 12.000 0.0 201 0.0 0.0 0.0 22.000 0.0 Vel = 0 201 0.0 1.101 2N 14.0 29.500 21.776 to 150.0 2R 2.0 21.000 -4.028 3 0.0 0.0 0 5.0 50.500 0.0 Vel = 0 0.0 0.0 17.748 K Factor = 0 D5 0.0 1.101 0 5.0 2.000 21.776 to 150.0 0.0 5.000 0.0 201 0.0 0.0 0.0 7.000 0.0 Vel = 0 0.0 0.0 21.776 K Factor = 0 TOR 20.02 1.101 S 9.563 6.600 31.167 to 150.0 E 3.825 13.387 5.858 * * Fixed Loss = 3 BOR 20.02 0.0682 Fsp 0.0 19.987 1.364 Vel = 6.75 BOR 5.00 1.985 T 12.407 4.000 38.389 Qa = 5.00 to 150.0 E 6.204 18.610 2.166 UG1 25.02 0.0058 0.0 22.610 0.131 Vel = 2.59 UG1 0.0 2.067 4E 30.221 57.417 40.686 to 150.0 0.0 30.221 1.299 UG2 25.02 0.0048 0.0 87.638 0.421 Vel = 2.39 UG2 0.0 1.025 3E 8.1 3.000 42.406 to 150.0 Zwa 0.0 8.100 6.000 * * Fixed Loss = 6 UG3 25.02 0.1459 0.0 11.100 1.619 Vel= 9.73 UG3 0.0 1.049 0.0 0.333 50.025 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 METE 25.02 0.1321 0.0 0.333 0.044 Vel = 9.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Sexton Fire Protection Page 7 Carlsbad Village - Plan 1 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn METE 0.0 0.995 0.0 53.000 54.069 to 150.0 0.0 0.0 -2.166 TEST 25.02 0.1686 0.0 53.000 8.938 Vel = 10.32 0.0 25.02 60.841 K Factor = 3.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave. # 132 Lakeside, Ca. 92040 619-454-6945 Job Name : Carlsbad Village - Plan 1 Building : Residence Location : 849 Home Ave. System : 1 Contract : 849 Data File : Design Area 3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Sexton Fire Protection Page 1 Carlsbad Village - Plan 1 Date 8-31-18 HYDRAULIC DESIGN INFORMATION SHEET Name - Carlsbad Village - Plan 1 Date - 8-31-18 Location - 849 Home Ave. Building - Residence System No. - 1 Contractor - Sexton Fire Protection Contract No. - 849 Calculated By - Sexton Fire Protection Drawing No. - 849 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 TYCO Model LFII Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 Note: Temperature Rating 165 S Y S T E N D E S I G N Calculation Gpm Required 26.4 Summary C-Factor Used: W Water Flow Test: A Date of Test - 3-16-18 T Time of Test - E Static (Psi) - 77 R Residual (Psi) - 64 Flow (Gpm) - 1625 S Elevation - P Location: P L Source of Information: Y Psi Required 34.248 TEST Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. 8 Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Sexton Fire Protection Page 2 Carlsbad Village - Plan 1 Date 8-31-18 City Water Supply: Demand: Cl -Static Pressure : 69.3 Dl - Elevation : 8.445 C2 - Residual Pressure: 57.6 D2 - System Flow : 31.396 C2 - Residual Flow : 1625 D2 - System Pressure : 62.716 Hose (Demand ) D3 - System Demand : 31.396 Safety Margin : 6.577 150 140 130 p120 R11° E10° 90 s 80 Cl U 70 ________ __________ ___________ - C2 R 60 - - ____ ______ p E5° 40 30 20 10 I I I I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 U Fittings Used Summary Sexton Fire Protection Page 3 Carlsbad Village - Plan I Date 8-31-18 Fitting Legend Abbrev. Name % % 1 1% 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 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* CPVC 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 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Sexton Fire Protection Carlsbad Village - Plan 1 Node No. Elevation K-Fact Pt Actual Pn HI 27.8 9.65 na H2 27.8 9.65 na H3 27.8 9.65 na H4 18.5 4.9 7.04 na H5 18.5 4.9 7.47 na Dl 28.3 9.44 na 1 28.3 9.44 na D2 28.3 9.44 na 2 28.3 9.44 na 3 28.3 9.44 na 4 19.0 15.06 na 5 19.0 15.99 na 6 8.6 22.31 na 7 8.6 24.15 na 1.1 28.3 9.44 na D3 28.3 9.44 na 101 28.3 9.44 na D4 19.0 7.05 na 201 19.0 7.72 na D5 19.0 7.5 na TOR 8.6 26.12 na BOR 2.0 34.25 na UG1 -3.0 36.61 na UG2 -6.0 38.55 na UG3 -6.0 47.22 na METE -6.0 51.28 na TEST -1.0 62.72 na Page 4 Date 8-31-18 Flow Density Area Press Actual Req. 13.0 0.05 256 7.039 13.4 0.05 256 7.0 5.0 The maximum velocity is 12.96 and it occurs in the pipe between nodes METE and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations - Hazen-Williams Sexton Fire Protection Page 5 Carlsbad Village - Plan 1 Date 8-31-18 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 1.101 N 7.0 0.417 9.654 to 150.0 0.0 7.000 -0.217 Dl 0.0 0.0001 0.0 7.417 0.001 Vel = 0 0.0 0.0 9.438 K Factor = 0 H2 0.0 1.101 0 5.0 0.417 9.654 to 150.0 0.0 5.000 -0.217 D2 0.0 0.0002 0.0 5.417 0.001 Vel = 0 0.0 0.0 9.438 K Factor = 0 H3 0.0 1.101 N 7.0 0.417 9.654 to 150.0 0.0 7.000 -0.217 D3 0.0 0.0001 0.0 7.417 0.001 Vel = 0 0.0 0.0 9.438 K Factor = 0 H4 13.00 1.101 N 7.0 0.417 7.039 K Factor =4.90 to 150.0 0.0 7.000 -0.217 D4 13.0 0.0307 0.0 7.417 0.228 Vel = 4.38 0.0 13.00 7.050 K Factor= 4.90 H5 13.40 1.101 N 7.0 0.417 7.474 K Factor =4.90 to 150.0 0.0 7.000 -0.217 D5 13.4 0.0325 0.0 7.417 0.241 Vel = 4.52 0.0 13.40 7.498 KFactor= 4.89 Dl 0.0 1.101 0 5.0 4.417 9.438 to 150.0 0.0 5.000 0.0 1 0.0 0.0 0.0 9.417 0.0 Vel = 0 1 0.0 1.101 R 1.0 4.750 9.438 to 150.0 0.0 1.000 0.0 D2 0.0 0.0 0.0 5.750 0.0 Vel = 0 D2 0.0 1.101 R 1.0 8.250 9.438 to 150.0 N 7.0 8.000 0.0 2 0.0 0.0 0.0 16.250 0.0 Vel = 0 2 0.0 1.101 R 1.0 12.167 9.438 to 150.0 0 5.0 6.000 0.0 3 0.0 0.0 0.0 18.167 0.0 Vel = 0 3 26.40 1.101 0 5.0 9.000 9.438 to 150.0 0.0 5.000 4.028 4 26.4 0.1136 0.0 14.000 1.591 Vel = 8.90 4 0.0 1.101 N 7.0 1.167 15.057 to 150.0 0.0 7.000 0.0 5 26.4 0.1138 0.0 8.167 0.929 Vel = 8.90 5 0.0 1.101 N 7.0 9.000 15.986 to 150.0 0.0 7.000 4.504 6 26.4 0.1137 0.0 16.000 1.819 Vel= 8.90 6 0.0 1.101 R 1.0 10.167 22.309 to 150.0 0 5.0 6.000 0.0 7 26.4 0.1137 0.0 16.167 1.838 Vel= 8.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 6 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 0.0 1.101 2N 14.0 3.333 24.147 to 150.0 0.0 14.000 0.0 TOR 26.4 0.1137 0.0 17.333 1.971 Vel = 8.90 0.0 26.40 26.118 KFactor= 5.17 1 0.0 1.101 3R 3.0 14.667 9.438 to 150.0 N 7.0 10.000 0.0 1.1 0.0 0.0 0.0 24.667 0.0 Vel = 0 1.1 0.0 1.101 0 5.0 9.917 9.438 to 150.0 0.0 5.000 0.0 D3 0.0 0.0 0.0 14.917 0.0 Vel = 0 0.0 0.0 9.438 K Factor = 0 03 0.0 1.101 0 5.0 0.750 9.438 to 150.0 0.0 5.000 0.0 101 0.0 0.0 0.0 5.750 0.0 Vel = 0 101 0.0 1.101 N 7.0 6.583 9.438 to 150.0 0 5.0 12.000 0.0 3 0.0 0.0 0.0 18.583 0.0 Vel = 0 0.0 0.0 9.438 K Factor = 0 D4 13.00 1.101 N 7.0 10.000 7.050 to 150.0 0 5.0 12.000 0.0 201 13.0 0.0307 0.0 22.000 0.675 Vel = 4.38 201 13.40 1.101 2N 14.0 29.500 7.725 to 150.0 2R 2.0 21.000 -4.028 3 26.4 0.1137 0 5.0 50.500 5.741 VeI= 8.90 0.0 26.40 9.438 K Factor= 8.59 05 13.40 1.101 0 5.0 2.000 7.498 to 150.0 0.0 5.000 0.0 201 13.4 0.0324 0.0 7.000 0.227 Vel = 4.52 0.0 13.40 7.725 K Factor= 4.82 TOR 26.40 1.101 S 9.563 6.600 26.118 to 150.0 E 3.825 13.387 5.858 * * Fixed Loss = 3 BOR 26.4 0.1137 Fsp 0.0 19.987 2.272 Vel = 8.90 BOR 5.00 1.985 T 12.407 4.000 34.248 Qa = 5.00 to 150.0 E 6.204 18.610 2.166 UG1 31.4 0.0089 0.0 22.610 0.201 Vel= 3.26 UG1 0.0 2.067 4E 30.221 57.417 36.615 to 150.0 0.0 30.221 1.299 UG2 31.4 0.0073 0.0 87.638 0.639 Vel= 3.00 UG2 0.0 1.025 3E 8.1 3.000 38.553 to 150.0 Zwa 0.0 8.100 6.200 * * Fixed Loss = 6.2 UG3 31.4 02220 0.0 11.100 2.464 Vel = 12.21 UG3 0.0 1.049 0.0 0.333 47.217 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 METE 31.4 0.1982 0.0 0.333 0.066 Vel= 11.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Sexton Fire Protection Page 7 Carlsbad Village - Plan 1 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn METE 0.0 0.995 0.0 53.000 51.283 to 150.0 0.0 0.0 -2.166 TEST 31.4 0.2566 0.0 53.000 13.599 Vel = 12.96 0.0 31.40 62.716 K Factor = 3.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave. # 132 Lakeside, Ca. 92040 619-454-6945 Job Name : Carlsbad Village - Plan 2 Building : Residence Location : 849 Home Ave. System : 1 Contract : 849 Data File : Design Area 1 .WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Sexton Fire Protection Page 1 Carlsbad Village - Plan 2 Date 8-31-18 HYDRAULIC DESIGN INFORMATION SHEET Name - Carlsbad Village - Plan 2 Date - 8-31-18 Location - 849 Home Ave. Building - Residence System No. - 1 Contractor - Sexton Fire Protection Contract No. - 849 Calculated By -.Sexton Fire Protection Drawing No. - 849 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 TYCO Model LFII Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 26.25 Psi Required 36.242 TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3-16-18 Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 77 Elev. R Residual (Psi) - 64 Other Well Flow (Gpm) - 1625 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 S Y S T E M D E S I G N Water Supply Curve C Sexton Fire Protection Page 2 Carlsbad Village - Plan 2 Date 8-31-18 City Water Supply: Demand: Cl - Static Pressure : 69.3 Dl - Elevation : 12.473 C2 - Residual Pressure: 57.6 D2 - System Flow : 31.253 C2 - Residual Flow : 1625 D2 - System Pressure : 64.942 Hose (Demand ) D3 - System Demand : 31.253 Safety Margin : 4.350 150 140 130 p120 R° E10° S90 80 Cl U 70 D2z _____ ______ ________ __________ ___________ _____________ C2 R 60 - ------- E5° 40 30 20 10 -Dl- - ....I.I.I.I.I.I ... .... I ... ... I 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Sexton Fire Protection Page 3 Carlsbad Village - Plan 2 Date 8-31-18 Fitting Legend Abbrev. Name /2 % 1 1% 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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* CPVCCouplingTee - 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 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with . The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Sexton Fire Protection Page 4 Carlsbad Village - Plan 2 Date 8-31-18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 27.8 4.9 7.04 na 13.0 0.05 256 7.039 H2 27.8 4.9 7.31 na 13.25 0.05 256 7.0 H3 27.8 7.9 na H4 18.5 15.66 na H5 18.5 15.66 na Dl 28.3 7.05 na 1 28.3 7.27 na D2 28.3 7.27 na 2 28.3 8.47 na 3 28.3 9.21 na 4 19.0 14.81 na 5 19.0 15.44 na 6 19.0 16.07 na 7 8.6 22.15 na 8 8.6 23.28 na 101 28.3 7.68 na 102 28.3 8.05 na D3 28.3 7.68 na D4 19.0 15.44 na D5 19.0 15.44 na 201 19.0 15.44 na TOR 8.6 28.13 na BOR 2.0 36.24 na 5.0 UG1 -3.0 38.61 na UG2 -6.0 40.92 na UG3 -6.0 49.56 na METE -6.0 53.62 na TEST -1.0 64.94 na The maximum velocity is 12.89 and it occurs in the pipe between nodes METE and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Sexton Fire Protection Page 5 Carlsbad Village - Plan 2 Date 8-31-18 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 13.00 1.101 N 7.0 0.417 7.039 K Factor =4.90 to 150.0 0.0 7.000 -0.217 Dl 13.0 0.0307 0.0 7.417 0.228 Vel = 4.38 0.0 13.00 7.050 K Factor= 4.90 H2 13.25 1.101 0 5.0 0.417 7.315 K Factor =4.90 to 150.0 0.0 5.000 -0.217 D2 13.25 0.0318 0.0 5.417 0.172 Vel = 4.47 0.0 13.25 7.270 KFactor= 4.91 H3 0.0 1.101 N 7.0 0.417 7.899 to 150.0 0.0 7.000 -0.217 D3 0.0 0.0 0.0 7.417 0.0 Vel = 0 0.0 0.0 7.682 K Factor = 0 H4 0.0 1.101 0 5.0 0.417 15.659 to 150.0 0.0 5.000 -0.217 D4 0.0 0.0 0.0 5.417 0.0 Vel = 0 0.0 0.0 15.442 K Factor = 0 H5 0.0 1.101 0 5.0 0.417 15.659 to 150.0 0.0 5.000 -0.217 D5 0.0 0.0 0.0 5.417 0.0 Vel = 0 0.0 0.0 15.442 K Factor = 0 Dl 13.00 1.101 0 5.0 2.167 7.050 to 150.0 0.0 5.000 0.0 1 13.0 0.0307 0.0 7.167 0.220 Vel = 4.38 1 -12.48 1.101 R 1.0 6.000 7.270 to 150.0 0.0 1.000 0.0 D2 0.52 0.0 0.0 7.000 0.0 Vel = 0.18 D2 13.25 1.101 N 7.0 20.167 7.270 to 150.0 3R 3.0 15.000 0.0 2 13.77 0.0341 0 5.0 35.167 1.200 Vel = 4.64 2 12.48 1.101 0 5.0 1.583 8.470 to 150.0 0.0 5.000 0.0 3 26.25 0.1124 0.0 6.583 0.740 Vel = 8.85 3 0.0 1.101 0 5.0 9.000 9.210 to 150.0 0.0 5.000 4.028 4 26.25 0.1126 0.0 14.000 1.576 Vel = 8.85 4 0.0 1.101 0 5.0 0.583 14.814 to 150.0 0.0 5.000 0.0 5 26.25 0.1125 0.0 5.583 0.628 Vel = 8.85 5 0.0 1.101 0 5.0 0.583 15.442 to 150.0 0.0 5.000 0.0 6 26.25 0.1127 0.0 5.583 0.629 Vel = 8.85 6 0.0 1.101 0 5.0 9.000 16.071 to 150.0 0.0 5.000 4.504 7 26.25 0.1125 0.0 14.000 1.575 Vel = 8.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams C-4- i rn Drn+nnfin n Page 6 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 0.0 1.101 R 1.0 4.000 22.150 to 150.0 0 5.0 6.000 0.0 8 26.25 0.1126 0.0 10.000 1.126 Vel = 8.85 8 0.0 1.101 2R 2.0 27.167 23.276 to 150.0 2N 14.0 16.000 0.0 TOR 26.25 0.1125 0.0 43.167 4.858 VeI= 8.85 0.0 26.25 28.134 KFactor= 4.95 1 12.48 1.101 0 5.0 9.500 7.270 to 150.0 0.0 5.000 0.0 101 12.48 0.0284 0.0 14.500 0.412 Vel = 4.21 101 0.0 1.101 0 5.0 8.083 7.682 to 150.0 0.0 5.000 0.0 102 12.48 0.0285 0.0 13.083 0.373 Vel = 4.21 102 0.0 1.101 R 1.0 8.583 8.055 to 150.0 0 5.0 6.000 0.0 2 12.48 0.0285 0.0 14.583 0.415 Vel = 4.21 0.0 12.48 8.470 K Factor= 4.29 D3 0.0 1.101 N 7.0 5.333 7.682 to 150.0 0 5.0 12.000 0.0 101 0.0 0.0 0.0 17.333 0.0 Vel = 0 0.0 0.0 7.682 K Factor = 0 D4 0.0 1.101 R 1.0 10.000 15.442 to 150.0 0.0 1.000 0.0 D5 0.0 0.0 0.0 11.000 0.0 Vel = 0 D5 0.0 1.101 N 7.0 8.083 15.442 to 150.0 0 5.0 12.000 0.0 201 0.0 0.0 0.0 20.083 0.0 Vel = 0 201 0.0 1.101 3N 21.0 20.583 15.442 to 150.0 0 5.0 26.000 0.0 5 0.0 0.0 0.0 46.583 0.0 Vel = 0 0.0 0.0 15.442 K Factor = 0 TOR 26.25 1.101 S 9.563 6.600 28.134 to 150.0 E 3.825 13.387 5.858 * * Fixed Loss = 3 BOR 26.25 0.1126 Fsp 0.0 19.987 2.250 Vel = 8.85 BOR 5.00 1.985 T 12.407 4.000 36.242 Qa= 5.00 to 150.0 E 6.204 18.610 2.166 UG1 31.25 0.0088 0.0 22.610 0.199 Vel = 3.24 UG1 0.0 2.067 4E 30.221 109.333 38.607 to 150.0 0.0 30.221 1.299 UG2 31.25 0.0072 0.0 139.554 1.009 Vel = 2.99 UG2 0.0 1.025 3E 8.1 3.000 40.915 to 150.0 Zwa 0.0 8.100 6.200 * * Fixed Loss = 6.2 UG3 31.25 0.2202 0.0 11.100 2.444 Vel= 12.15 UG3 0.0 1.049 0.0 0.333 49.559 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 METE 31.25 0.1952 0.0 0.333 0.065 Vel = 11.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Svtnn Firp Prnf,tinn Page 7 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn METE 0.0 0.995 0.0 53.000 53.624 to 150.0 0.0 0.0 -2.166 TEST 31.25 0.2544 0.0 53.000 13.484 Vel = 12.89 0.0 31.25 64.942 K Factor = 3.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave. # 132 Lakeside, Ca. 92040 619-454-6945 Job Name : Carlsbad Village - Plan 2 Building : Residence Location : 849 Home Ave. System : 1 Contract : 849 Data File : Design Area 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Sexton Fire Protection Page 1 Carlsbad Village - Plan 2 Date 8-31-18 HYDRAULIC DESIGN INFORMATION SHEET Name - Carlsbad Village - Plan 2 Date - 8-31-18 Location - 849 Home Ave. Building - Residence System No. - 1 Contractor - Sexton Fire Protection Contract No. - 849 Calculated By - Sexton Fire Protection Drawing No. - 849 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)1 ( )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 TYCO Model LFII Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 20.02 Psi Required 41.394 TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3-16-18 Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 77 Elev. R Residual (Psi) - 64 Other Well Flow (Gpm) - 1625 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 S Y S T E M D E S I G N Water Supply Curve C Sexton Fire Protection Page 2 Carlsbad Village - Plan 2 Date 8-31-18 City Water Supply: Demand: Cl -Static Pressure : 69.3 Dl - Elevation : 12.473 C2 - Residual Pressure: 57.6 D2 - System Flow :25.024 C2 - Residual Flow : 1625 D2 - System Pressure : 64.094 Hose ( Demand) D3 - System Demand : 25.024 Safety Margin : 5.200 150 140 130 p120 R11° E10° 590 S80 Cl _____ _______ _________ __________ ____________ ______________ _______________ U 70 : C2 R 60 - p E5° 40 30 20 10 --Dl-- I I I I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N ' 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Sexton Fire Protection Page 3 CarlsbadVillage - Plan 2 Date 8-31-18 Fitting Legend Abbrev. Name 1/2 % 1 11/4 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N* CPVC9O'EllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 01 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'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 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. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Sexton Fire Protection Page 4 Carlsbad Village - Plan 2 Date 8-31-18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 27.8 18.57 na H2 27.8 18.66 na H3 27.8 4.9 16.7 na 20.02 0.05 400 16.7 H4 18.5 24.92 na H5 18.5 24.92 na Di 28.3 18.36 na 1 28.3 18.36 na D2 28.3 18.45 na 2 28.3 18.89 na 3 28.3 19.34 na 4 19.0 24.33 na 5 19.0 24.71 na 6 19.0 25.09 na 7 8.6 30.55 na 8 8.6 31.23 na 101 28.3 18.17 na 102 28.3 18.51 na D3 28.3 16.99 na D4 19.0 24.71 na D5 19.0 24.71 na 201 19.0 24.71 na TOR 8.6 34.17 na BOR 2.0 41.39 na 5.0 UG1 -3.0 43.69 na UG2 -6.0 45.66 na UG3 -6.0 53.28 na METE -6.0 57.32 na TEST -1.0 64.09 na The maximum velocity is 10.32 and it occurs in the pipe between nodes METE and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 1.101 N 7.0 0.417 18.573 to 150.0 0.0 7.000 -0.217 Di 0.0 0.0 0.0 7.417 0.0 Vet = 0 0.0 0.0 18.356 K Factor = 0 H2 0.0 1.101 0 5.0 0.417 18.662 to 150.0 0.0 5.000 -0.217 D2 0.0 0.0002 0.0 5.417 0.001 Vel = 0 0.0 0.0 18.446 K Factor = 0 H3 20.02 1.101 N 7.0 0.417 16.700 K Factor =4.90 to 150.0 0.0 7.000 -0.217 D3 20.02 0.0682 0.0 7.417 0.506 Vet = 6.75 0.0 20.02 16.989 K Factor= 4.86 H4 0.0 1.101 0 5.0 0.417 24.924 to 150.0 0.0 5.000 -0.217 D4 0.0 0.0 0.0 5.417 0.0 Vel = 0 0.0 0.0 24.707 K Factor = 0 H5 0.0 1.101 0 5.0 0.417 24.924 to 150.0 0.0 5.000 -0.217 D5 0.0 0.0 0.0 5.417 0.0 Vet = 0 0.0 0.0 24.707 K Factor = 0 Di 0.0 1.101 0 5.0 2.167 18.356 to 150.0 0.0 5.000 0.0 1 0.0 0.0 0.0 7.167 0.0 Vel = 0 1 8.10 1.101 R 1.0 6.000 18.356 to 150.0 0.0 1.000 0.0 D2 8.1 0.0129 0.0 7.000 0.090 Vel = 2.73 D2 0.0 1.101 N 7.0 20.167 18.446 to 150.0 3R 3.0 15.000 0.0 2 8.1 0.0128 0 5.0 35.167 0.449 Vet = 2.73 2 11.92 1.101 0 5.0 1.583 18.895 to 150.0 0.0 5.000 0.0 3 20.02 0.0682 0.0 6.583 0.449 Vet = 6.75 3 0.0 1.101 0 5.0 9.000 19.344 to 150.0 0.0 5.000 4.028 4 20.02 0.0681 0.0 14.000 0.954 Vet = 6.75 4 0.0 1.101 0 5.0 0.583 24.326 to 150.0 0.0 5.000 0.0 5 20.02 0.0682 0.0 5.583 0.381 Vet = 6.75 5 0.0 1.101 0 5.0 0.583 24.707 to 150.0 0.0 5.000 0.0 6 20.02 0.0682 0.0 5.583 0.381 Vet = 6.75 6 0.0 1.101 0 5.0 9.000 25.088 to 150.0 0.0 5.000 4.504 7 20.02 0.0682 0.0 14.000 0.955 Vet = 6.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 6 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 0.0 1.101 R 1.0 4.000 30.547 to 150.0 0 5.0 6.000 0.0 8 20.02 0.0682 0.0 10.000 0.682 Vel = 6.75 8 0.0 1.101 2R 2.0 27.167 31.229 to 150.0 2N 14.0 16.000 0.0 TOR 20.02 0.0682 0.0 43.167 2.943 Vel = 6.75 0.0 20.02 34.172 K Factor= 3.42 1 -8.10 1.101 0 5.0 9.500 18.356 to 150.0 0.0 5.000 0.0 101 -8.1 -0.0128 0.0 14.500 -0.185 Vel = 2.73 101 20.03 1.101 0 5.0 8.083 18.171 to 150.0 0.0 5.000 0.0 102 11.93 0.0261 0.0 13.083 0.342 Vel = 4.02 102 0.0 1.101 R 1.0 8.583 18.513 to 150.0 0 5.0 6.000 0.0 2 11.93 0.0262 0.0 14.583 0.382 Vel = 4.02 0.0 11.93 18.895 KFactor= 2.74 D3 20.02 1.101 N 7.0 5.333 16.989 to 150.0 0 5.0 12.000 0.0 101 20.02 0.0682 0.0 17.333 1.182 Vel = 6.75 0.0 20.02 18.171 KFactor= 4.70 04 0.0 1.101 R 1.0 10.000 24.707 to 150.0 0.0 1.000 0.0 D5 0.0 0.0 0.0 11.000 0.0 Vel = 0 D5 0.0 1.101 N 7.0 8.083 24.707 to 150.0 0 5.0 12.000 0.0 201 0.0 0.0 0.0 20.083 0.0 Vel = 0 201 0.0 1.101 3N 21.0 20.583 24.707 to 150.0 0 5.0 26.000 0.0 5 0.0 0.0 0.0 46.583 0.0 Vel = 0 0.0 0.0 24.707 K Factor = 0 TOR 20.02 1.101 S 9.563 6.600 34.172 to 150.0 E 3.825 13.387 5.858 * * Fixed Loss = 3 BOR 20.02 0.0682 Fsp 0.0 19.987 1.364 Vel = 6.75 BOR 5.00 1.985 T 12.407 4.000 41.394 Qa= 5.00 to 150.0 E 6.204 18.610 2.166 UGI 25.02 0.0058 0.0 22.610 0.131 Vel = 2.59 UGI 0.0 2.067 4E 30.221 109.333 43.691 to 150.0 0.0 30.221 1.299 UG2 25.02 0.0048 0.0 139.554 0.669 Vel = 2.39 UG2 0.0 1.025 3E 8.1 3.000 45.659 to 150.0 Zwa 0.0 8.100 6.000 * * Fixed Loss = 6 UG3 25.02 0.1459 0.0 11.100 1.620 Vel= 9.73 UG3 0.0 1.049 0.0 0.333 53.279 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 METE 25.02 0.1291 0.0 0.333 0.043 Vel = 9.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations - Hazen-Williams Sexton Fire Protection Page 7 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn METE 0.0 0.995 0.0 53.000 57.322 to 150.0 0.0 0.0 -2.166 TEST 25.02 0.1686 0.0 53.000 8.938 Vel = 10.32 0.0 25.02 64.094 K Factor= 3.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave. # 132 Lakeside, Ca. 92040 619-454-6945 Job Name : Carlsbad Village - Plan 2 Building : Residence Location : 849 Home Ave. System : 1 Contract : 849 Data File : Design Area 3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Sexton Fire Protection Page Carlsbad Village - Plan 2 Date 8-31-18 HYDRAULIC DESIGN INFORMATION SHEET Name - Carlsbad Village - Plan 2 Date - 8-31-18 Location - 849 Home Ave. Building - Residence System No. - 1 Contractor - Sexton Fire Protection Contract No. - 849 Calculated By - Sexton Fire Protection Drawing No. - 849 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: ( )l (x)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E N 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 TYCO Model LFII I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 26.31 Psi Required 35.691 TEST Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3-16-18 Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 77 Elev. R Residual (Psi) - 64 Other Well Flow (Gpm) - 1625 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 Sexton Fire Protection Page 2 Carlsbad Village - Plan 2 Date 8-31-18 City Water Supply: Demand: Cl - Static Pressure : 69.3 Dl - Elevation : 8.445 C2 - Residual Pressure: 57.6 D2 - System Flow : 31.302 C2 - Residual Flow : 1625 D2 - System Pressure : 64.441 Hose ( Demand) D3 - System Demand : 31.302 Safety Margin : 4.851 150 140 130 p120 R° E10° s 90 s 80 Cl U 70 C2 R 60 E5° 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Sexton Fire Protection Page 3 Carlsbad Village - Plan 2 Date 8-31-18 Fitting Legend Abbrev. Name 1/2 1% 11/2 2 21/2 3 31,4 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N* CPVC9O'EllHarvel-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 I NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Sexton Fire Protection Node No. Elevation K-Fact Pt Actual Pn Hi 27.8 11.04 na H2 27.8 11.04 na H3 27.8 11.04 na H4 18.5 4.9 7.04 na H5 18.5 4.9 7.37 na Dl 28.3 10.83 na 28.3 10.83 na D2 28.3 10.83 na 2 28.3 10.83 na 3 28.3 10.83 na 4 19.0 14.86 na 5 19.0 14.86 na 6 19.0 15.49 na 7 8.6 21.57 na 8 8.6 22.7 na 101 28.3 10.83 na 102 28.3 10.83 na D3 28.3 10.83 na D4 19.0 6.99 na D5 19.0 7.33 na 201 19.0 9.59 na TOR 8.6 27.58 na BOR 2.0 35.69 na UG1 -3.0 38.06 na UG2 -6.0 40.37 na UG3 -6.0 49.02 na METE -6.0 53.08 na TEST -1.0 64.44 na Page 4 Date 8-31-18 Flow Density Area Press Actual Req. 13.0 0.05 256 7.039 13.3 0.05 256 7.0 5.0 The maximum velocity is 12.91 and it occurs in the pipe between nodes METE and TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Sexton Fire Protection Page 5 Carlsbad Village - Plan 2 Date 8-31-18 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 1.101 N 7.0 0.417 11.044 to 150.0 0.0 7.000 -0.217 Dl 0.0 0.0 0.0 7.417 0.0 Vel = 0 0.0 0.0 10.827 K Factor = 0 H2 0.0 1.101 0 5.0 0.417 11.044 to 150.0 0.0 5.000 -0.217 D2 0.0 0.0 0.0 5.417 0.0 Vel = 0 0.0 0.0 10.827 K Factor =0 H3 0.0 1.101 N 7.0 0.417 11.044 to 150.0 0.0 7.000 -0.217 D3 0.0 0.0 0.0 7.417 0.0 Vel = 0 0.0 0.0 10.827 K Factor = 0 H4 13.00 1.101 0 5.0 0.417 7.039 K Factor =4.90 to 150.0 0.0 5.000 -0.217 04 13.0 0.0308 0.0 5.417 0.167 Vel = 4.38 0.0 13.00 6.989 K Factor= 4.92 H5 13.30 1.101 0 5.0 0.417 7.369 K Factor =4.90 to 150.0 0.0 5.000 -0.217 D5 13.3 0.0321 0.0 5.417 0.174 Vel = 4.48 0.0 13.30 7.326 K Factor= 4.91 Dl 0.0 1.101 0 5.0 2.167 10.827 to 150.0 0.0 5.000 0.0 1 0.0 0.0 0.0 7.167 0.0 Vel = 0 1 0.0 1.101 R 1.0 6.000 10.827 to 150.0 0.0 1.000 0.0 D2 0.0 0.0 0.0 7.000 0.0 Vel = 0 D2 0.0 1.101 N 7.0 20.167 10.827 to 150.0 3R 3.0 15.000 0.0 2 0.0 0.0 0 5.0 35.167 0.0 Vel = 0 2 0.0 1.101 0 5.0 1.583 10.827 to 150.0 0.0 5.000 0.0 3 0.0 0.0 0.0 6.583 0.0 Vel = 0 3 0.0 1.101 0 5.0 9.000 10.827 to 150.0 0.0 5.000 4.028 4 0.0 0.0 0.0 14.000 0.0 Vel = 0 4 0.0 1.101 0 5.0 0.583 14.855 to 150.0 0.0 5.000 0.0 5 0.0 0.0 0.0 5.583 0.0 Vel = 0 5 26.30 1.101 0 5.0 0.583 14.855 to 150.0 0.0 5.000 0.0 6 26.3 0.1130 0.0 5.583 0.631 Vel= 8.86 6 0.0 1.101 0 5.0 9.000 15.486 to 150.0 0.0 5.000 4.504 7 26.3 0.1129 0.0 14.000 1.581 Vel = 8.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams .,... r:..... ___ Page 6 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 7 0.0 1.101 R 1.0 4.000 21.571 to 150.0 0 5.0 6.000 0.0 8 26.3 0.1129 0.0 10.000 1.129 Vel= 8.86 8 0.0 1.101 2R 2.0 27.167 22.700 to 150.0 2N 14.0 16.000 0.0 TOR 26.3 0.1130 0.0 43.167 4.876 Vel= 8.86 0.0 26.30 27.576 K Factor = 5.01 1 0.0 1.101 0 5.0 9.500 10.827 to 150.0 0.0 5.000 0.0 101 0.0 0.0 0.0 14.500 0.0 Vet = 0 101 0.0 1.101 0 5.0 8.083 10.827 to 150.0 0.0 5.000 0.0 102 0.0 0.0 0.0 13.083 0.0 Vet = 0 102 0.0 1.101 R 1.0 8.583 10.827 to 150.0 0 5.0 6.000 0.0 2 0.0 0.0 0.0 14.583 0.0 Vet = 0 0.0 0.0 10.827 K Factor = 0 D3 0.0 1.101 N 7.0 5.333 10.827 to 150.0 0 5.0 12.000 0.0 101 0.0 0.0 0.0 17.333 0.0 Vet = 0 0.0 0.0 10.827 K Factor = 0 D4 13.00 1.101 R 1.0 10.000 6.989 to 150.0 0.0 1.000 0.0 D5 13.0 0.0306 0.0 11.000 0.337 Vet = 4.38 D5 13.30 1.101 N 7.0 8.083 7.326 to 150.0 0 5.0 12.000 0.0 201 26.3 0.1129 0.0 20.083 2.268 VeI= 8.86 201 0.0 1.101 3N 21.0 20.583 9.594 to 150.0 0 5.0 26.000 0.0 5 26.3 0.1129 0.0 46.583 5.261 Vel= 8.86 0.0 26.30 14.855 K Factor = 6.82 TOR 26.30 1.101 S 9.563 6.600 27.576 to 150.0 E 3.825 13.387 5.858 * * Fixed Loss = 3 BOR 26.3 0.1129 Fsp 0.0 19.987 2.257 VeI= 8.86 BOR 5.00 1.985 T 12.407 4.000 35.691 Qa = 5.00 to 150.0 E 6.204 18.610 2.166 UG1 31.3 0.0088 0.0 22.610 0.199 Vel = 3.24 UG1 0.0 2.067 4E 30.221 109.333 38.056 to 150.0 0.0 30.221 1.299 UG2 31.3 0.0073 0.0 139.554 1.013 Vet = 2.99 UG2 0.0 1.025 3E 8.1 3.000 40.368 to 150.0 Zwa 0.0 8.100 6.200 * * Fixed Loss = 6.2 UG3 31.3 0.2207 0.0 11.100 2.450 Vet = 12.17 UG3 0.0 1.049 0.0 0.333 49.018 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 METE 31.3 0.1982 0.0 0.333 0.066 VeI= 11.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - Sexton Fire Protection Page 7 Carlsbad Village - Plan 2 Date 8-31-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn METE 0.0 0.995 0.0 53.000 53.084 to 150.0 0.0 0.0 -2.166 TEST 31.3 0.2552 0.0 53.000 13.523 Vel = 12.91 0.0 31.30 64.441 K Factor = 3.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 No. 145 0 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: 800 Grand Ave SR#: PC 2017-0049 (Assigned upon plan submittal) PROJECT ADDRESS: 800 Grand Ave CITY: Carlsbad PHONE: (858) 342-9725 (Chris McKellar, McKellar McGowan) FAX NUMBER: 058) 799-0908 V-A Residential Largest Building (ft2) 121,917 Sprinkled? NFPA 13 System Construction Type: I-A Garage 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): Grand Ave at Harding Street TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 77 PSI Hydrant Number (if applicable): H60662 Elevation of test: 63 Feet Main Size: 6 INCH Pressure Zone: 241 Feet pate/Time of Test: Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 1,625 GPM Residual Pressure 64 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge at 20 psi of 4,030 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 1,625 gpm. There was no specific requestfor 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: Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:__________________________________________ Title/Org P_iectManager Date: 03/16/2018 - C,l LACUNA DR 6 9c Project Site 'Fire Flow Flow Test Location H60662 Legend 00 w_Hydrant - Pipe ZONE -241 \ \ 800 Grand Avenue - Fire Flow Analysis P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 510 C.P.V.C. - STEEL - COPPER HANGER SIZE - 3/4' thru 3" pipe. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTINGS - cus EX 4231, EX 2551 FUNCTION - To support horizontal piping - C.P.V.C., Copper or Steel. Hanger and restrainer in listed mounting positions - Top, Bottom or Side. Also, provides stability on vertical piping. INSTALLATION - Per N.F.P.A. 13,13R and 13D on top, bottom or side of building element. Space by pipe type. FASTENERS - mWOOD: 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"xl 1/2" lag screw - no pre-drill. in STEEL: UL Listed per NFPA 13 - 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 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 lots of business or profit, when non-AFCON products have been, or are used. 9/06 Li P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 513 C.P.V.C. - STEEL - COPPER HANGER SIZE - 3/4" thru 2" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTINGS - cus EX 4231, EX 2551 FUNCTION - To support horizontal piping - C.P.V.C. , Copper or Steel. Tab up = Hanger. Tab down = Restrainer. INSTALLATION - Per N.F.P.A. 13, 13R and 13D on side or top of beam. Space by pipe type. FASTENERS - UL Listed per NFPA 13. in WOOD: CPVC pipe - #905 screw - no pre-drill. Copper pipe - #905 screw - no pre-drill. Steel pipe - 1/4"xl 1/2" lag screw - no pre-drill. in STEEL: CPVC pipe - 1/4" or #14 Tek Screw. Copper pipe - 1/4' or #14 Tek Screw. Steel pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. * Also listed as a hanger/restrainer combination. Install per drawing A. Drawing A 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 director indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-A FCON products have been, or are used. 5/04 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 514 OFFSET C.P.V.C. - STEEL - COPPER HANGER SIZE - 3/4" thru 2"pipe. MATERIAL - Carbon Steel. e FINISH - Mil. Galvanized.. LISTINGS - c YLus EX 4231, EX 2551 PATENT - No. 6,648,278. FUNCTION - To support horizontal piping - C.P.V.C., Copper or Steel. A listed hanger in all 3 mounting positions, i.e. side of vertical surface and both topside and underside of horizontal surface. A listed restrainer providing vertical and lateral restraint in all the above mounting positions. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. To stabilize vertical piping by providing horizontal restraint. INSTALLATION - Per N.F.P.A 13, 13R and 131). Space by pipe type. Install on wood, concrete or steel. Snap over pipe then squeeze strap back allowing pipe to slide freely. When #905 threads are exposed in wood, install #906 backing nut. FASTENERS - WOOD: UL Listed per NFPA 13 CPVC pipe - #905 screw- no pre-drill. Copper pipe - #905 screw- no pre-drill. Steel pipe - 1/4"x1 1/2' lag screw - no pre-drill. Thru 5/8" gypsum board - 1/4" x 2" lag screw. STEEL: UL Listed per NFPA 13 - mm. 18 GA. CPVC pipe - 1/4" or #14 Tek Screw. Copper pipe - 1/4" or #14 Tek Screw. Steel pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fastener The higher of: 170lbs. or 5(wt) +2501bs. 2 FEATURES * 1 1/2" Offset - pipe wall to mounting surface. * 3/4" and 1" pipe size made with common center-line. * Leg design produces superior strength. * Offset edge eliminates abrasion. * AFCON #905 screw listed for wood has 5/16" hex head - included. ORDERING - Part # and pipe size. 77 #906 GE Restrt Restraint 7 (II 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 wilt 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 army kind, including but not limited to toss of husieess or profit, when non-A FCON products have been, or are used. 11/06 [] P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 515 DOUBLE OFFSET C.P.V.C. HANGER SIZE - 3/4" and 1" pipe. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTINGS - c YL us EX423l PATENT - No. 6,702,236 FUNCTION - Hanger/restrainer on CPVC pipe. INSTALLATION - Per N.P.F.A 13, 13R and 13D on side of beam. FASTENERS - UL Listed per NFPA 13. WOOD: #904 screw - no pre-drill. STEEL: 1/4" or #14 Tek Screw in mm. 20 GA. FEATURES * Double 1 1/2" offset. * Center line matches AFCON #514. * 3/4" and I" pipe size have common center-line. * Offset edge eliminates abrasion. * Required AFCON#904 screw has 3/8" 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 director 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. 1/06 FM ES-LFOO7 Job Name Contractor Job Location Approval Engineer - Contractor's P.O. No. Approval - Representative Series LF007 Double Check Valve Assemblies Sizes: 1/211 - 3(15-80mm) Series LF007 Double Check Valve Assemblies shall be installed at referenced cross-connections to prevent the backflow of polluted water into the potable water supply. Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. The LF007 features Lead Free* construction to comply with Lead Free* installation requirements. Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AWv'VA Std. C510. Approved by the Foundation for Cross- Connection Control and Hydraulic Research at the University of Southern California. Features Ease of maintenance - only one cover Top entry Replaceable seats and seat discs Modular construction Compact design Lead Free* cast copper silicon alloy body construction - ½ - 2' (15 - 50mm) Fused epoxy coated cast iron body - 21/2 3 (65 - 80mm) Top mounted Lead Free* ball valve test cocks Low pressure drop No special tools required for servicing ½ - 1(15 - 25mm) have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The Double Check Valve Assemblies shall be constructed using Lead Free* cast copper silicon alloy. Lead Free* Double Check Valve Assemblies shall comply with state codes and standards, where applicable, requir- ing reduced lead content. The assembly shall also include two resilient seated isolation valves; four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWNA Std. C510. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Series LF007. %" (20mm) LF007M30T First Check Second Check Module Assembly Module Assembly The LF007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. METORiMillill Inquire with governing authorities for local installation requirements NOTICE The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with vWWAM - out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. 511, wwri CF piNo V`1. 0111 Bic Pressure - Temperature ½" —2" (15— 50mm) Temperature Range: 33°F - 180°F (0.5°C - 820C). Maximum Working Pressure: 175p5i (12.1 bar). 21/2" - 3" (65 - 80mm) Temperature Range: 33°F - 110°F (0.5°C - 43°C) continuous, 140°F (60°C) intermittent. Maximum Working Pressure: 175p5i (12.1 bar). Standards ASSE Std. 1015, AWWA Std. C510 IAPMO PS31, CSA B64.5 Approvals UPON t ASSE, AWWA, IAPMO, CSA, UPC t. A Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Models with suffix LF and S are not listed. UL Classified (without shutoff valves only) 3/4' - 2° (20 - 50mm) (except 007M3LF) UL Classified with OSY gate valves (21/2 and 3° horizontal only.) v ½' - 2 models Lead Free* with strainer Horizontal and vertical 'flow up' approval on all sizes Models Sizes: ½"-2"(15-50mm) Suffix: S - copper silicon alloy strainer LF - without shutoff valves W/Press** - press inlet x press outlet (½' - 2° only) Prefix: U - Union connections 21/2" - 3" (65 - 80mm) Suffix: NRS - non-rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves LF - without shutoff valves CT-FDA - FDA epoxy coated quarter-turn ball valves Viega ProPress® connections are optional factory-installed fitting on each end of the approved/certified assembly. Subscript 'S' = strainer model Dimensions - Weights MODEL SIZEt!1J DIMENSIONS WEIGHT A B C D F G A I in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm its, kgs. tAT LF0070T ½ 15 10 254 4/ 117 27A6 62 - - 5 127 33/8 85 2/16 59 21A6 52 4.5 2 tAT LF007M3OT 114 20 11½ 282 4 102 31/8 79 - - 6Y16 157 37A6 87 2½ 54 '5A6 33 5 2.3 tAT LF007M1QT 1 25 131/4 337 51/8 130 4 102 - - 71/2 191 3% 85 111/16 43 1"A6 43 12 5.4 tAT LF007M20T 11/4 32 16% 416 5 127 35A6 84 - - 91h 241 5 127 3 76 2 50 15 6.8 tAT LF007M20T 1½ 40 16% 425 47/8 124 3½ 89 - - 9% 248 5'3A6 148 3'/8 79 21V16 68 15.9 7.2 tAT LF007M1QT 2 50 191/2 495 61/4 159 4 102 - - 13% 340 61/8 156 3Vi6 87 211A6 68 25.7 11.7 iv LF0070T-S 1/2 15 13 330 6 152 2/16 62 3 76 5 127 3% 85 2/16 59 2'A6 52 5.5 2.5 v LF007M30T-S % 20 141/2 368 6½ 156 3½ 79 3 76 6Y16 157 37/16 87 21/8 54 15A6 33 6.7 3.1 v LF007M1QT-S 1 25 1715/16 157 73/4 197 4 102 3¼ 83 71/2 191 3% 85 111/16 43 111A6 43 14 6.4 v LF007M2QT-S 1¼ 32 21½ 546 71A6 179 33'16 84 31/2 83 1 9½ 241 5 127 3 76 1 2 50 1 13 8.6 v LF007M2QT-S 1 11/2 40 1 21% 552 1 71A6 179 1 31/2 89 1 3% 95 1 9% 248 1 51 ,i6 148 1 ½ 79 1 211A6 68 1 15.6 8.9 v LF007M1QT-S 1 2 50 1 25% 654 1 8% 222 1 4 102 1 4 102 1 133/8 340 1 6½ 156 1 3/16 87 1 211A6 68 1 33.5 15.2 Strainer Dimensions M N in. mm in. mm in. mm lbs. kg.,. 21/2 65 10 254 61/2 165 28 13 3 80 101/8 267 1 7 178 34 15 Dimensions - Weights Sizes: 21/2" - 3" (65 - 80mm) 9 (229mm) • C (open) " 45A611 (109MM) M 5[I)I1 DIMENSIONS WEIGHT A B E, Ell A in. mm in. mm in. mm in. mm in. mm lbs. kgs. LF0070T-FDA 21/2 65 331/8 841 6/8 162 9/16 230 8/4 222 155 70 A LF007-NRS 21/2 65 331/8 841 93/3 238 91A6 230 8/4 222 155 70 LF007-OSY 21/2 65 331/8 841 16/8 416 91/16 230 8/4 222 158 72 LF007-QT-FDA 3 80 341/4 870 6/8 162 91/16 230 8/4 222 155 70 A LF007-NRS 3 80 341/4 870 101/4 260 91A6 230 8/4 222 185 84 LF007-OSY 1 3 80 1 341/4 870 1 187h 479 1 91A6 230 1 8/4 222 1 185 84 1" LFU007M1QT Sizes: ½" —2" (15— 50mm) idI1I1 DIMENSIONS in. mm A in. mm LFU0070T ½ 15 121Y16 326 LFU007M20T ~ 20 13W16 350 LFU007M20T 1 25 161/8 422 LFUO07M2QT 11/4 32 20% 527 LFU007M20T 11/2 40 211/2 546 LFU007M1QT 2 50 241h 622 bars psi 1.5 22 1.2 18 CL .9614 .69 10 o- .41 6 .14 2 3/411 (20mm) 0 5 10 15 20 25 30 35 40 45 50 gpm 0 19 38 57 76 95 114 133 152 171 190 1pm 7.5 15 Ips 2.3 4.6 mps Flow 1" (25mm) bars psi CL tt 1.1 16 121 I 2 .8 101 .7 I 2 I 5 8, I n .4 6ca 1 2 .3 41 I .1 2 I 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow 1¼" (32mm) bars psi tt I 14 12 0 10 20 30 40 50 60 70 80 90 100 110 120gpm 0 38 76 114 152 190 228 266 304 342 380 418 4561pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow Capacity As compiled from documented Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California lab tests. tt Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) ** UL rated flow ½" (15mm) bars psi tt L-Ff- J U 12 gpm 0 7.6 15.2 22.8 30.4 38 45.6 1pm 5 7.5 10 fps 1.5 2.5 3.0 mps Flow 1½" (40mm) bars psi tt__________________________ . .8 12 2 .7 10 .5 8 HHH .4 6 .3 4 212 0 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 66 304 342 380 418 456 1pm 5 7.5 10 15 fps 1.5 2.5 3.0 4.5 mps Flow 2" (50mm) bars psi tt .8 12 2 .7 10 .5 8 2 = .4 6 w .3 4 2 .1 2 0O 0 25 50 75 100 125 150 175 200 gpm O 95 190 285 380 475 570 665 760 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow 2½" (65mm) bars psi if ** cL 7 10 .5 8 6 ca .3 4 2 2 00 O 25 50 75 100 125 150 175 200 225 250 gpm O 95 190 285 380 475 570 665 760 855 950 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow 3" (80mm) bars psi .7 10 if CL ** E .5 8 .4 6 C., = .3 4 _________________ CD .1 2 O 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm O 95 190 285 380 475 570 665 760 855 950 1045 114012351pm 5 7.5 10 fps 1.5 2.3 3.0 mps Flow %VWATrS® USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com ES-LF007 1808 © 2018 Watts tqcci Fire Protection Products Worldwide www.tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential 49 K-factor Concealed Pendent Sprinkler Flat Plate, Wet Pipe and Dry Pipe Systems General Description TYCO RAPID RESPONSE Series LFII Residential 4.9K Concealed Pendent Sprinklers (1Y3596) are decorative, fast response, fusible solder sprinklers designed for use in residential occu- pancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aes- thetically appealing sprinkler design. In addition, the concealed design of the Series LFII Residential Concealed Pendent Sprinklers (TY3596) provides 1/2 inch (12,7 mm) vertical adjustment. This adjustment provides a measure of flexibility when cutting fixed sprinkler drops. The Series LFII Residential Concealed Sprinklers are intended for use in the following scenarios: wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 13D wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 The Series LFII Residential Concealed Pendent Sprinklers (TY3596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII Residential Con- cealed Pendent Sprinklers (TY3596) are shipped with a Disposable Pro- tective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being installed or finished. The tip of the Protective Cap can also be used to mark the center of the ceiling hole into plaster board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling installation is complete the Pro- tective Cap is removed and the Cover Plate Assembly installed. Dry Pipe System Application The Series LFII Residential Concealed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprinkler systems, whereas, most residential sprinklers are labora- tory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Concealed Pendent Sprinklers (TY3596) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residen- tial Concealed Pendent Sprinklers offer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13,13D, or 13R. FEBRUARY 2015 NOTICE The Series LFII Residential Concealed Pendent Sprinklers (TY3596) described herein must be installed and main- tained in compliance with this docu- ment and with the applicable standards of the National Fire Protection Associa- tion (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) 1Y3596 TFP442 TFP442 Page 2 of 6 BODY (1/2' NPT) - CAP SADDLE - SUPPORT CUP WITH - ROLL FORMED THREADS GUIDE PIN V GUIDE PIN HOUSING DEFLECTOR - THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING SEALING ASSEMBLY SPRINKLER WRENCHING AREA COMPRESSION SCREW LEVER Vu SOLDER LINK I I I I ELEMENT I I I I I I I I I I I I I I I I I I DEFLECTOR J L (OPERATED - - I POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY RETAINER WITH THREAD DIMPLES o Q EJECTION SPRING WRENCH RECESS et PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W-TYPE 18 SPRINKLER WRENCH SOLDER -, COVER PLATE/RETAINER '-_. COVER TAB ASSEMBLY PLATE FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TV3596) SPRINKLER- SUPPORT CUP ASSEMBLY OPERATED SPRINKLER COVER PLATE RETAINER LJ 7/8" (22,2 mn) \J 1-1/8JTING" (28,6 mm) / DISPOSABLE DEFLECTOR IN to I ,U Film) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR 2-1/2 DIA. (63,5 1/2 (12,7 mm) FACE OF 1/2 THREADED SPRINKLER NPT ADJUSTMENT FITTING ±1/4" mm mm) TFP442 Page 3 of 6 Technical Data Approvals UL and C-UL Listed NYC Approved under MEA 44-03-E-2NSF Certified to NSF/ANSI 61 The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers are only Listed with the Series LFII Con-cealed Cover Plates having a factory-ap-plied finish. Cover Plates can be ordered by following the instructions in the Ordering Procedure section. Maximum Working Pressure 175 psi (12,1 bar) Discharge Cfficient K=4.9 gpm/psi (70,6 pm/bar1 /2) Temperature Rating 160°F (71°C) Sprinkler with 139°F (59°C) Cover Plate Vertical Adjustment 1/2 inch (12,7 mm) Finishes' Refer to Ordering Procedure section. Physical Characteristics Body.........................Brass Cap.........................Bronze Saddle .......................Brass Sealing Assembly.......Beryllium Nickel w/TEFLON Soldered Link Halves............Nickel Lever........................Bronze Compression Screw.............Brass Deflector ................... Copper or Brass Guide Pin Housing .............Bronze Guide Pins .............Stainless Steel or Bronze Support Cup ...................Steel Cover Plate ..................Copper Retainer ......................Brass Cover Plate Ejection Spring..........Stainless Steel Operation When exposed to heat from a fire, the Cover Plate, which is normally soldered to the Support Cup at three points, falls away to expose the sprinkler assembly. At this point the Deflector supported by the Arms drops down to its operated position. The fusible link of the sprin- kler assembly is comprised of two link halves that are soldered together with a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprinkler to activate and flow water. Design Criteria TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprin- klers (TY3596) are UL and C-UL Listed for installation in accordance with this section. Note: When conditions exist that are outside the scope of the provided cri- teria, refer to the Residential Sprinkler Design Guide TFP490 for the manu- facturer's recommendations that may be acceptable to the authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 about the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rates are given in Tables A and B as a function of tem- perature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: the flow rates given in Tables A and B as a function of temperature rat- ing and the maximum allowable cov- erage area a minimum discharge of 0.1 gpm/ft.2 over the design area comprised of the four (4) most hydraulically demanding sprinklers for actual coverage areas protected by the four (4) sprinklers The number of design sprinklers speci- fied in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. Dry Pipe System Water Delivery When using the Series LFII Residen- tial Concealed Pendent Sprinklers (TY3596) in dry pipe sprinkler systems, the time for water delivery must not exceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity The sprinklers are to be installed rela- tive to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Ref. Table A or B) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). The Series LFII must not be used in applications where the air pres- sure above the ceiling is greater than that below. Down drafts through the Support Cup could delay sprinkler operation in a fire situation. TFP442 Page 4 of 6 WET PIPE SYSTEM Minimum Flow and Residual Pressure 2.3 Maximum Coverage Maximum Spacing Sp Ordinary Temp. Rating Area 1 160°F (71°C) Minimum Ft. x Ft. Ft. (m) Deflector to Installation Spacing Flow Pressure (mx m) Ceiling Type Ft. gpm psi (m) (1pm) (bar) 12x12 12 13 7.0 Smooth (3,7 X 3,7) (3,7) (49,2) (0,48) Ceilings 718t01-118 14x14 14 13 7.0 inches (4,3 x 4,3) (4,3) (49,2) (0,48) Beamed Ceilings per NFPA 13D or Concealed 8 (2,4) 16x16 (4,9 X 4,9) 16 (4,9) 13 49,2) 7.0 (0,48) 13R, or 13. Installed in 18x18 18 17 12.0 beam (5,5x5,5) (5,5) (64,3) (0,83) 7/8to1-1/8 inches below 20 x 20 20 20 16.7 bottom of (6,1 x6,1) (6,1) (75,7) (1,15) beam Notes: For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in gpm llpml from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gpmJft.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT PLATE CONCEALED PENDENT SPRINKLER (TY3596) - NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Minimum Flow and Residual Pressure 2.3 Maximum Coverage Maximum Spacing S Ordinary Temp. Rating Area 160°F (71°C) Minimum Ft. x Ft. Ft. Deflector to Installation Spacing Flow Pressure (mx m) (m) Ceiling Type Ft. gpm psi (m) (1pm) (bar) 12x12 12 13 7.0 Smooth (3,7 X 3,7) (3,7) (49,2) (0,48) Ceilings 7/8 to 1-1/8 14x14 14 14 8.2 inches (4,3x4,3) (4,3) (53,0) (0,57) Beamed Ceilings per 8 16 x 16 16 15 9.4 (4,9 x 4,9) (4,9) (56,8) (0,65) NFPA 13D or Concealed (2,4) 13R, or 13. Installed in 18x18 18 18 13.5 beam (5,5x5,5) (5,5) (68,1) (0,93) 7/8to1-1/8 inches below 20 x 20 20 21 18.4 bottom of (6,1 x6,1) (6,1) (79,5) (1,27) beam Notes: For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in gpm (lpm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gprn/ft.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT PLATE CONCEALED PENDENT (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA TFP442 Page 5 of 6 Installation TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprin- klers (TY3596) must be installed in accordance with this section. General Instructions Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only (i.e., do not apply pressure to the fusible Link Assembly). A 1/2 inch NPT sprinkler joint should be obtained with a minimum to maximum torque of 7 to 14 lbs.-ft. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Cover Plate / Retainer Assembly by under- or over-tightening the Sprinkler. Read- just the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant applied to the pipe threads, and using the W-Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler / Support Cup Assembly into the fitting. The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Guide Pins during ceiling installation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Note: As long as the protective Cap remains in place, the system is consid- ered to be "Out Of Service." Step 5. After the ceiling has been completed with the 2-1/2 inch (63 mm) diameter clearance hole and in prep- aration for installing the Cover Plate Assembly, remove and discard the Pro- tective Cap, and verify that the Deflec- tor moves up and down freely. If the sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire sprinkler assembly. Do not attempt to modify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate Assembly until its flange comes in contact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceiling panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprin- klers (TY3596) must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of a Cover Plate may delay the sprinkler operation in a fire situation. When properly installed, there is a nominal 1/8 inch (3,2 mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 3. This air gap is necessary for proper opera- tion of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted units. Non-factory applied paint may adversely delay or prevent sprinkler operation in the event of a fire. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid damage before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. TFP442 Page 6 of 6 Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Series LFll (TY3596) 4.9K Residential Concealed Pendent Sprin- kler without Cover Plate Assembly, PIN 51-112-1-160 Cover Plate Assemblies Specify: Cover Plate Assembly with (specify) finish for the Series LFll (1Y3596) 4.9K Residential Concealed Pendent Sprinkler, P/N (specify): Ivory (RAL1015) ...........P/N 56-202-0-135 Beige (RAL1001)...........P/N 56-202-2-135 Pure White * (RAL9010) .....P/N 56-202-3-135 Signal White ** (RAL9003) ... P/N 56-202-4-135 Grey White (RAL9002) ......P/N 56-202-5-135 Brown (RALBO2B) .......... P/N 56-202-6-135 Black (RAL9005) ..........P/N 56-202-7-135 Brushed Brass ............P/N 56-202-8-135 Brushed Chrome ..........P/N 56-202-9-135 Custom Paint .............P/N 56-202-X-135 * Eamem Hemisphere sales only ** Previously known as Bright White Note: All Custom Cover Plates are painted using Sherwin Williams Interior Latex Paint. Contact Tyco Customer Service with any questions related to custom orders. Sprinkler Wrench Specify: W-Type 18 Sprinkler Wrench, P/N 56-000-1-265 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +-, -215-362-0700 Copyright © 2015 Tyco Fire Products, LP. All rights reserved. co t" TEFLON is trademark of The DuPont Corporation. Fire Protection Products tqco Fire Protection Products Worldwide I www.tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential 49 K-factor Pendent Sprinkler Wet Pipe and Dry Pipe Systems General Description TYCO RAPID RESPONSE Series LFII Residential 4.91K Pendent and Recessed Pendent Sprinklers (TY2234) are decorative, fast response, frangi- ble bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. When aesthetics and optimized flow characteristics are the major con- sideration, the Series LFII Residential Sprinklers (TY2234) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 130 wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceiling position. The IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe drops to the sprinklers must be cut. The Series LFII Residential Sprinklers have been designed with heat sensi- tivity and water distribution charac- teristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. Dry Pipe System Application The Series LFII Residential Pendent and Recessed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprin- kler systems, whereas, most residential sprinklers are laboratory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Resi- dential Sprinklers offer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13,13D, or 13R. L(.1tfW The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) described herein must be installed and maintained in compliance with this document and the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. MARCH 2015 Sprinkler Identification Number (SIN) TY2234 Technical Data Approvals UL Listed (for use with wet pipe and dry pipe sys- tems) C-UL Listed (for use only with wet pipe systems) Certified to all requirements of NSF/ANSI 61 (Refer to the Design Criteria section for de- tails on these approvals.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 gpm/psi112 (70,6 1pm/bar1/2) Temperature Rating 155°F (68°C) or 175°F (79°C) Finishes Natural Brass, Pure White, Signal White, or Chrome Plated Physical Characteristics Frame ........................Brass Button ......................Copper Sealing Assembly ......Beryllium Nickel w/TEFLON Bulb (3 mm)...................Glass Compression Screw ............Bronze Deflector .....................Bronze TFP400 TFP400 Page 2 of 6 7/16 (11,1 mm) 1/2 ESCUTCHEON Components: NOMINAL NPT PLATE SEATING 2-7/8 DIA.________ 1 - Frame MAKE-IN SURFACE (73,0 mm) 2 - Button 2-1/4 3 - Sealing Assembly 1 4-Bulb 5 - Compression 2 Screw YESCUTCHEON 1-5/8' 6 - Deflector* ______ f (57,2 mm )STYLE 20 (41,3 mm) I w ECESSED * Temperature rating is 6* .... FLATS indicated on Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) 2-7/8" DIA. (73,0 mm) 1/2" (12,7 mm) 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm) MOUNTING PLATE , t f 1/8" (3,2 mm) 1-3/8" (34,9 mm)J 34 1-1/8" (28,6 mm) 7/16±1/8" (11,1±3,2 mm) FACE OF SPRINKLER FITTING t \ - MOUNTING SURFACE CLOSURE Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential 4.91K Pendent and Recessed Pendent Sprinklers are UL and C-UL Listed for installation in accordance with this section. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufactur- er's recommendations that may be acceptable to the local authority having Jurisdiction. / WRENCH RECESS / (END "A" USED FOR TY2234) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 for the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13, as applicable. FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER TFP400 Page 3 of 6 Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 130 or NFPA 13R, the minimum required sprinkler flow rates are given in Tables A and B as a function of tem- perature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 130 or NFPA 13R. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Table A or B as a function of temperature rating and the maximum allowable coverage area. A minimum discharge of 0.1 gpm/ft2 over the "design area" comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. The number of design sprinklers speci- fied in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. Dry Pipe System Water Delivery When using the Series LFII Residential Sprinklers (TY2234) in dry pipe sprin- kler systems, the time for water deliv- ery must not exceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity Sprinklers are to be installed with a deflector-to-ceiling distance of 1-1/4 to 4 inches. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A or B) being hydraulically cal- culated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- eon Plate by under- or over- tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series LFII Residential Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accor- dance with the following instructions: Step 1. Install pendent sprinklers in the pendent position with the deflector par- allel to the ceiling. Step 2. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Series LFII Residential Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with the following instructions: Step A. Install recessed pendent sprin- klers in the pendent position with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 4). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step D. After the ceiling has been installed or the finish coat has been applied, slide on the Style 20 Closure over the Series LFII Residential Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFP400 Page 4 of 6 WET PIPE SYSTEM Minimum Flow and Residual Pressure (2)(3) Maximum Coverage Ordinary Temperature Rating Intermediate Temperature Rating Area (1) 155°F (68°C) 175°F (79°C) Minimum Deflector to Installation Spacing Flow Pressure Flow Pressure Ft. x Ft. Ceiling Type Ft. (m x m) gpm psi gpm psi (m) (I/mm) (bar) (I/mm) (bar) 12x12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1-1/4 to 14x14 (4,3 x 4,3) 13 (49,2) 7.0 (0,48) 13 (49,2) 7.0 (0,48) 41nches Beamed Recessed using Style 20 16x16 13 7.0 13 7.0 Ceilings per Escutcheon or 8 (4,9 x 4,9) (49,2) (0,48) (49,2) (0,48) NFPA 13D or 13R non-recessed per NFPA 13D, 13R, or 13 (2,4) 18 x 18 17 12.0 17 12.0 (5,5x5,5) (64,3) (0,83) (64,3) (0,83) 1-1/4to1-3/4 inches below bottom of 20 x 20 20 16.7 20 16.7 (6,1 x6,1) (75,7) (1,15) (75,7) (1,15) beam. Notes: For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in gpm (1pm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gpm/ft.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Maximum Minimum Flow and Residual Pressure (2)(3) Coverage Ordinary Temperature Rating Intermediate Temperature Rating Area (ii 155°F (68°C) 175°F (79°C) Minimum Ft. x Ft. (mxm) Deflector to Ceiling Installation Type Spacing Ft. Flow Pressure Flow Pressure gpm psi gpm psi (m) (I/mm) (bar) (I/mm) (bar) 12x12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1-1/4 to 4 inches 14 X 14 14 8.2 14 8.2 (4,3 x 4,3) (53,0) (0,57) (53,0) (0,57) Beamed Recessed using Style 20 Escutcheon or 8 16x16 15 9.4 15 9.4 (4,9 x 4,9) (56,8) (0,65) (56,8) (0,65) Ceilings per NFPA 13D or 13R non-recessed per NFPA 13D, 13R, or 13 (2,4) 18 x 18 18 13.5 18 13.5 (5,5 x 5,5) (68,1) (0,93) (68,1) (0,93) 1-1/4 to 1-3/4 inches below bottom of 20 x 20 21 18.4 21 18.4 (6,1 x6,1) (79,5) (1,27) (79,5) (1,27) beam. Notes: For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in gpm Pp-n) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gprnfft.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA TFP400 Page 5 of 6 Care and Maintenance TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers must be maintained and serviced in accordance with this section: Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Series LFll 4.91K Residential Pendent Sprinkler (TY2234), (specify temperature rating), with (specify) finish, P/N (specify): 155°F (68°C) Natural Brass ..............P/N 51-201-1-155 Pure White (RAL 9010)*P/N 51-201-3-155 Signal White (RAL 9003) .....P/N 51-201-4-155 Chrome Plated .............P/N 51-201-9-155 175°F (79°C) Natural Brass ..............P/N 51-201-1-175 Pure White (RAL 9010)° ......P/N 51-201-3-175 Signal White (RAL 9003) .....P/N 51-201-4-175 Chrome Plated .............P/N 51-201-9-175 Eastern Hemisphere sales only Recessed Escutcheon Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770. Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 TFP400 Page 6 of 6 GLOBAL HEADQUARTERS 11400 PennLrook Parkway, Lansdale, PA 194431 Telephone +1-215-352-0700 Copyright 0 2015 Tyco Fire Products, LP. All rights reserved. ti/ca is trademark of the DuPont Corporation. Fire ,'rotectioi Products (E)POTTER The Symbol of Protection These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4(101mm) square electrical box for indoor use or on a model BBK- I weatherproof backbox or BBX- 1 deep weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. BELLS PBA-AC & MBA-DC UL, ULC, and FM Approved Sizes Available: 6' (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120 VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40° to 150°F (-40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells -4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. ULC only applies to MBA DC bells. Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6(150) 12VDC MBA126 1750070 .12A 85 76 8(200) 12VDC MBA128 1750080 .12A 90 77 10 (250) 12VDC MBA1210 1750060 .12A 92 78 6(150) 24VDC MBA246 1750100 .06A 87 77 8(200) 24VDC MBA248 1750110 .06A 91 79 10(250) 24VDC MBA2410 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* .17A 94 77 10 (250) 24VAC PBA2410 1810024* .1 7A 94 78 6(150) 120VAC PBA1206 1806120* .05A 92 83 8(200) 120VAC PBA1208 1808120* .05A 99 84 10(250) I20VAC PBAI20I0 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. * Does not have ULC listing. r AWARNING I In outdoor or wet installations, bell must be mounted with weatherproof backbox, BBK-1 or BBX- 1. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture, it may fail or create an electrical hazard. Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833• www.pottersignal.com PRINTED IN USA MFG. #5400776 - REV Y PAGE I OF 2 5/08 (E)POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC Bells Dimensions Inches (mm) Wiring (rear view) Fig. 1 Fig. 3 A.C. BELLS 11/16" (68) f(210) (2 0) 6" I (150) WHITE (IN) WHITE (OUT) 2 ~) ______ FROM CONTROL PANEL OR BLACK (IN)(OUT) PRECEDING BELL r-J CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. DWGS 7764 NOTES: I. WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. OWG# 776-3 Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 1/2" conduit entrance 5r L 15 1 (41) DWG# 776-2 (IRS) Installation The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6' below the ceiling. Remove the gong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). àWARNING - Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG. #5400776 - REV Y - PAGE 2 OF 2 5/08 4 (E)POTTER FOR SMALL PIPE VSR-S VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Stock No. 1144440 - AWARNING Installation must be perfomed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. The Model VSR-S is a vane type waterfiow switch for use on wet sprinkler systems that use 1" (25mm), 11/4" (32mm), 11/2" (38mm) or 2" (50mm) pipe size. The unit may also be used as a sectional waterfiow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Enclosure The VSR-S switches and retard device are enclosed in a general purpose, die-cast housing. The cover is held in place with two tamper resistant screws which require a special key for removal. Afield installable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin number 5401103 for installation instructions of this switch. UL, ULC, CSFM Listed and NYMEA Accepted Service Pressure: Up to 300 PSI (20,7 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) UL Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Resistive lOmAmps mm. at 24 VDC Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Usage: Listed plastic, copper and schedule 40 iron pipe. Fits pipe sizes - 1" (25mm), 1 1/4" (32mm), 1 1/2" (38mm) and 2" (50mm) Note: 12 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" (25mm) CPVC, one for 1" (25mm) CPVC (Central), one for 1" threaded Nibco CPVC, and one for 1 1/2" (38mm) threaded (Japan). Environmental Specifications: NEMA-4/IP54 Rated enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. Temperature range: 40° F to 120° F, (4,5° C to 49° C) UL Service Use: Automatic Sprinkler NFPA- 13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090148 (See Fig. 7 for terminations) Replaceable Components: Retard/Switch Assembly, stock no. 1029030 Installation These devices may be mounted in horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15cm) of a valve, drain or fitting which changes the direction of the waterfiow. Select the proper paddle for the pipe size and type of TEE used see Fig. I for instructions on changing paddle. The unit has a 1" NPT bushing for threading into a non-corrosive TEE. See Fig. 2 for proper TEE size, type and installation. Use no more than three wraps of teflon tape. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of waterfiow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified TEE fitting may be installed on the pipe run. Note: Do not leave cover off for an extended period of time. Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, M0,63146-4161 • Phone: 800-325-3936/Canadaggg-882-1833-www.pottersignal.com PRINTED IN USA MFG. #5401206 - REV G PAGE 1 OF 3 12/08 Fig. 4 Typical Electrical Connections ® POTTER The Symbol of Protection Fig. 1 Retard Adjustment The time delay is factory set at 30±10 seconds. The delay canbeadjustedby rotating the retard adjustment knob fromOto the max setting (60- 90 seconds). The time delay should be set at the minimum required to prevent false alarms. ON OF DIRECT] !kt WATER FLOW I WARNING I There are 12 paddles furnished with each imit One for each size of threaded, sweat or plastic TEE as described in Fig. 2. These paddles have raised lettering that shows the pipe size and type ofTEE that they are to be used with. The proper paddllemustbeused.Thepaddlemustbepmpedy attached (see drawing) and the screw that holds the paddle must be securely tightened. FOR SMALL PIPE VSR-S VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Fig. 2 APPROX. I DEPTh) Screw the device into the tee fitting as shown. Care must be taken to properly orient the device for the direction of waterfiow. On sweat tees, no threaded bushings, inserts, or adapters are permitted, unless they comply with the dimensions listed in the chart below. Important - The depth to the inside bottom of the tee should have the following dimensions: Approximate Depth Requitement Tee Size Threaded Sweat CPVC I" xl" xl" 2 1/16" 1 3/4" 27/16" I I/4"x1 I/4"x1" 27/16" 27/16" N/A I I/2"x I I/2"xI" 2 11/16" 2 /4" N/A 2"x2"x1" 33/16" 23/4" N/A AWARNING Do not use more than three wraps of teflon tape. MOUNT SO ARROW ON BUSHING POINTS IN DIRECTION OF WATER.FLOW C NPT THREADED FITTING ON ALL SIZES RUN OF THE TEE MAY BE THREADED OR SWEAT PIPE DIREC WAT DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME CO -... ............ Shown with optional Cover Tamper Switch Kit. Fig. 3 Switch Terminal Connections Clamping Plate Terminal A WAR NING I An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire OWGt WX3 must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. UTIVE DC 05 TAC ZONE ON Notes: The Model VSR-S has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other is used to operate a local audible or visual annunciator. For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. 3). Fig. 7 Cover Tamper Switch Wiring (Shown with cover in place) C N.O. N.C. (WHT) (RED) (BLK) DWG# 8510018-2 Fig. 5 To remove knockouts: NEGATIVE DC OR NEUTRAL AC Place screwdriver at edge of knockouts, not in the center. Fig. 6 Breakoutthin section ofcoverwhenwiring both switches from one conduit entrance. PRINTED IN USA MFG. #5401206 - REV G PAGE 2 OF 3 12/08 (E)POTTER The Symbol of Protection FOR SMALL PIPE VSR-S VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Testing The frequency of inspection and testing for the Model VSR-S and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently.) An inspectors test valve (usually located at the end ofthe mostremote branch line) should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-S is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Maintenance Inspect detectors monthly for leaks. If leaks are found, replace the detector. The VSR-S waterfiow switch should provide years of trouble- free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock #1029030. There is no maintenance required, only periodic testing and inspection. Removal To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterfiow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Use a wrench on the flats of the bushing. Turn the switch counterclockwise to disengage the pipe threads. Gently lift with your fingers, roll the vane so it will fit through the hole while continuing to lift the waterfiow detector. Lift detector clear of pipe. I A CAUTION I Waterfiow switches that are monitoring wet pipe sprinkler systems shall not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterfiow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. Mounting Dimensions 5.56' (141.2 mm) 2.00" (50.8 mm) (52.3 mm) FLW DWG# 206-5 PRINTED IN USA MFG. #5401206 - REV G PAGE 3 OF 3 12/08 tqca Ffre Protection Products Worldwide www.tyco-fire.com Contacts Series TYFRB - 28,42,5.6, and 80 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers described in this data sheet are quick response, standard coverage, deco- rative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY-FRB Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a A two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 when exposed to corrosive atmo- spheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level of the Series TY-FRB Pendent Sprinklers is detailed in Technical Data Sheet TFP356, and Sprinkler Guards are detailed in Tech- nical Data Sheet TFP780. NOTICE The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. NOVEMBER 2015 Sprinkler Identification Number (SIN) TY1131 - Upright 2.8K, 1/2W NPT TY1231 -Pendent 2.8K, 1/2 NPT TY2131 - Upright 4.2K, 1/2- NPT TY2231 - Pendent 4.2K, 1/2- NPT TY3131 - Upright 5.6K, 1/2 NPT TY3231 - Pendent 5.6K, lIZ NPT TY4131 - Upright 8.0K, 3/4" NPT TY4231 -Pendent 8.0K, 3/4" NPT TY4831 - Upright 8.0K, 1/2" NPT 1Y4931 - Pendent 8.0K, 1/2" NPT TFPI7I * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. 1- 2-7/8" (73,0 mm) DIA. RECESSED PENDENT TFPI7I Page 2 of 10 * Temperature rating ** Pipe thread connections per 1 - Frame is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Deflector. special request. PLATE SEATING SURFACE 7/16" (11,1 mm) 2-1/4 MAKE-IN NOMINAL " ,///!! (39,7 mm) I (57,2 mm) Lq_~ 2-3/16 1-9/16" 3 (55,6 mm) I 1 1 1/2 NPT** I WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* 7 - Bushing CROSS SECTION 2-7/8" (73,0 mm) DIA. -'... RECESSED PENDENT FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TYII3I) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT ESCUTCHEON PLATE SEATING SURFACE * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* vrvii L$Li1 2-3/16" (55,6 mm) (38,1 mm) 1 STYLE 10 or 20 H— 2-7/8" (73,0 mm) DIA. —] RECESSED ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 1/2 INCH NPT ESCUTCHEON PLATE SEATING SURFACE 7/16" / (11,1 mm) 2-3/16" MAKE-IN TNOMINAL I _____(55,6 mm) 2-3/16" ___ (55,6mm) 1/2" NPT** I WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* 1R I CROSS SECTION FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TV3231) SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT TFPI7I Page 3 of 10 * Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE N 1/2" _ (12,7mm) I NOMINAL I TJ160MAKE-IN 2-1/4 7 mm) 1-9/16 (39,7 mm) I (57,2 mm) mo 3/4' NPT** f STYLE 30 or 40 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 7/16 /f 3 - Sealing 6 - Deflector * Assembly 4 - Bulb _______ / (11,1 mm) 2-1/4 1-9/16 indicated on Deflector. I 23/16 NOMINAL (57,2 mm) MAKE-IN * Temperature rating is (39,7 mm) 3 (55,6mm) ____- 5 ** Pipe thread connections 6 * per ISO 7-1 can be provided on special 1/2 NPT** f WRENCH request. FLATS UPRIGHT PENDENT CROSS SECTION FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K-FACTOR, 1/2 INCH NPT WRENCH RECESS (END 'A" USED FOR 1/2' NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 6 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 7 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I of Page 4 of 10 Technical Data Approvals UL and C-UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including corrosion- resistant status. Maximum Working Pressure Refer to Table C. Discharge Coefficient K=2.8 gpm/psi½ (40,3 1pm/bar½) K=4.2 gpm/psi½ (60,5 1pm/bar½) K=5.6 gpm/ps1½ (80,6 1pm/bar½) K=8.0 gpm/psi½ (115,2 1pm/bar½) Temperature Rating Refer to Table A and B. Finishes Sprinkler: Refer to Table D. Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or Natural Brass Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly.. Beryllium Nickel w/TEFLON Bulb...............................Glass Compression Screw .................Bronze Deflector ...................Copper/Bronze Bushing (K=2.8).....................Bronze Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers are intended for fire protection systems designed in accordance with the stan- dard installation rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the require- ments of FM's Loss Prevention Data Sheets). Only the Style 10, 20, 30, or 40 Recessed Escutcheon, as applica- ble, is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) tem- perature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 ft-lbs. (9,5 to 19,0 Nm). A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft, lbs. (13,4 to 26,8 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series TY-FRB Upright and Pendent Sprinklers The Series TY-FRB Pendent and Upright Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 6). With ref- erence to Figures 1 through 5, apply the W-Type 6 Sprinkler Wrench to the sprinkler wrench flats. Series TY-FRB Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 7). With reference to Figures 1 to 4, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step C. After ceiling installation and finishing, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFPI7I Page 5oflO SPRINKLER FINISH ISee Note 5) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED POLYESTER*** 2.8 1/2" NPT PENDENT (TY1231) and UPRIGHT (TY113I) 135°F (57°C) Orange 1, 2, 3, 4 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue RECESSED PENDENT (TY1231)* Figure 8 135°F (57°C) Orange 1,2,4 155°F (68°C) Red 175°F (79°C) Yellow 200°F(93°C) Green RECESSED PENDENT (TY1231)** Figure 9 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 4.2 1/2" NPT PENDENT (TY2231) and UPRIGHT (TY2131) 135°F (57°C) Orange 1,2 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue RECESSED PENDENT (TY2231)* Figure 10 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200°F(930C) Green RECESSED PENDENT (TY2231)** Figure 11 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green NOTES: Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. : Installed with Style 10(1/2" NPT) or Style 40(3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS TFPI7I Page 6oflO SPRINKLER FINISH (See Note 8) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED LEAD COATED 5.6 1/2" NPT PENDENT (TY3231) and UPRIGHT (TY3131) 135°F (57°C) Orange 1,2, 3, 4, 5, 6, 7 Blue 1,2, 3, 5 155°F(68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) RECESSED PENDENT (TY3231)* Figure 12 135°F (57°C) Orange 1, 2, 4, 5 Blue N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) RECESSED PENDENT (TY3231)** Figure 13 135°F (57°C) Orange 1, 2,3, 4, 5 Blue N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) 8.0 3/4" NPT PENDENT (TY4231) and UPRIGHT (TY4131) 135°F (57°C) Orange 1,2,3,4, 5, 6, 7 Blue 1, 2, 5 1550F(68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) RECESSED PENDENT (TY4231)° Figure 14 135°F (57°C) Orange 1, 2, 5 Blue N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) RECESSED PENDENT (TY4231)** Figure 15 135°F (57°C) Orange 1,2,3,5 Blue N/A 155°F (68°C) Red 175°F(79°C) Yellow 200°F (93°C) Green 286°F (141°C) 8.0 1/2" NPT PENDENT (TY4931) and UPRIGHT (TY4831) 135°F (57°C) Orange 1, 2, 4, 5, 6 Blue 1, 2, 5 155°F(68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286-F (1410C) NOTES: Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers. However, LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details, contact Tyco Fire Suppression & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. ' Where Polyester Coated and Lead-Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Where Lead-Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion-Resistant Sprinklers. Installed with Style 10(1/2" NPT) or Style 40(3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS TFPI7I Page 7 of 10 SPRINKLER FINISH K FACTOR TYPE NATURAL BRASS I CHROME PLATED I POLYESTER LEAD COATED PENDENT (TY1231) and 2.8 UPRIGHT (TY1131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY1231) PENDENT (TY2231) and 4.2 UPRIGHT (TY2131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY2231) PENDENT (TY3231) and 5.6 UPRIGHT (TY3131) 250 PSI (17,2 BAR) 1/2" NPT OR 175 PSI (12,1 BAR) RECESSED (SEE NOTE 1) PENDENT (TY3231) PENDENT (TY4231) 175 PSI 8.0 and UPRIGHT (TY4131) (12,1 BAR) 3/4" NPT 175 PSI (12,1 BAR) RECESSED N/A PENDENT (TY4231) 8.0 PENDENT (TY4931) 175 PSI 1/2" NPT and UPRIGHT (TY4831) 175 PSI (12,1 BAR) (12,1 BAR) NOTES: 1 The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Under- writers Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. Care and Maintenance The TYCO Series TY-FRB must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but TABLE C MAXIMUM WORKING PRESSURE have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or sprinkler manufac- turer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Care must be exercised to avoid damage to the sprinklers -before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section). Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion-resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion-resistant material, which can be affected by the corrosive conditions present. TFPI7I Page 8of1O 2-7/8 DIA. 5/8±1/4' (73,0 mm) 3/4 (19,1 mm) (15,9±6,4 mm) I 1/4"(6,4 mm) / FACE OF 2-1/4" DIA. - (57,2 mm ? MOUNTING SPRINKLER PLATE FITTING 1/8 (3,2 mm) MOUNTING / SURFAC7 CLOSURE SERIES 1-5/16" (33 TY-FRB 13/16" (20,6 mm) FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. - 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. I 1/4" (6,4 mm) I ER PLATE FITTING 1/8' / FACE OF - (57,2 mm) MOUNTING SPRINKLER / )/ (3,2 mm) MOUNTING SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TY-FRB 3/4" (19,1 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT ____ 2-7/8' DIA. - (73,0 mm) /Aq 1/2±1/8" 1/2" (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. I 1/4" (6,4 mm) / FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8' (3,2 mm) MOUNTING 7/. J SURFACE 1 1 -5/16" (33,3 mm) CLOSURE SERIES TY-FRB 1-1/16" (27,0 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. - 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) / FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) AA I 1777 MOUNTING $ SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TY-FRB 1" (25,4 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT TFPI7I Page 9 of 10 2-7/8 DIA. - 5/8±1/4 (73,0 mm) 3/' (19,1 mm) (15,9±6,4 mm) 2-1/4' DIA. 1/4 (6,4 mm) MOUNTING SPRINKLER PLATE FITTING / FACE OF - (57,2 mm 1/8' I'J (3,2 mm) MOUNTING SURFACE SERIES 1-1/4(31,8 mm) 1 CLOSURE TY-FRB 3/4° (19,1 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8 DIA. 5/8±1/4 (73,0 mm) I 3/4° (19,1 mm) I (15,9±6,4 mm) 2-1/4 DIA. I 1/4 (6,4 mm) / FACE OF (57,2 mm) MOUNTING SPRINKLER Ji PLATE FITTING 1/8 3,2 mm) I t- -- MOUNTING SURFACE CLOSURE SERIES 1-5/16 (33,3 mm)I TYFRB 13/16 (20,6 mm) FIGURE 14 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 314 INCH NPT - 2-7/8 DIA. (73,0 mm) - I 1/2±1/8 1/2 (12,7 mm) 12,7±3,2 mm) 2-1/4 DIA. 1/4 (6,4 mm) I / FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE I FITTING 1/8° (3,2 mm) 'to' MOUNTING SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TY-FRB 1° (25,4 mm) FIGURE 13 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8 DIA. 1/2±1/8 (73,0 mm) - 1/2 (12,7 mm) (12,7±3,2 mm) 2-1/4 DIA. 1/4 (6,4 mm) I / FACE OF (57,2 mm) MOUNTING I SPRINKLER PLATE I I FITTING 1/8 (3,2 mm) P177 7 I MOUNTING SURFACE CLOSURE SERIES 1-5/16 (33,3 mm) TV-FRB 1-1/16° (27,0 mm) FIGURE 15 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT -I- 1 NATURAL BRASS PURE WHITE - POLYESTER (RAL901O)1 SIGNAL WHITE - POLYESTER (RAL9003) JET BLACK - POLYESTER (RAL9005)2 7 LEAD COATED 9 I CHROME PLATED TFPI7I 0' Page 10 of 10 P/N 57-XXX-X-XXX I SIN I SPRINKLER FINISH 330 2.8K UPRIGHT (1/2"NPT) TY1131 331 2.8K PENDENT (1/2"NPT) 1Y1231 340 4.2K UPRIGHT (1/2"NPT) TY2131 341 4.2K PENDENT (1/2"NPT) TY2231 370 5.6K UPRIGHT (1/2"NPT) TY3131 371 5.6K PENDENT (1/2"NPT) 1Y3231 390 8.0K UPRIGHT (3/4"NPT) TY4131 391 8.0K PENDENT (3/4"NPT) TY4231 360 8.0K UPRIGHT (1/2"NPT) TY4831* 361 8.OK PENDENT (1/2"NPT) 1Y49317 TEMPERATURE RATINGS 135 135°F(57°C) 155 155°F(68°C) 175 175-F (79-C) 200 200°F (93°C) 286 I 286°F(141°C) NOTES: Eastern Hemisphere sales only. Available in only 2.81K, 4.21K, and 8.01K, 155F (68C) and 200F (93CC); requires lead time to manufacture. TABLED SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB (Specify SIN), (specify K-factor), (specify Pendent or Upright) Sprinkler (specify) temperature rating, (specify) finish or coating, P/N (specify from Table D) Recessed Escutcheon Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*) Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 * Refer to Technical Data Sheet TFP770 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2015 Tyco Fire Products, LP. All rights reserved. TEFLON is trademark of The DuPont Corporation. tqco Fire Protection Products