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Home My WebLink About1730 YADA PL; ; FPR2018-0160; PermitPERMIT REPORT eucityof Carlsbad Print Date: 06/27/2024 Permit No: FPR2018-0160 Job Address: 1730 YADA P1, CARLSBAD, CA Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinki Parcel Th Track #: Applied: 09/27/2018 Valuation: $0.00 Lot #: Issued: 12/10/2018 Occupancy Group: Project #: Finaled Close Out: 11/21/2019 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Salcedo, Felix Plan Check #: Project Title: Description: PLAN 3 - YADA FARM LOT 7 - 13D NEW SPRINKLER SYSTEM FPContractor: NP MECHANICAL INC P0 BOX 309 CORONA, CA 92878-0309 (951) 667-4220 FEE AMOUNT FIRE NFPA 13D Single Family System (Insp/Bldg) $125.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 Total Fees: $371.00 Total Payments To Date: $371.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : 12 PACIFIC Building : PLAN 3 Location : CALC AREA 1 System Contract Data File : PLAN3 CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N NP Mechanical Page 1 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12 PACIFIC Date - 9/11/18 Location - CALC AREA 1 Building - PLAN 3 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - JC Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )l (X)2 ( )4 )Other )Specific Ruling Made by Date - Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 26.003 Psi Required 23.225 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 75 R Residual (Psi) - 43 Flow (Gpm) - 3050 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. 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 NP Mechanical 12 PACIFIC Page 2( Date 9111/18 City Water Supply: Demand: Cl - Static Pressure : 67.5 Dl - Elevation : 14.725 C2 - Residual Pressure: 38.7 D2 - System Flow : 26.003 C2 - Residual Flow : 3050 D2 - System Pressure : 59-851 Hose ( Demand) : 5 D3 - System Demand : 31.003 Safety Margin : 7.643 150 140 130 p120 R 11 E10° S90 s 80 u 70 : R 60 50 D3 40 30 TTITT.TTTIIT... 20 .i.... 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 12 PACIFIC Date 9/11/18 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* 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 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 NP Mechanical Page 4 12 PACIFIC Date 9/11/18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Hi 10.0 4.9 7.04 na 13.0 H2 10.0 4.9 7.04 na 13.0 H3 20.0 5.97 na H4 20.0 5.97 na H5 20.0 6.05 na 11.0 7.19 na Dl 11.0 6.99 na D2 11.0 6.98 na 2 11.0 9.0 na 3 11.0 9.0 na 4 11.0 9.25 na 5 11.0 9.45 na 6 11.0 9.98 na 7 11.0 10.23 na 8 11.0 10.55 na 9 11.0 10.94 na 10 11.0 11.21 na ii 11.0 10.69 na 12 11.0 10.54 na 13 11.0 10.2 na 14 21.0 5.52 na D4 21.0 5.54 na D5 21.0 5.62 na 16 21.0 5.8 na 17 21.0 6.1 na 18 21.0 6.16 na 19 21.0 6.12 na 20 21.0 6.37 na 21 21.0 5.78 na D3 21.0 5.53 na 22 21.0 5.53 na 23 21.0 5.4 na TR 11.0 12.55 na GA 5.0 15.93 na BR 2.0 23.23 na EL -3.0 25.69 na X -3.0 30.19 na 5.0 Ml -3.0 31.28 na M2 -3.0 35.5 na CM -3.0 50.75 na 100 -3.0 50.75 na 101 -3.0 50.75 na SRC -24.0 59.85 na 0.05 256 7.0 0.05 256 7.039 The maximum velocity is 12.79 and it occurs in the pipe between nodes M2 and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c'.or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn Hi 13.00 0.874 0 3.0 1.000 7.042 K Factor = 4.90 to 150.0 0.0 3.000 -0.433 Dl 13.0 0.0942 0.0 4.000 0.377 Vel = 6.95 0.0 13.00 6.986 K Factor = 4.92 H2 13.00 0.874 0 3.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 3.000 -0.433 D2 13.0 0.0945 0.0 4.000 0.378 Vet = 6.95 0.0 13.00 6.984 K Factor = 4.92 H3 0.0 0.874 N 7.0 1.000 5.965 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 5.532 K Factor = 0 H4 0.0 0.874 0 3.0 1.000 5.971 to 150.0 0.0 3.000 -0.433 D4 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 5.538 K Factor = 0 H5 0.0 0.874 0 3.0 1.000 6.054 to 150.0 0.0 3.000 -0.433 D5 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 5.621 K Factor =0 1 -13.54 0.874 R 1.0 1.000 7.190 to 150.0 0.0 1.000 0.0 Dl -13.54 -0.1020 0.0 2.000 -0.204 Vel = 7.24 Dl 13.00 0.874 R 1.0 9.000 6.986 to 150.0 0.0 1.000 0.0 D2 -0.54 -0.0002 0.0 10.000 -0.002 Vel = 0.29 D2 13.00 0.874 N 7.0 12.083 6.984 to 150.0 R 1.0 11.000 0.0 2 12.46 0.0873 0 3.0 23.083 2.014 Vel = 6.66 2 -12.62 1.101 2R 2.0 11.333 8.998 to 150.0 0 5.0 7.000 0.0 3 -0.16 0.0 0.0 18.333 0.0 Vel = 0.05 3 -13.38 0.874 N 7.0 10.750 8.998 to 150.0 0.0 7.000 0.0 1 -13.54 -0.1019 0.0 17.750 -1.808 Vel = 7.24 0.0 -13.54 7.190 K Factor = -5.05 3 13.39 1.101 N 7.0 0.750 8.998 to 150.0 0.0 7.000 0.0 4 13.39 0.0324 0.0 7.750 0.251 Vel = 4.51 4 0.0 1.101 0 5.0 10.000 9.249 to 150.0 0.0 5.000 -4.331 23 13.39 0.0323 0.0 15.000 0.485 Vel = 4.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 12 PACIFIC Date 9/11/18 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 13.39 5.403 K Factor = 5.76 2 12.61 1.101 R 1.0 7.583 8.998 to 150.0 N 7.0 8.000 0.0 5 12.61 0.0290 0.0 15.583 0.452 Vel = 4.25 5 0.0 1.101 3R 3.0 10.417 9.450 to 150.0 0 5.0 8.000 0.0 6 12.61 0.0290 0.0 18.417 0.534 Vel = 4.25 6 -8.78 0.874 R 1.0 20.750 9.984 to 150.0 0 3.0 4.000 0.0 7 3.83 0.0098 0.0 24.750 0.243 Vel = 2.05 7 0.0 0.874 3R 3.0 22.417 10.227 to 150.0 N 7.0 10.000 0.0 8 3.83 0.0098 0.0 32.417 0.319 Vel = 2.05 8 0.0 0.874 5R 5.0 35.167 10.546 to 150.0 0.0 5.000 0.0 9 3.83 0.0098 0.0 40.167 0.395 Vel = 2.05 9 9.22 1.101 R 1.0 2.667 10.941 to 150.0 0 5.0 6.000 0.0 10 13.05 0.0309 0.0 8.667 0.268 Vel = 4.40 10 12.95 1.101 N 7.0 5.167 11.209 to 150.0 0.0 7.000 0.0 TR 26.0 0.1105 0.0 12.167 1.345 VeI= 8.76 0.0 26.00 12.554 K Factor = 7.34 10 -12.95 1.101 N 7.0 10.167 11.209 to 150.0 0.0 7.000 0.0 11 -12.95 -0.0305 0.0 17.167 -0.523 Vel = 4.36 11 0.0 1.101 2R 2.0 2.667 10.686 to 150.0 0.0 2.000 0.0 12 -12.95 -0.0304 0.0 4.667 -0.142 Vel = 4.36 12 4.16 1.101 2R 2.0 14.417 10.544 to 150.0 N 7.0 9.000 0.0 13 -8.79 -0.0149 0.0 23.417 -0.348 Vel = 2.96 13 0.0 1.101 2R 2.0 12.250 10.196 to 150.0 0.0 2.000 0.0 6 -8.79 -0.0149 0.0 14.250 -0.212 Vel = 2.96 0.0 -8.79 9.984 K Factor = -2.78 14 6.28 1.101 R 1.0 1.667 5.516 to 150.0 0.0 1.000 0.0 D4 6.28 0.0082 0.0 2.667 0.022 Vel = 2.12 D4 0.0 1.101 R 1.0 9.417 5.538 to 150.0 0.0 1.000 0.0 D5 6.28 0.0080 0.0 10.417 0.083 Vel = 2.12 D5 0.0 1.101 R 1.0 13.917 5.621 to 150.0 N 7.0 8.000 0.0 16 6.28 0.0080 0.0 21.917 0.175 VeI= 2.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 1.101 4R 4.0 29.083 5.796 to 150.0 0 5.0 9.000 0.0 17 6.28 0.0080 0.0 38.083 0.304 Vel = 2.12 17 -2.12 1.101 N 7.0 8.333 6.100 to 150.0 0.0 7.000 0.0 18 4.16 0.0037 0.0 15.333 0.057 VeI= 1.40 18 0.0 1.101 0 5.0 10.000 6.157 to 150.0 0.0 5.000 4.331 12 4.16 0.0037 0.0 15.000 0.056 Vel = 1.40 0.0 4.16 10.544 K Factor = 1.28 17 2.12 1.101 R 1.0 10.167 6.100 to 150.0 0 5.0 6.000 0.0 19 2.12 0.0011 0.0 16.167 0.017 Vel= 0.71 19 7.10 1.101 N 7.0 8.333 6.117 to 150.0 0.0 7.000 0.0 20 9.22 0.0162 0.0 15.333 0.249 VeI= 3.11 20 0.0 1.101 0 5.0 10.000 6.366 to 150.0 0.0 5.000 4.331 9 9.22 0.0163 0.0 15.000 0.244 Vel = 3.11 0.0 9.22 10.941 K Factor = 2.79 19 -7.11 1.101 2R 2.0 25.000 6.117 to 150.0 N 7.0 9.000 0.0 21 -7.11 -0.0100 0.0 34.000 -0.341 Vel= 2.40 21 0.0 1.101 3R 3.0 21.250 5.776 to 150.0 0.0 3.000 0.0 22 -7.11 -0.0101 0.0 24.250 -0.244 Vel = 2.40 0.0 -7.11 5.532 K Factor = -3.02 D3 0.0 0.874 0 3.0 3.333 5.532 to 150.0 0.0 3.000 0.0 22 0.0 0.0 0.0 6.333 0.0 Vel = 0 22 -7.11 1.101 2R 2.0 10.833 5.532 to 150.0 0.0 2.000 0.0 23 -7.11 -0.0101 0.0 12.833 -0.129 VeI= 2.40 23 13.39 1.101 N 7.0 7.167 5.403 to 150.0 0.0 7.000 0.0 14 6.28 0.0080 0.0 14.167 0.113 Vel= 2.12 0.0 6.28 5.516 K Factor = 2.67 TR 26.00 1.101 R 1.0 6.000 12.554 to 150.0 0.0 1.000 2.599 GA 26.0 0.1106 0.0 7.000 0.774 Vel = 8.76 GA 0.0 1.101 Fsp 0.0 3.000 15.927 to 150.0 2S 19.125 24.126 4.299 * * Fixed Loss = 3 BR 26.0 0.1106 0 5.0 27.126 2.999 Vel= 8.76 BR 0.0 1.245 0.0 5.000 23.225 to 150.0 0.0 0.0 2.166 EL 26.0 0.0608 0.0 5.000 0.304 Vel = 6.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 8 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe 'Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn EL 0.0 1.245 0.0 74.000 25.695 to 150.0 0.0 0.0 0.0 X 26.0 0.0608 0.0 74.000 4.497 Vel = 6.85 X 5.00 1.025 Ball 3.037 2.000 30.192 Oa = 5 to 150.0 0.0 3.038 0.0 Ml 31.0 0.2168 0.0 5.038 1.092 Vel = 12.05 Ml 0.0 1.025 0.0 1.000 31.284 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.0 0.2170 0.0 1.000 0.217 VeI= 12.05 M2 0.0 0.995 1 5.841 55.000 35.501 to 150.0 0.0 5.841 0.0 CM 31.0 0.2507 0.0 60.841 15.250 Vel = 12.79 CM 0.0 7.98 T 52.855 245.000 50.751 to 150.0 0.0 52.855 0.0 100 31.0 0.0 0.0 297.855 0.003 Vel= 0.20 100 0.0 9.79 T 67.474 240.000 50.754 to 150.0 0.0 67.474 0.0 101 31.0 0.0 0.0 307.474 0.001 VeI= 0.13 101 0.0 6.16 E 22.818 10.000 50.755 to 150.0 0.0 22.818 9.095 SRC 31.0 0.0 0.0 32.818 0.001 Vel = 0.33 0.0 31.00 59.851 K Factor = 4.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : 12 PACIFIC Building : PLAN 3 Location : CALC AREA 2 System Contract Data File : PLAN3 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12. PACIFIC Date - 9/11/18 Location - CALC AREA 2 Building - PLAN 3 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - JC Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)l ( )2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge A ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 20.024 Psi Required 35.046 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi - Elev. E Static (Psi) - 75 Elev. R Residual (Psi) - 43 Other Well Flow (Gpm) - 3050 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 12 PACIFIC Date 9/11/18 City Water Supply: Demand: Cl - Static Pressure : 67.5 Dl - Elevation : 19.056 C2 - Residual Pressure: 38.7 D2 - System Flow : 20.024 C2 - Residual Flow : 3050 D2 - System Pressure : 64.411 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 3.085 150 140 130 p 120 R 11 E100 90 580 u70 :S R 60 D3 E 50 40 30 20 10 .i.... ___ 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 12 PACIFIC Date 9/11/18 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA139OStandardElbow 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 T NFPA139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units 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 NP Mechanical Page 4 12 PACIFIC Date 9/11/18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 10.0 24.57 na H2 10.0 24.59 na H3 20.0 4.9 16.7 na 20.02 0.05 400 16.7 H4 20.0 20.12 na H5 20.0 20.18 na 1 11.0 24.14 na Dl 11.0 24.14 na D2 11.0 24.16 na 2 11.0 24.2 na 3 11.0 24.11 na 4 11.0 24.04 na 5 11.0 24.32 na 6 11.0 24.47 na 7 11.0 24.56 na 8 11.0 24.67 na 9 11.0 24.81 na 10 11.0 24.99 na 11 11.0 24.69 na 12 11.0 24.61 na 13 11.0 24.52 na 14 21.0 19.67 na D4 21.0 19.69 na D5 21.0 19.75 na 16 21.0 19.87 na 17 21.0 20.09 na 18 21.0 20.18 na 19 21.0 20.09 na 20 21.0 20.29 na 21 21.0 19.61 na D3 21.0 17.95 na 22 21.0 19.28 na 23 21.0 19.59 na TR 11.0 25.82 na GA 5.0 28.9 na BR 2.0 35.05 na EL -3.0 37.4 na X -3.0 40.17 na 5.0 Ml -3.0 40.91 na M2 -3.0 45.05 na CM -3.0 55.31 na 100 -3.0 55.31 na 101 -3.0 55.32 na SRC -24.0 64.41 na The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 0 3.0 1.000 24.573 to 150.0 0.0 3.000 -0.433 Dl 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 24.140 K Factor = 0 H2 0.0 0.874 0 3.0 1.000 24.590 to 150.0 0.0 3.000 -0.433 D2 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 24.157 K Factor =0 H3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 20.02 0.2099 0.0 8.000 1.679 Vel= 10.71 0.0 20.02 17.946 K Factor = 4.73 H4 0.0 0.874 0 3.0 1.000 20.120 to 150.0 0.0 3.000 -0.433 D4 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 19.687 K Factor = 0 H5 0.0 0.874 0 3.0 1.000 20.180 to 150.0 0.0 3.000 -0.433 D5 0.0 -0.0002 0.0 4.000 -0.001 Vel = 0 0.0 0.0 19.746 K Factor = 0 1 1.48 0.874 R 1.0 1.000 24.136 to 150.0 0.0 1.000 0.0 Dl 1.48 0.0020 0.0 2.000 0.004 Vel = 0.79 Dl 0.0 0.874 R 1.0 9.000 24.140 to 150.0 0.0 1.000 0.0 D2 1.48 0.0017 0.0 10.000 0.017 VeI= 0.79 D2 0.0 0.874 N 7.0 12.083 24.157 to 150.0 R 1.0 11.000 0.0 2 1.48 0.0017 0 3.0 23.083 0.039 Vel= 0.79 2 -6.31 1.101 2R 2.0 11.333 24.196 to 150.0 0 5.0 7.000 0.0 3 -4.83 -0.0049 0.0 18.333 -0.090 Vel = 1.63 3 6.31 0.874 N 7.0 10.750 24.106 to 150.0 0.0 7.000 0.0 1 1.48 0.0017 0.0 17.750 0.030 Vel = 0.79 0.0 1.48 24.136 K Factor= 0.30 3 -6.32 1.101 N 7.0 0.750 24.106 to 150.0 0.0 7.000 0.0 4 -6.32 -0.0080 0.0 7.750 -0.062 Vel = 2.13 4 0.0 1.101 0 5.0 10.000 24.044 to 150.0 0.0 5.000 -4.331 23 -6.32 -0.0081 0.0 15.000 -0.121 Vel = 2.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftngs Fe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -6.32 19.592 K Factor = -1.43 2 6.32 1.101 R 1.0 7.583 24.196 to 150.0 N 7.0 8.000 0.0 5 6.32 0.0081 0.0 15.583 0.126 Vet = 2.13 5 0.0 1.101 3R 3.0 10.417 24.322 to 150.0 0 5.0 8.000 0.0 6 6.32 0.0080 0.0 18.417 0.148 Vet = 2.13 6 -4.12 0.874 R 1.0 20.750 24.470 to 150.0 0 3.0 4.000 0.0 7 2.2 0.0036 0.0 24.750 0.088 Vet = 1.18 7 0.0 0.874 3R 3.0 22.417 24.558 to 150.0 N 7.0 10.000 0.0 8 2.2 0.0035 0.0 32.417 0.115 Vet= 1.18 8 0.0 0.874 5R 5.0 35.167 24.673 to 150.0 0.0 5.000 0.0 9 2.2 0.0035 0.0 40.167 0.142 Vet = 1.18 9 8.21 1.101 R 1.0 2.667 24.815 to 150.0 0 5.0 6.000 0.0 10 10.41 0.0203 0.0 8.667 0.176 Vet = 3.51 10 9.61 1.101 N 7.0 5.167 24.991 to 150.0 0.0 7.000 0.0 TR 20.02 0.0682 0.0 12.167 0.830 Vet = 6.75 0.0 20.02 25.821 K Factor = 3.94 10 -9.62 1.101 N 7.0 10.167 24.991 to 150.0 0.0 7.000 0.0 11 -9.62 -0.0175 0.0 17.167 -0.301 Vet = 3.24 11 0.0 1.101 2R 2.0 2.667 24.690 to 150.0 0.0 2.000 0.0 12 -9.62 -0.0176 0.0 4.667 -0.082 Vet = 3.24 12 5.51 1.101 2R 2.0 14.417 24.608 to 150.0 N 7.0 9.000 0.0 13 -4.11 -0.0037 0.0 23.417 -0.086 Vet = 1.39 13 0.0 1.101 2R 2.0 12.250 24.522 to 150.0 0.0 2.000 0.0 6 -4.11 -0.0036 0.0 14.250 -0.052 Vet = 1.39 0.0 -4.11 24.470 K Factor = -0.83 14 5.23 1.101 R 1.0 1.667 19.672 to 150.0 0.0 1.000 0.0 D4 5.23 0.0056 0.0 2.667 0.015 Vet = 1.76 D4 0.0 1.101 R 1.0 9.417 19.687 to 150.0 0.0 1.000 0.0 D5 5.23 0.0057 0.0 10.417 0.059 Vet = 1.76 D5 0.0 1.101 R 1.0 13.917 19.746 to 150.0 N 7.0 8.000 0.0 16 5.23 0.0057 0.0 21.917 0.125 Vet = 1.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 12 PACIFIC Date 9/11/18 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 1.101 4R 4.0 29.083 19.871 to 150.0 0 5.0 9.000 0.0 17 5.23 0.0057 0.0 38.083 0.216 VeI= 1.76 17 0.27 1.101 N 7.0 8.333 20.087 to 159.0 0.0 7.000 0.0 18 5.5 0.0063 0.0 15.333 0.096 Vel = 1.85 18 0.0 1.101 0 5.0 10.000 20.183 to 150.0 0.0 5.000 4.331 12 5.5 0.0063 0.0 15.000 0.094 Vel = 1.85 0.0 5.50 24.608 K Factor = 1.11 17 -0.28 1.101 R 1.0 10.167 20.087 to 150.0 0 5.0 6.000 0.0 19 -0.28 0.0 0.0 16.167 0.0 Vel = 0.09 19 8.49 1.101 N 7.0 8.333 20.087 to 150.0 0.0 7.000 0.0 20 8.21 0.0131 0.0 15.333 0.201 Vel = 2.77 20 0.0 1.101 0 5.0 10.000 20.288 to 150.0 0.0 5.000 4.331 9 8.21 0.0131 0.0 15.000 0.196 Vel = 2.77 0.0 8.21 24.815 K Factor = 1.65 19 -8.48 1.101 2R 2.0 25.000 20.087 to 150.0 N 7.0 9.000 0.0 21 -8.48 -0.0139 0.0 34.000 -0.473 Vel = 2.86 21 0.0 1.101 3R 3.0 21.250 19.614 to 150.0 0.0 3.000 0.0 22 -8.48 -0.0139 0.0 24.250 -0.338 Vel = 2.86 0.0 -8.48 19.276 K Factor = -1.93 D3 20.02 0.874 0 3.0 3.333 17.946 to 150.0 0.0 3.000 0.0 22 20.02 0.2100 0.0 6.333 1.330 VeI= 10.71 22 -8.48 1.101 2R 2.0 10.833 19.276 to 150.0 0.0 2.000 0.0 23 11.54 0.0246 0.0 12.833 0.316 VeI= 3.89 23 -6.31 1.101 N 7.0 7.167 19.592 to 150.0 0.0 7.000 0.0 14 5.23 0.0056 0.0 14.167 0.080 VeI= 1.76 0.0 5.23 19.672 K Factor = 1.18 TR 20.02 1.101 R 1.0 6.000 25.821 to 150.0 0.0 1.000 2.599 GA 20.02 0.0681 0.0 7.000 0.477 Vel = 6.75 GA 0.0 1.101 Fsp 0.0 3.000 28.897 to 150.0 2S 19.125 24.126 4.299 * * Fixed Loss = 3 BR 20.02 0.0682 0 5.0 27.126 1.850 Vel = 6.75 BR 0.0 1.245 0.0 5.000 35.046 to 150.0 0.0 0.0 2.166 EL 20.02 0.0374 0.0 5.000 0.187 Vel = 5.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Hazen-Williams NP Mechanical Page 8 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn EL 0.0 1.245 0.0 74.000 37.399 to 150.0 0.0 0.0 0.0 X 20.02 0.0375 0.0 74.000 2.773 Vel = 5.28 X 5.00 1.025 Ball 3.037 2.000 40.172 Qa=5 to 150.0 0.0 3.038 0.0 Ml 25.02 0.1459 0.0 5.038 0.735 Vel = 9.73 Ml 0.0 1.025 0.0 1.000 40.907 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 25.02 0.1460 0.0 1.000 0.146 Vel = 9.73 M2 0.0 0.995 T 5.841 55.000 45.053 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 60.841 10.260 Vel = 10.32 CM 0.0 7.98 T 52.855 245.000 55.313 to 150.0 0.0 52.855 0.0 100 25.02 0.0 0.0 297.855 0.002 Vel = 0.16 100 0.0 9.79 1 67.474 240.000 55.315 to 150.0 0.0 67.474 0.0 101 25.02 0.0 0.0 307.474 0.001 Vel= 0.11 101 0.0 6.16 E 22.818 10.000 55.316 to 150.0 0.0 22.818 9.095 SRC 25.02 0.0 0.0 32.818 0.0 Vel = 0.27 0.0 25.02 64.411 KFactor= 3.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : 12 PACIFIC Building : PLAN 3 Location : CALC AREA 3 System Contract Data File : PLAN3 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12 PACIFIC Date - 9/11/18 Location - CALC AREA 3 Building - PLAN 3 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - JC Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 26.009 Psi Required 25.658 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 75 Elev. R Residual (Psi) - 43 Other Well Flow (Gpm) - 3050 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 12 PACIFIC Date 9/11/18 City Water Supply: Demand: Cl - Static Pressure : 67.5 Dl - Elevation : 19.056 C2 - Residual Pressure: 38.7 D2 - System Flow : 26.009 C2 - Residual Flow : 3050 D2 - System Pressure : 62.292 Hose ( Demand) : 5 D3 - System Demand : 31-009 Safety Margin : 5.202 150 140 130 P 120 R1'° E 100 s 90 s 80 --ci—___ U7° -D2 R 60 - E 50D3 — 40 30 20 10 .i.... 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Fittings Used Summary NP Mechanical Page 3 12 PACIFIC Date 9/11/18 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 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 T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP Mechanical Page 4 12 PACIFIC Date 9/11/18 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. Hi 10.0 12.75 na H2 10.0 12.78 na H3 20.0 8.23 na H4 20.0 4.9 7.05 na 13.01 0.05 256 7.0 H5 20.0 4.9 7.04 na 13.0 0.05 256 7.039 11.0 12.31 na Di 11.0 12.32 na D2 11.0 12.34 na 2 11.0 12.4 na 3 11.0 12.27 na 4 11.0 12.18 na 5 11.0 12.59 na 6 11.0 12.81 na 7 11.0 12.95 na 8 11.0 13.13 na 9 11.0 13.36 na 10 11.0 13.64 na 11 11.0 13.15 na 12 11.0 13.01 na 13 11.0 12.89 na 14 21.0 7.1 na D4 21.0 6.99 na D5 21.0 6.98 na 16 21.0 7.48 na 17 21.0 8.34 na 18 21.0 8.51 na 19 21.0 8.38 na 20 21.0 8.71 na 21 21.0 8.04 na D3 21.0 7.79 na 22 21.0 7.79 na 23 21.0 7.66 na TR 11.0 14.99 na GA 5.0 18.36 na BR 2.0 25.66 na EL -3.0 28.13 na X -3.0 32.63 na 5.0 Ml -3.0 33.72 na M2 -3.0 37.94 na CM -3.0 53.19 na 100 -3.0 53.2 na 101 -3.0 53.2 na SRC -24.0 62.29 na The maximum velocity is 12.8 and it occurs in the pipe between nodes M2 and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 0 3.0 1.000 12.752 to 150.0 0.0 3.000 -0.433 Di 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 12.319 K Factor =0 H2 0.0 0.874 0 3.0 1.000 12.778 to 150.0 0.0 3.000 -0.433 D2 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 12.345 K Factor =0 H3 0.0 0.874 N 7.0 1.000 8.227 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 7.794 K Factor =0 H4 13.01 0.874 0 3.0 1.000 7.048 K Factor = 4.90 to 150.0 0.0 3.000 -0.433 D4 13.01 0.0945 0.0 4.000 0.378 Vel = 6.96 0.0 13.01 6.993 K Factor = 4.92 H5 13.00 0.874 0 3.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 3.000 -0.433 D5 13.0 0.0945 0.0 4.000 0.378 Vel = 6.95 0.0 13.00 6.984 K Factor = 4.92 1 1.84 0.874 R 1.0 1.000 12.314 to 150.0 0.0 1.000 0.0 Dl 1.84 0.0025 0.0 2.000 0.005 Vel = 0.98 Dl 0.0 0.874 R 1.0 9.000 12.319 to 150.0 0.0 1.000 0.0 D2 1.84 0.0026 0.0 10.000 0.026 Vel = 0.98 D2 0.0 0.874 N 7.0 12.083 12.345 to 150.0 R 1.0 11.000 0.0 2 1.84 0.0026 0 3.0 23.083 0.059 Vel = 0.98 2 -7.84 1.101 2R 2.0 11.333 12.404 to 150.0 0 5.0 7.000 0.0 3 -6.0 -0.0074 0.0 18.333 -0.135 Vel = 2.02 3 7.84 0.874 N 7.0 10.750 12.269 to 150.0 0.0 7.000 0.0 1 1.84 0.0025 0.0 17.750 0.045 Vel = 0.98 0.0 1.84 12.314 K Factor = 0.52 3 -7.84 1.101 N 7.0 0.750 12.269 to 150.0 0.0 7.000 0.0 4 -7.84 -0.0120 0.0 7.750 -0.093 Vel = 2.64 4 0.0 1.101 0 5.0 10.000 12.176 to 150.0 0.0 5.000 -4.331 23 -7.84 -0.0121 0.0 15.000 -0.181 Vel = 2.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Hazen-Williams NP Mechanical Page 6 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -7.84 7.664 K Factor = -2.83 2 7.84 1.101 R 1.0 7.583 12.404 to 150.0 N 7.0 8.000 0.0 5 7.84 0.0120 0.0 15.583 0.187 Vel = 2.64 5 0.0 1.101 3R 3.0 10.417 12.591 to 150.0 0 5.0 8.000 0.0 6 7.84 0.0120 0.0 18.417 0.221 Vel = 2.64 6 -5.02 0.874 R 1.0 20.750 12.812 to 150.0 0 3.0 4.000 0.0 7 2.82 0.0056 0.0 24.750 0.139 Vel = 1.51 7 0.0 0.874 3R 3.0 22.417 12.951 to 150.0 N 7.0 10.000 0.0 8 2.82 0.0056 0.0 32.417 0.181 VeI= 1.51 8 0.0 0.874 SR 5.0 35.167 13.132 to 150.0 0.0 5.000 0.0 9 2.82 0.0056 0.0 40.167 0.224 Vel = 1.51 9 10.63 1.101 R 1.0 2.667 13.356 to 150.0 0 5.0 6.000 0.0 10 13.45 0.0327 0.0 8.667 0.283 Vel = 4.53 10 12.56 1.101 N 7.0 5.167 13.639 to 150.0 0.0 7.000 0.0 TR 26.01 0.1106 0.0 12.167 1.346 Vel = 8.77 0.0 26.01 14.985 K Factor = 6.72 10 -12.56 1.101 N 7.0 10.167 13.639 to 150.0 0.0 7.000 0.0 11 -12.56 -0.0288 0.0 17.167 -0.494 Vel = 4.23 11 0.0. 1.101 2R 2.0 2.667 13.145 to 150.0 0.0 2.000 0.0 12 -12.56 -0.0287 0.0 4.667 -0.134 Vel = 4.23 12 7.54 1.101 2R 2.0 14.417 13.011 to 150.0 N 7.0 9.000 0.0 13 -5.02 -0.0053 0.0 23.417 -0.123 Vel = 1.69 13 0.0 1.101 2R 2.0 12.250 12.888 to 150.0 0.0 2.000 0.0 6 -5.02 -0.0053 0.0 14.250 -0.076 Vel = 1.69 0.0 -5.02 12.812 K Factor = -1.40 14 -14.98 1.101 R 1.0 1.667 7.100 to 150.0 0.0 1.000 0.0 D4 -14.98 -0.0401 0.0 2.667 -0.107 Vel = 5.05 D4 13.01 1.101 R 1.0 9.417 6.993 to 150.0 0.0 1.000 0.0 DS -1.97 -0.0009 0.0 10.417 -0.009 VeI= 0.66 D5 13.00 1.101 R 1.0 13.917 6.984 to 150.0 N 7.0 8.000 0.0 16 11.03 0.0226 0.0 21.917 0.495 VeI= 3.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 1.101 4R 4.0 29.083 7.479 to 150.0 0 5.0 9.000 0.0 17 11.03 0.0226 0.0 38.083 0.862 Vel = 3.72 17 -3.49 1.101 N 7.0 8.333 8.341 to 150.0 0.0 7.000 0.0 18 7.54 0.0112 0.0 15.333 0.171 Vel= 2.54 18 0.0 1.101 0 5.0 10.000 8.512 to 150.0 0.0 5.000 4.331 12 7.54 0.0112 0.0 15.000 0.168 Vel = 2.54 0.0 7.54 13.011 K Factor = 2.09 17 3.49 1.101 R 1.0 10.167 8.341 to 150.0 0 5.0 6.000 0.0 19 3.49 0.0027 0.0 16.167 0.043 Vel= 1.18 19 7.14 1.101 N 7.0 8.333 8.384 to 150.0 0.0 7.000 0.0 20 10.63 0.0211 0.0 15.333 0.324 Vel= 3.58 20 0.0 1.101 0 5.0 10.000 8.708 to 150.0 0.0 5.000 4.331 9 10.63 0.0211 0.0 15.000 0.317 Vel= 3.58 0.0 10.63 13.356 K Factor = 2.91 19 -7.14 1.101 2R 2.0 25.000 8.384 to 150.0 N 7.0 9.000 0.0 21 -7.14 -0.0101 0.0 34.000 -0.344 Vel = 2.41 21 0.0 1.101 3R 3.0 21.250 8.040 to 150.0 0.0 3.000 0.0 22 -7.14 -0.0101 0.0 24.250 -0.246 Vel = 2.41 0.0 -7.14 7.794 K Factor = -2.56 D3 0.0 0.874 0 3.0 3.333 7.794 to 150.0 0.0 3.000 0.0 22 0.0 0.0 0.0 6.333 0.0 Vel = 0 22 -7.14 1.101 2R 2.0 10.833 7.794 to 150.0 0.0 2.000 0.0 23 -7.14 -0.0101 0.0 12.833 -0.130 Vel = 2.41 23 -7.84 1.101 N 7.0 7.167 7.664 to 150.0 0.0 7.000 0.0 14 -14.98 -0.0398 0.0 14.167 -0.564 Vel = 5.05 0.0 -14.98 7.100 KFactor= -5.62 TR 26.01 1.101 R 1.0 6.000 14.985 to 150.0 0.0 1.000 2.599 GA 26.01 0.1106 0.0 7.000 0.774 Vel= 8.77 GA 0.0 1.101 Fsp 0.0 3.000 18.358 to 150.0 2S 19.125 24.126 4.299 * * Fixed Loss = 3 BR 26.01 0.1106 0 5.0 27.126 3.001 Vel= 8.77 BR 0.0 1.245 0.0 5.000 25.658 to 150.0 0.0 0.0 2.166 EL 26.01 0.0608 0.0 5.000 0.304 Vel = 6.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 8 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn EL 0.0 1.245 0.0 74.000 28.128 to 150.0 0.0 0.0 0.0 X 26.01 0.0608 0.0 74.000 4.499 Vel = 6.85 X 5.00 1.025 Ball 3.037 2.000 32.627 Qa = 5 to 150.0 0.0 3.038 0.0 Ml 31.01 0.2170 0.0 5.038 1.093 VeI= 12.06 Ml 0.0 1.025 0.0 1.000 33.720 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.01 0.2170 0.0 1.000 0.217 Vel = 12.06 M2 0.0 0.995 T 5.841 55.000 37.937 to 150.0 0.0 5.841 0.0 CM 31.01 0.2507 0.0 60.841 15.255 VeI= 12.80 CM 0.0 7.98 1 52.855 245.000 53.192 to 150.0 0.0 52.855 0.0 100 31.01 0.0 0.0 297.855 0.003 Vel= 0.20 100 0.0 9.79 T 67.474 240.000 53.195 to 150.0 0.0 67.474 0.0 101 31.01 0.0 0.0 307.474 0.001 Vel= 0.13 101 0.0 6.16 E 22.818 10.000 53.196 to 150.0 0.0 22.818 9.095 SRC 31.01 0.0 0.0 32.818 0.001 Vel= 0.33 0.0 31.01 62.292 K Factor = 3.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 [i1IAII[ NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : 12 PACIFIC Building : PLAN 3 Location : ALT. CALC AREA 1 System Contract Data File : ALT. PLAN3 CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12 PACIFIC Date - 9/11/18 Location - ALT. CALC AREA 1 Building - PLAN 3 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - JC Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 26.003 Psi Required 22.984 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W A T E R S P P L Y Water Flow Test: Date of Test - Time of Test - Static (Psi) - 75 Residual (Psi) - 43 Flow (Gpm) - 3050 Elevation - Location: Source of Information: Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi . Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 12 PACIFIC Date 9/11/18 City Water Supply: Demand: Cl - Static Pressure : 67.5 Dl - Elevation : 14.725 C2 - Residual Pressure: 38.7 D2 -System Flow : 26.003 C2 - Residual Flow : 3050 D2 - System Pressure : 59.610 Hose ( Demand) : 5 D3 - System Demand : 31.003 Safety Margin : 7.884 150 - _____ _______ __________ ___________ _____________ _______________ _________________ __________________ 140 130 P 120 R11° E10° S90 s 80 u 70 : R6° E 50D3 • ____________ ______________ ________________ _________________ - _____ _______ _________ 40 30 20 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 12 PACIFIC Date 9/11/18 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 E NFPA 13 90 Standard Elbow Fsp Flow Switch Potter VSR N * CPVC 90Ell Harvel-Spears 0 * CPVC Tee - Branch R * CPVC Coupling Tee - Run S NFPA 13 Swing Check T NFPA 13 90 Flow thru Tee 2.25 2 2.5 2.25 10 1 2 2 3 4 5 6 Fitting generates a Fixed Loss Based on Flow 7 7 8 9 11 12 3 3 5 6 8 10 12 1 1 1 1 1 1 2 0 0 5 7 9 11 14 3 4 5 6 8 10 12 7 8 10 12 14 18 22 27 35 40 45 50 61 13 0 0 0 0 .0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 16 19 22 27 32 45 55 65 15 * 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP Mechanical Page 4 12 PACIFIC Date 9/11/18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Hi 10.0 4.9 7.04 na 13.0 H2 10.0 4.9 7.04 na 13.0 H3 20.0 5.93 na H4 20.0 5.94 na H5 20.0 6.03 na 11.0 7.19 na Di 11.0 6.99 na D2 11.0 6.98 na 2 11.0 9.0 na 3 11.0 9.0 na 4 11.0 9.24 na 5 11.0 9.47 na 6 11.0 10.02 na 7 11.0 10.17 na 8 11.0 10.36 na 9 11.0 10.59 na 10 11.0 10.75 na 11 11.0 10.97 na 12 11.0 10.72 na 13 11.0 10.29 na 14 21.0 5.49 na D4 21.0 5.51 na D5 21.0 5.59 na 16 21.0 5.76 na 17 21.0 6.06 na 18 21.0 6.23 na 19 21.0 6.06 na 20 21.0 6.16 na 21 21.0 . 5.73 na D3 21.0 5.5 na 22 21.0 5.5 na 23 21.0 5.38 na TR 11.0 12.31 na GA 5.0 15.69 na BR 2.0 22.98 na EL -3.0 25.45 na X -3.0 29.95 na 5.0 Ml -3.0 31.04 na M2 -3.0 35.26 na CM -3.0 50.51 na 100 -3.0 50.51 na 101 -3.0 50.51 na SRC -24.0 59.61 na 0.05 256 7.0 0.05 256 7.039 The maximum velocity is 12.79 and it occurs in the pipe between nodes M2 and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 12 PACIFIC Date 9/11/18 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn Hi 13.00 0.874 0 3.0 1.000 7.042 K Factor = 4.90 to 150.0 0.0 3.000 -0.433 Di 13.0 0.0942 0.0 4.000 0.377 Vel = 6.95 0.0 13.00 6.986 K Factor = 4.92 H2 13.00 0.874 0 3.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 3.000 -0.433 D2 13.0 0.0945 0.0 4.000 0.378 Vel = 6.95 0.0 13.00 6.984 K Factor = 4.92 H3 0.0 0.874 N 7.0 1.000 5.935 to 150.0 0.0 7.000 -0.433 D3 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0 0.0 0.0 5.501 K Factor =0 H4 0.0 0.874 0 3.0 1.000 5.944 to 150.0 0.0 3.000 -0.433 D4 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 5.511 K Factor = 0 H5 0.0 0.874 0 3.0 1.000 6.026 to 150.0 0.0 3.000 -0.433 D5 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 5.593 K Factor = 0 1 -13.54 0.874 R 1.0 1.000 7.190 to 150.0 0.0 1.000 0.0 Di -13.54 -0.1020 0.0 2.000 -0.204 Vel = 7.24 Di 13.00 0.874 R 1.0 9.000 6.986 to 150.0 0.0 1.000 0.0 D2 -0.54 -0.0002 0.0 10.000 -0.002 Vel = 0.29 D2 13.00 0.874 N 7.0 12.083 6.984 to 150.0 R 1.0 11.000 0.0 2 12.46 0.0873 0 3.0 23.083 2.014 Vel = 6.66 2 -12.85 1.101 2R 2.0 11.333 8.998 to 150.0 0 5.0 7.000 0.0 3 -0.39 -0.0001 0.0 18.333 -0.001 Vel = 0.13 3 -13.15 0.874 N 7.0 10.750 8.997 to 150.0 0.0 7.000 0.0 1 -13.54 -0.1018 0.0 17.750 -1.807 VeI= 7.24 0.0 -13.54 7.190 K Factor = -5.05 3 13.15 1.101 N 7.0 0.750 8.997 to 150.0 0.0 7.000 0.0 4 13.15 0.0314 0.0 7.750 0.243 Vel = 4.43 4 0.0 1.101 0 5.0 10.000 9.240 to 150.0 0.0 5.000 -4.331 23 13.15 0.0313 0.0 15.000 0.470 Vel = 4.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 13.15 5.379 K Factor = 5.67 2 12.85 1.101 R 1.0 7.583 8.998 to 150.0 N 7.0 8.000 0.0 5 12.85 0.0300 0.0 15.583 0.468 Vel = 4.33 5 0.0 1.101 3R 3.0 10.417 9.466 to 150.0 0 5.0 8.000 0.0 6 12.85 0.0300 0.0 18.417 0.553 Vel = 4.33 6 -9.94 0.874 R 1.0 20.750 10.019 to 150.0 0 3.0 4.000 0.0 7 2.91 0.0059 0.0 24.750 0.147 VeI= 1.56 7 0.0 0.874 3R 3.0 22.417 10.166 to 150.0 N 7.0 10.000 0.0 8 2.91 0.0059 0.0 32.417 0.191 Vel = 1.56 8 0.0 0.874 5R 5.0 35.167 10.357 to 150.0 0.0 5.000 0.0 9 2.91 0.0059 0.0 40.167 0.238 . Vel = 1.56 9 5.74 1.101 R 1.0 2.667 10.595 to 150.0 N 7.0 8.000 0.0 10 8.65 0.0144 0.0 10.667 0.154 Vel = 2.91 10 0.0 1.101 0 5.0 10.167 10.749 to 150.0 0.0 5.000 0.0 11 8.65 0.0144 0.0 15.167 0.219 VeI= 2.91 11 17.35 1.101 N 7.0 5.167 10.968 to 150.0 0.0 7.000 0.0 TR 26.0 0.1105 0.0 12.167 1.345 Vel= 8.76, 0.0 26.00 12.313 K Factor = 7.41 11 -17.35 1.101 2R 2.0 2.667 10.968 to 150.0 0.0 2.000 0.0 12 -17.35 -0.0525 0.0 4.667 -0.245 Vel = 5.85 12 7.40 1.101 2R 2.0 14.417 10.723 to 150.0 N 7.0 9.000 0.0 13 -9.95 -0.0187 0.0 23.417 -0.437 Vel = 3.35 13 0.0 1.101 2R 2.0 12.250 10.286 to 150.0 0.0 2.000 0.0 6 -9.95 -0.0187 0.0 14.250 -0.267 Vel = 3.35 0.0 -9.95 10.019 KFactor= -3.14 14 6.23 1.101 R 1.0 1.667 5.490 to 150.0 0.0 1.000 0.0 D4 6.23 0.0079 0.0 2.667 0.021 Vel = 2.10 D4 0.0 1.101 R 1.0 9.417 5.511 to 150.0 0.0 1.000 0.0 D5 6.23 0.0079 0.0 10.417 0.082 Vel = 2.10 D5 0.0 1.101 R 1.0 13.917 5.593 to 150.0 N 7.0 8.000 0.0 16 6.23 0.0078 0.0 21.917 0.172 Vel = 2.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 16 0.0 1.101 4R 4.0 29.083 5.765 to 150.0 0 5.0 9.000 0.0 17 6.23 0.0079 0.0 38.083 0.299 Vel = 2.10 17 1.17 1.101 N 7.0 8.333 6.064 to . 150.0 0.0 7.000 0.0 18 7.4 0.0108 0.0 15.333 0.166 Vel = 2.49 18 0.0 1.101 0 5.0 10.000 6.230 to 150.0 0.0 5.000 4.331 12 7.4 0.0108 0.0 15.000 0.162 Vel = 2.49 0.0 7.40 10.723 K Factor = 2.26 17 -1.18 1.101 R 1.0 10.167 6.064 to 150.0 0 5.0 6.000 0.0 19 -1.18 -0.0004 0.0 16.167 -0.006 Vel = 0.40 19 6.92 1.101 N 7.0 8.333 6.058 to 150.0 0.0 7.000 0.0 20 5.74 0.0068 0.0 15.333 0.104 Vel= 1.93 20 0.0 1.101 0 5.0 10.000 6.162 to 150.0 0.0 5.000 4.331 9 5.74 0.0068 0.0 15.000 0.102 Vel= 1.93 0.0 5.74 10.595 K Factor = 1.76 19 -6.92 1.101 2R 2.0 25.000 6.058 to 150.0 N 7.0 9.000 0.0 21 -6.92 -0.0096 0.0 34.000 -0.325 Vel = 2.33 21 0.0 1.101 3R 3.0 21.250 5.733 to 150.0 0.0 3.000 0.0 22 -6.92 -0.0096 0.0 24.250 -0.232 Vel = 2.33 0.0 -6.92 5.501 K Factor = -2.95 D3 0.0 0.874 0 3.0 3.333 5.501 to 150.0 0.0 3.000 0.0 22 0.0 0.0 0.0 6.333 0.0 Vel = 0 22 -6.92 1.101 2R 2.0 10.833 5.501 to 150.0 0.0 2.000 0.0 23 -6.92 -0.0095 0.0 12.833 -0.122 Vel = 2.33 23 13.15 1.101 N 7.0 7.167 5.379 to 150.0 0.0 7.000 0.0 14 6.23 0.0078 0.0 14.167 0.111 VeI= 2.10 0.0 6.23 5.490 K Factor = 2.66 TR 26.00 1.101 R 1.0 6.000 12.313 to 150.0 0.0 1.000 2.599 GA 26.0 0.1106 0.0 7.000 0.774 Vel = 8.76 GA 0.0 1.101 Fsp 0.0 3.000 15.686 to 150.0 2S 19.125 24.126 4.299 * * Fixed Loss = 3 BR 26.0 0.1106 0 5.0 27.126 2.999 Vel = 8.76 BR 0.0 1.245 0.0 5.000 22.984 to 150.0 0.0 0.0 2.166 EL 26.0 0.0608 0.0 5.000 0.304 Vel = 6.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 8 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn EL 0.0 1.245 0.0 74.000 25.454 to 150.0 0.0 0.0 0.0 X 26.0 0.0608 0.0 74.000 4.496 Vel = 6.85 X 5.00 1.025 Ball 3.037 2.000 29.950 Qa = 5 to 150.0 0.0 3.038 0.0 Ml 31.0 0.2170 0.0 5.038 1.093 Vel = 12.05 Ml 0.0 1.025 0.0 1.000 31.043 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.0 0.2170 0.0 1.000 0.217 VeI= 12.05 M2 0.0 0.995 T 5.841 55.000 35.260 to 150.0 0.0 5.841 0.0 CM 31.0 0.2507 0.0 60.841 15.250 VeI= 12.79 CM 0.0 7.98 T 52.855 245.000 50.510 to 150.0 0.0 52.855 0.0 100 31.0 0.0 0.0 297.855 0.003 VeI= 0.20 100 0.0 9.79 T 67.474 240.000 50.513 to 150.0 0.0 67.474 0.0 101 31.0 0.0 0.0 307.474 0.001 Vel= 0.13 101 0.0 6.16 E 22.818 10.000 50.514 to 150.0 0.0 22.818 9.095 SRC 31.0 0.0 0.0 32.818 0.001 VeI= 0.33 0.0 31.00 59.610 K Factor = 4.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JAIt[I NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : 12 PACIFIC Building : PLAN 3 Location : ALT. CALC AREA 2 System Contract Data File : ALT. PLAN3 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12 PACIFIC Date - 9/11/18 Location - ALT. CALC AREA 2 Building - PLAN 3 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - JC Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)l ( )2 ( )4 S ( )Other T ( )Specific Ruling Made by Date B M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 20.024 Psi Required 34.937 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 75 R Residual (Psi) - 43 Flow (Gpm) - 3050 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. 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 NP Mechanical 12 PACIFIC Page 2 Date 9/11/18 City Water Suppy: Demand: Cl - Static Pressure : 67.5 Dl - Elevation : 19.056 C2 - Residual Pressure: 38.7 D2 - System Flow : 20.024 C2 - Residual Flow : 3050 D2 - System Pressure : 64.303 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 3.193 150 140 130 p120 R 11 E10° 590 S80 u 70 60 D3 E 50 40 C2 E 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 12 PACIFIC Date 9/11/18 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N* 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 * 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 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP Mechanical Page 4 12 PACIFIC Date 9/11/18 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. Hi 10.0 24.6 na H2 10.0 24.61 na H3 20.0 4.9 16.7 na 20.02 0.05 400 16.7 H4 20.0 20.13 na H5 20.0 20.18 na 1 11.0 24.16 na Dl 11.0 24.16 na D2 11.0 24.18 na 2 11.0 24.22 na 3 11.0 24.13 na 4 11.0 24.06 na 5 11.0 24.36 na 6 11.0 24.52 na 7 11.0 24.54 na 8 11.0 24.58 na 9 11.0 24.62 na 10 11.0 24.73 na ii 11.0 24.88 na 12 11.0 24.74 na 13 11.0 24.6 na 14 21.0 19.68 na D4 21.0 19.69 na D5 21.0 19.75 na 16 21.0 19.87 na 17 21.0 20.08 na 18 21.0 20.25 na 19 21.0 20.06 na 20 21.0 20.17 na 21 21.0 19.6 na D3 21.0 17.95 na 22 21.0 19.28 na 23 21.0 19.6 na TR 11.0 25.71 na GA 5.0 28.79 na BR 2.0 34.94 na EL -3.0 37.29 na X -3.0 40.06 na 5.0 Ml -3.0 40.8 na M2 -3.0 44.94 na CM -3.0 55.2 na 100 -3.0 55.21 na 101 -3.0 55.21 na SRC -24.0 64.3 na The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 0 3.0 1.000 24.595 trs 1tAA flA 'AAA 0.0 0.0 24.162 K Factor = 0 H2 0.0 0.874 0 3.0 1.000 24.613 to 150.0 0.0 3.000 -0.433 D2 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 24.180 K Factor =0 H3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 20.02 0.2099 0.0 8.000 1.679 VeI= 10.71 0.0 20.02 17.946 K Factor = 4.73 H4 0.0 0.874 0 3.0 1.000 20.125 to 150.0 0.0 3.000 -0.433 D4 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 19.692 K Factor =0 H5 0.0 0.874 0 3.0 1.000 20.183 to 150.0 0.0 3.000 -0.433 D5 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 . 19.750 K Factor = 0 1 1.54 0.874 R 1.0 1.000 24.158 to 150.0 0.0 1.000 0.0 Di 1.54 0.0020 0.0 2.000 0.004 Vel = 0.82 Di 0.0 0.874 R 1.0 9.000 24.162 to 150.0 0.0 1.000 0.0 D2 1.54 0.0018 0.0 10.000 0.018 Vel = 0.82 D2 0.0 0.874 N 7.0 12.083 24.180 to 150.0 R 1.0 11.000 0.0 2 1.54 0.0018 0 3.0 23.083 0.042 Vel = 0.82 2 -6.55 1.101 2R 2.0 11.333 24.222 to 150.0 0 5.0 7.000 0.0 3 -5.01 -0.0052 0.0 18.333 -0.096 VeI= 1.69 3 6.55 0.874 N 7.0 10.750 24.126 to 150.0 0.0 7.000 0.0 1.54 0.0018 0.0 17.750 0.032 Vel = 0.82 0.0 1.54 24.158 K Factor= 0.31 3 -6.54 1.101 N 7.0 0.750 24.126 to 150.0 0.0 7.000 0.0 '4 -6.54 -0.0086 0.0 7.750 -0.067 Vel = 2.20 4 0.0 1.101 0 5.0 10.000 24.059 to 150.0 0.0 5.000 -4.331 23 -6.54 -0.0086 0.0 15.000 -0.129 Vel = 2.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Hazen-Williams NP Mechanical Page 6 12 PACIFIC Date 9/11/18 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -6.54 19.599 K Factor = -1.48 2 6.54 1.101 R 1.0 7.583 24.222 to 150.0 N 7.0 8.000 0.0 5 6.54 0.0086 0.0 15.583 0.13( Vel = 2.20 5 0.0 1.101 3R 3.0 10.417 24.356 to 150.0 0 5.0 8.000 0.0 6 6.54 0.0086 0.0 18.417 0.159 Vel = 2.20 6 -5.40 0.874 R 1.0 20.750 24.515 to 150.0 0 3.0 4.000 0.0 7 1.14 0.0011 0.0 24.750 0.026 VeI= 0.61 7 0.0 0.874 3R 3.0 22.417 24.541 to 150.0 N 7.0 10.000 0.0 8 1.14 0.0010 0.0 32.417 0.034 VeI= 0.61 8 0.0 0.874 5R 5.0 35.167 24.575 to 150.0 0.0 5.000 0.0 9 1.14 0.0011 0.0 40.167 0.043 Vel = 0.61 9 6.05 1.101 R 1.0 2.667 24.618 to 150.0 N 7.0 8.000 0.0 10 7.19 0.0102 0.0 10.667 0.109 Vel = 2.42 10 0.0 1.101 0 5.0 10.167 24.727 to 150.0 0.0 5.000 0.0 11 7.19 0.0102 0.0 15.167 0.155 VeI= 2.42 11 12.83 1.101 N 7.0 5.167 24.882 to 150.0 0.0 7.000 0.0 TR 20.02 0.0682 0.0 12.167 0.830 Vel = 6.75 0.0 20.02 25.712 K Factor = 3.95 11 -12.83 1.101 2R 2.0 2.667 24.882 to 150.0 0.0 2.000 0.0 12 -12.83 -0.0298 0.0 4.667 -0.139 Vel = 4.32 12 7.43 1.101 2R 2.0 14.417 24.743 to 150.0 N 7.0 9.000 0.0 13 -5.4 -0.0061 0.0 23.417 -0.142 Vel = 1.82 13 0.0 1.101 2R 2.0 12.250 24.601 to 150.0 0.0 2.000 0.0 6 -5.4 -0.0060 0.0 14.250 -0.086 Vel = 1.82 0.0 -5.40 24.515 KFactor= -1.09 14 5.15 1.101 R 1.0 1.667 19.677 to 150.0 0.0 1.000 0.0 D4 5.15 0.0056 0.0 2.667 0.015 Vel = 1.74 D4 0.0 1.101 R 1.0 9.417 19.692 to 150.0 0.0 1.000 0.0 D5 5.15 0.0056 0.0 10.417 0.058 Vel = 1.74 D5 0.0 1.101 R 1.0 13.917 19.750 to 150.0 N 7.0 8.000 0.0 16 5.15 0.0055 0.0 21.917 0.121 VeI= 1.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 1.101 4R 4.0 29.083 19.871 to 150.0 0 5.0 9.000 0.0 17 5.15 0.0055 0.0 38.083 0.210 VeI= 1.74 17 2.28 1.101 N 7.0 8.333 20.081 to 150.0 0.0 7.000 0.0 18 7.43 0.0109 0.0 15.333 0.167 Vel = 2.50 18 0.0 1.101 0 5.0 10.000 20.248 to 150.0 0.0 5.000 4.331 12 7.43 0.0109 0.0 15.000 0.164 Vel = 2.50 0.0 7.43 24.743 K Factor = 1.49 17 -2.29 1.101 R 1.0 10.167 20.081 to 150.0 0 5.0 6.000 0.0 19 -2.29 -0.0012 0.0 16.167 -0.020 Vel = 0.77 19 8.34 1.101 N 7.0 8.333 20.061 to. 150.0 0.0 7.000 0.0 20 6.05 0.0074 0.0 15.333 0.114 Vel = 2.04 20 0.0 1.101 0 5.0 10.000 20.175 to 150.0 0.0 5.000 4.331 9 6.05 0.0075 0.0 15.000 0.112 VeI= 2.04 0.0 6.05 24.618 K Factor = 1.22 19 -8.34 1.101 2R 2.0 25.000 20.061 to 150.0 N 7.0 9.000 0.0 21 -8.34 -0.0135 0.0 34.000 -0.458 Vel = 2.81 21 0.0 1.101 3R 3.0 21.250 19.603 to 150.0 0.0 3.000 0.0 22 -8.34 -0.0135 0.0 24.250 -0.327 Vel = 2.81 0.0 -8.34 19.276 K Factor = -1.90 D3 20.02 0.874 0 3.0 3.333 17.946 to 150.0 0.0 3.000 0.0 22 20.02 0.2100 0.0 6.333 1.330 VeI= 10.71 22 -8.33 1.101 2R 2.0 10.833 19.276 to 150.0 0.0 2.000 0.0 23 11.69 0.0252 0.0 12.833 0.323 Vel = 3.94 23 -6.54 1.101 N 7.0 7.167 19.599 to 150.0 0.0 7.000 0.0 14 . 5.15 0.0055 0.0 14.167 0.078 Vel = 1.74 0.0 5.15 19.677 K Factor= 1.16 TR 20.02 1.101 R 1.0 6.000 25.712 to 150.0 0.0 1.000 2.599 GA 20.02 0.0681 0.0 7.000 0.477 Vel = 6.75 GA 0.0 1.101 Fsp 0.0 3.000 28.788 to 150.0 2S 19.125 24.126 4.299 * *,Fixed Loss = 3 BR 20.02 0.0682 0 5.0 27.126 1.850 Vel = 6.75 BR 0.6 1.245 0.0 5.000 34.937 to 150.0 0.0 0.0 2.166 EL 20.02 0.0374 0.0 5.000 0.187 Vel = 5.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Hazen-Williams NP Mechanical Page 8 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn EL 0.0 1.245 0.0 74.000 37.290 to 150.0 0.0 0.0 0.0 X 20.02 0.0375 0.0 74.000 2.773 Vel = 5.28 X 5.00 1.025 Ball 3.037 2.000 40.063 Qa = 5 to 150.0 0.0 3.038 0.0 Ml 25.02 0.1459 0.0 5.038 0.735 Vel = 9.73 Ml 0.0 1.025 0.0 1.000 40.798 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 25.02 0.1460 0.0 1.000 0.146 Vel = 9.73 M2 0.0 0.995 T 5.841 55.000 44.944 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 60.841 10.260 Vel = 10.32 CM 0.0 7.98 T 52.855 245.000 55.204 to 150.0 0.0 52.855 0.0 100 25.02 0.0 0.0 297.855 0.002 Vel = 0.16 100 0.0 9.79 T 67.474 240.000 55.206 to 150.0 0.0 67.474 0.0 101 25.02 0.0 0.0 307.474 0.001 Vel= 0.11 101 0.0 6.16 E 22.818 10.000 55.207 to 150.0 0.0 22.818 9.095 SRC 25.02 0.0 0.0 32.818 0.001 Vel = 0.27 0.0 25.02 64.303 K Factor = 3.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : 12 PACIFIC Building PLAN 3 Location : ALT. CALC AREA 3 System Contract Data File : ALT. PLAN3 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12 PACIFIC Date - 9/11/18 Location - ALT. CALC AREA 3 Building - PLAN 3 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - JC Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( )Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 26.009 Psi Required 25.477 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 75 R Residual (Psi) - 43 Flow (Gpm) - 3050 S Elevation - P Location: P L Source of Information: Y Pump Data: Rated Cap. 8 Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 12 PACIFIC Date 9/11/18 City Water Supply: Demand: Cl -Static Pressure : 67.5 Dl - Elevation : 19.056 C2 - Residual Pressure: 38.7 D2 - System Flow : 26.009 C2 - Residual Flow : 3050 D2 - System Pressure : 62.111 Hose ( Demand) : 5 D3 - System Demand : 31.009 Safety Margin : 5.383 150 140 130 p120 R11° E10° 90 580 - u70--ci—____ R 60 40 - - E 50D3 C2 30 20D1 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N 1 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical 12 PACIFIC Page Date 3 9/11/18 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* 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 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pessure / Flow Summary - STANDARD NP Mechanical 12 PACIFIC Node No. Elevation K-Fact Pt Actual Pn Hi 10.0 12.78 na H2 10.0 12.81 na H3 20.0 8.22 na H4 20.0 4.9 7.05 na H5 20.0 4.9 7.04 na 11.0 12.34 na Di 11.0 12.35 na D2 11.0 12.38 na 2 11.0 12.44 na 3 11.0 12.3 na 4 11.0 12.19 na 5 11.0 12.64 na 6 11.0 12.88 na 7 11.0 12.92 na 8 11.0 12.97 na 9 11.0 13.03 na 10 11.0 13.21 na 11 11.0 13.46 na 12 11.0 13.23 na 13 11.0 13.01 na 14 21.0 7.1 na D4 21.0 6.99 na D5 21.0 6.98 na 16 21.0 7.48 na 17 21.0 8.33 na 18 21.0 8.62 na 19 21.0 8.33 na 20 21.0 8.52 na 21 21.0 8.02 na D3 21.0 7.79 na 22 21.0 7.79 na 23 21.0 7.67 na TR 11.0 14.8 na GA 5.0 18.18 na BR 2.0 25.48 na EL -3.0 27.95 na X -3.0 32.45 na Ml -3.0 33.54 na M2 -3.0 37.76 na CM -3.0 53.01 na 100 -3.0 53.01 na 101 -3.0 53.02 na SAC -24.0 62.11 na Page 4 Date 9/11/18 Flow Density Area Press Actual Req. 13.01 0.05 256 7.0 13.0 0.05 256 7.039 5.0 The maximum velocity is 12.8 and it occurs in the pipe between nodes M2 and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 0 3.0 1.000 12.783 to 150.0 0.0 3.000 -0.433 Dl 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 12.350 K Factor =0 H2 0.0 0.874 0 3.0 1.000 12.811 to 150.0 0.0 3.000 -0.433 D2 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 12.378 K Factor = 0 H3 0.0 0.874 N 7.0 1.000 8.222 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 7.789 K Factor =0 H4 13.01 0.874 0 3.0 1.000 7.049 K Factor =4.90 to 150.0 0.0 3.000 -0.433 D4 13.01 0.0945 0.0 4.000 0.378 Vel = 6.96 0.0 13.01 6.994 K Factor = 4.92 H5 13.00 0.874 0 3.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 3.000 -0.433 D5 13.0 0.0945 0.0 4.000 0.378 Vel = 6.95 0.0 13.00 6.984 K Factor = 4.92 1 1.92 0.874 R 1.0 1.000 12.345 to 150.0 0.0 1.000 0.0 Dl 1.92 0.0025 0.0 2.000 0.005 Vel = 1.03 Dl 0.0 0.874 R 1.0 9.000 12.350 to 150.0 0.0 1.000 0.0 D2 1.92 0.0028 0.0 10.000 0.028 Vel = 1.03 D2 0.0 0.874 N 7.0 12.083 12.378 to 150.0 R 1.0 11.000 0.0 2 1.92 0.0027 0 3.0 23.083 0.063 Vel = 1.03 2 -8.18 1.101 2R 2.0 11.333 12.441 to 150.0 0 5.0 7.000 0.0 3 -6.26 -0.0079 0.0 18.333 -0.145 VeI= 2.11 3 8.18 0.874 N 7.0 10.750 12.296 to 150.0 0.0 7.000 0.0 1 1.92 0.0028 0.0 17.750 0.049 Vel = 1.03 0.0 1.92 12.345 K Factor = 0.55 3 -8.18 1.101 N 7.0 0.750 12.296 to 150.0 0.0 7.000 0.0 4 -8.18 -0.0130 0.0 7.750 -0.101 Vel = 2.76 4 0.0 1.101 0 5.0 10.000 12.195 to 150.0 0.0 5.000 -4.331 23 -8.18 -0.0130 0.0 15.000 -0.195 Vel = 2.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -8.18 7.669 K Factor = -2.95 2 8.18 1.101 R 1.0 7.583 12.441 to 150.0 N 7.0 8.000 0.0 5 8.18 0.0130 0.0 15.583 0.203 Vet = 2.76 5 0.0 1.101 3R 3.0 10.417 12.644 to 150.0 0 5.0 8.000 0.0 6 8.18 0.0130 0.0 18.417 0.240 Vet = 2.76 6 -6.77 0.874 R 1.0 20.750 12.884 to 150.0 0 3.0 4.000 0.0 7 1.41 0.0015 0.0 24.750 0.038 Vet = 0.75 7 0.0 0.874 3R 3.0 22.417 12.922 to 150.0 N 7.0 10.000 0.0 8 1.41 0.0015 0.0 32.417 0.050 Vet = 0.75 8 0.0 0.874 5R 5.0 35.167 12.972 to 150.0 0.0 5.000 0.0 9 1.41 0.0015 0.0 40.167 0.061 Vel= 0.75 9 7.87 1.101 R 1.0 2.667 13.033 to 150.0 N 7.0 8.000 0.0 10 9.28 0.0165 0.0 10.667 0.176 VeI = 3.13 10 0.0 1.101 0 5.0 10.167 13.209 to 150.0 0.0 5.000 0.0 11 9.28 0.0164 0.0 15.167 0.249 Vet = 3.13 11 16.73 1.101 N 7.0 5.167 13.458 to 150.0 0.0 7.000 0.0 TR 26.01 0.1106 0.0 12.167 1.346 Vet = 8.77 0.0 26.01 14.804 K Factor = 6.76 11 -16.73 1.101 2R 2.0 2.667 13.458 to 150.0 0.0 2.000 0.0 12 -16.73 -0.0491 0.0 4.667 -0.229 Vet = 5.64 12 9.96 1.101 2R 2.0 14.417 13.229 to 150.0 N 7.0 9.000 0.0 13 -6.77 -0.0092 0.0 23.417 -0.215 Vet = 2.28 13 0.0 1.101 2R 2.0 12.250 13.014 to 150.0 0.0 2.000 0.0 6 -6.77 -0.0091 0.0 14.250 -0.130 Vet = 2.28 0.0 -6.77 12.884 K Factor = -1.89 14 -15.03 1.101 R 1.0 1.667 7.101 to 150.0 0.0 1.000 0.0 D4 -15.03 -0.0401 0.0 2.667 -0.107 Vet = 5.06 D4 13.01 1.101 R 1.0 9.417 6.994 to 150.0 0.0 1.000 0.0 D5 -2.02 -0.0010 0.0 10.417 -0.010 Vet = 0.68 D5 13.00 1.101 R 1.0 13.917 6.984 to 150.0 N 7.0 8.000 0.0 16 10.98 0.0224 0.0 21.917 0.491 Vet= 3.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 1.101 4R 4.0 29.083 7.475 to 150.0 0 5.0 9.000 0.0 17 10.98 0.0225 0.0 38.083 0.855 Vel = 3.70 17 -1.02 1.101 N 7.0 8.333 8.330 to 150.0 0.0 7.000 0.0 18 9.96 0.0187 0.0 15.333 0.287 Vel = 3.36 18 0.0 1.101 0 5.0 10.000 8.617 to 150.0 0.0 5.000 4.331 12 9.96 0.0187 0.0 15.000 0.281 Vel = 3.36 0.0 9.96 13.229 K Factor = 2.74 17 1.02 1.101 R 1.0 10.167 8.330 to 150.0 0 5.0 6.000 0.0 19 1.02 0.0003 0.0 16.167 0.005 Vel= 0.34 19 6.85 1.101 N 7.0 8.333 8.335 to 150.0 0.0 7.000 0.0 20 7.87 0.0121 0.0 15.333 0.186 Vel = 2.65 20 0.0 1.101 0 5.0 10.000 8.521 to 150.0 0.0 5.000 4.331 9 7.87 0.0121 0.0 15.000 0.181 Vel = 2.65 0.0 7.87 13.033 K Factor = 2.18 19 -6.85 1.101 2R 2.0 25.000 8.335 to 150.0 N 7.0 9.000 0.0 21 -6.85 -0.0094 0.0 34.000 -0.319 Vel = 2.31 21 0.0 1.101 3R 3.0 21.250 8.016 to 150.0 0.0 3.000 0.0 22 -6.85 -0.0094 0.0 24.250 -0.227 Vel = 2.31 0.0 -6.85 7.789 K Factor = -2.45 D3 0.0 0.874 0 3.0 3.333 7.789 to 150.0 0.0 3.000 0.0 22 0.0 0.0 0.0 6.333 0.0 Vel = 0 22 -6.85 1.101 2R 2.0 10.833 7.789 to 150.0 0.0 2.000 0.0 23 -6.85 -0.0094 0.0 12.833 -0.120 Vel = 2.31 23 -8.18 1.101 N 7.0 7.167 7.669 to 150.0 0.0 7.000 0.0 14 -15.03 -0.0401 0.0 14.167 -0.568 Vel = 5.06 0.0 -15.03 7.101 KFactor= -5.64 TR 26.01 1.101 R 1.0 6.000 14.804 to 150.0 0.0 1.000 2.599 GA 26.01 0.1106 0.0 7.000 0.774 Vel = 8.77 GA 0.0 1.101 Fsp 0.0 3.000 18.177 to 150.0 2S 19.125 24.126 4.299 * * Fixed Loss = 3 BR 26.01 0.1106 0 5.0 27.126 3.001 VeI= 8.77 BR 0.0 1.245 0.0 5.000 25.477 to 150.0 0.0 0.0 2.166 EL 26.01 0.0606 0.0 5.000 0.303 Vel = 6.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H..USA 03087 Fihal Calculations - Hazen-Williams NP Mechanical Page 8 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn EL 0.0 1.245 0.0 74.000 27.946 to 150.0 0.0 0.0 0.0 X 26.01 0.0608 0.0 74.000 4.499 Vel = 6.85 X 5.00 1.025 Ball 3.037 2.000 32.445 Oa = 5 to 150.0 0.0 3.038 0.0 Ml 31.01 0.2170 0.0 .5.038 1.093 Vel= 12.06 Ml 0.0 1.025 0.0 1.000 33.538 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.01 0.2170 0.0 1.000 0.217 Vel= 12.06 M2 0.0 0.995 1 5.841 55.000 37.755 to 150.0 0.0 5.841 0.0 CM 31.01 0.2508 0.0 60.841 15.256 Vel= 12.80 CM 0.0 7.98 T 52.855 245.000 53.011 to 150.0 0.0 52.855 0.0 100 31.01 0.0 0.0 297.855 0.003 Vel= 0.20 100 0.0 9.79 T 67.474 240.000 53.014 to 150.0 0.0 67.474 . 0.0 101 31.01 0.0 0.0 307.474 0.001 Vel= 0.13 101 0.0 6.16 E 22.818 10.000 53.015 to 150.0 0.0 22.818 9.095 SRC 31.01 0.0 0.0 32.818 0.001 Vel= 0.33 0.0 31.01 62.111 K Factor = 3.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Reliable Bulletin 006 Rev Model RFC30 (SIN RA0611) Model RFC43 (SIN RA0612) Model RFC49 (SIN RA0616) Residential Flat Concealed Sprinklers C ct 0 0 Cr) CD A Residential Flat Concealed Sprinkler engineered for a minimum design density of 0.05 gpmlft2 with low GPM requirements. Features Very low water flow requirements. Cover plate attachment (Plain or Perforated) with ½" (13mm) Total adjustment. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers, has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacu- ation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and 1/2" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily -'lain cover Mate Perforated Cover Plate and positively attached and blends into the ceiling, con- cealing the most dependable fire protection available, an automatic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residen- tial Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit ac- curately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- lations, use a 165°F (74°C) fusible solder link in a tun- ing fork style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classifica- tion solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the de- flector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler de- flector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The resi- dential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces sig- nificantly higher wall wetting. After a 2/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexago- nal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe instal- lation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent dam- age to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COV- ERS. Note: A leak tight ½" NPT (R112) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final ad- justment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover re- moval requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or neg- ative pressurization but must not be positively pres- surized. Inspect all sprinklers after installation to en- sure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Model Thread Nominal Sprinkler CCP Assembly Max. Ambient K Max. (SIN) Size Orifice Temp Rating Temp. Rating _____ Temp. Factor Pressure Inch (mm) Inch (mm) psi (bar) OF °C OF °C OF RFC 30 (RAO611) 1/2" (15) 21/64 (8,2) 165 74 135 57 100 38 3.0 (43.2) 175 (12) RFC 43 ½"(15) /8(10) 165 74 (RA0612) 135 57 100 38 4.3(62) 175 (12) RFC 49 (RA0616) ½"(15) /16(11) 165 74 135 57 100 38 4.9 (70.6) 175 (12) Note: 1 bar = 100 Kpa RFC 30 Ordinary Temp. Rating Max. Coverage Max. Spacing (11 65-117174-C) Top of Deflector Installation Minimum area Ft x Ft (m x m) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0(0,62) Smooth Ceilings ½ to 1(13 to 25.4) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 10 (37,8) 11.0 (0,76) 13 installed in beams 1/2 to 1(13 to 25.4) For Ceiling types refer to NFPA 13, 13R or 13D 2. RFC 43 Ordinary Temp. Rating Max. Coverage Max. Spacing (165°Ff74°C) Top of Deflector Installation Minimum area Ft x Ft (m x m) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (1/mm) PSI (bar) 12 x 12 (3,6 x 3,6) 12(3,6) 12(4,5) 7.8 (0,54) Smooth Ceilings ½ to 1(13 to 25.4) 14 x 14 (4,3 x 4,3) 14(4,3) 13(49) 9.1 (0,63) 16 x 16(4,9 x 4,9) 16(4,9) 13 (49) 9.1 (0,63) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams ½ to 1(13 to 25.4) Concealed 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 18(68) 17.5(1,21) 20x20(6,1 x6,1) 20(6,1) 21(79) 23.8(1,64) For Ceiling types refer to NFPA 13, 13R or 130 RFC 49 Max. Coverage Max. Spacing Ordinary Temp. Rating (1650 4-C) Top of Deflector Installation Minimum area Ft x Ft (m x m) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0 (0,48) Smooth Ceilings 1/2 to 1(13 to 25.4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 7.0 (0,48) 16 x 16(4,9 x 4,9) 16(4,9) 13 (49) 7.0 (0,48) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams ½ to 1(13 to 25.4) Concealed 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 17 (64,3) 12.0 (0,83) 20x20(6,1 x6,1) 20(6,1) 20 (75,73) For Ceiling types refer to NFPA 13, 13R or 130 Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- klers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate as- sembly which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprin- klers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper opera- tion or non-operation. Model RFC30, RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop-down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K- factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6) having a /16, /s and 7A6" orifice. Temperature rating shall be Ordinary 165°F (74°C); cover plate temperature rating to be 135°F (570C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a 1/2" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop-down sprinkler deflector from dam- age, which could occur during Construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty - specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA061 1 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). 3. Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On Feature Cover Plate Finishes(') Standard Finishes Chrome White Paint Special Application Finishes(2) Bright Brass Finished Bronze Black Plating Black Paint Off White Satin Chrome Other finishes and colors are available on special order. Consult factory for details. coverplate custom paint is semi-gloss, unless specified otherwise. For the perforated style cover- plate, consult factory for avail- ability on these and other cus- tom finishes. x I/2 REDUCING TEE' OR ELBOW I all __-]- --IL -1--- I 1 (66.55mm) .4 [58.42mm] __ HOLE IN CEiLING 0L4 CUP I I 2 (50.8mm) MM. FACE OF F1177N0 (72.70mm] &W.70 FACE OF CEILING ' COVER ADJUSTMENT DIMENSION 1 LI I/F [12.70mml MIN. CEIUNGJ (25.4mm) A44Z DROPPED DEFLECTOR 70 CEILING FLAT CO ASSEMBLY SPRINKLER COVER PLATE: 1/2" [12.7mm] ADJUSTMENT The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable' Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address e Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 11/14 P/N 9999970261 Fl Res 30,49,58&76 Recessed Pendent/ Fl Fl Res 30,49,58&76 Recessed Pendent/FP R. ,__... y]. 11able@ Bulletin 135 Rev.G Model Fl Residential Sprinklers for Design Density of .05 gpmlft2 C (t -L CA) 0 CD Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/ft2 Types: F1 Res 30Pendent Fl Res 30 Recessed Pendent/F2 Fl Res 30 Recessed Pendent/FP Fl Res 49 Pendent Fl Res 49 Recessed Pendent/F1 Fl Res 49 Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed Pendent/F1 Fl Res 58 Recessed Pendent/FP Fl Res 76 Pendent Fl Res 76 Recessed Pendent/Fl Fl Res 76 Recessed Pendent/FP Fl Res 30 COP Pendent Fl Res 49 COP Pendent Fl Res 58 COP Pendent Fl Res 76 COP Pendent Fl Res 44 HSW Fl Res 44 Recessed HSW/F2 Fl Res 58 HSW Fl Res 58 HSW Recessed HSW/F2 Fl Res 44SWO Fl Res 40 HSW Fl Res 40 Recessed HSW/F2 Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) NYC MEA 258-93-F Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers The Reliable Automatic Sprinkler Co., Inc., Fl Res 44 SWC El Res 40 Recessed HSW/F2 The low flow El Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: 1/2" NPT (R½) K-Factor: 3.0 (Actual) - Fl Res 30 Pendent Sprinkler 4.9 (Actual) - El Res 49 Pendent Sprinkler 5.8 (Actual)'- El Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - El Res 76 Pendent Sprinkler 4.4 (Actual) - Fl Res L14 HSW Sprinkler 4.0 (Actual) - Fl Res Lb HSW Sprinkler Density: Minimum 0.05 gpmlft2 Application Model Fl Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. 103 Fairview Park Drive, Elmsford, New York 10523 Product Description Model El Res Pendent sprinklers (Figs. 1, 2, 3, & 4) ar fast response sprinklers combining excellent durability high sensitivity glass-bulb and low profile decorative design. The El Res Horizontal Sidewall sprinklers (Figs 5,6 & 7) are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers permit thE efficient use of residential water supplies for sprinkle i coverage in residential fire protection design. Fl Res 30, 49, 58 & 76 CCP Pendent Fl Res 44&58 Recessed HSW/F2 FI Installation Models Fl Res sprinklers are to be installed as shown. Model Fl, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model Fl Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, COP & Model Fl Res 30, 49, 58 & 76 Pendent SWC sprinklers use only the ,Model GFR2 sprinkler wrench; for installing Model Fl Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install Fl Res 44 and 40 HSW with a ceiling to deflector distance of 411 - 12". Flow arrow on deflector must point away from near wall and 'Top" marking must face ceiling. Model Fl Res 30 Recessed Pendent/F2 Model Fl Res 49, 58 & 76 Recessed Pendent I Fl I El escutcheon, 3/4" (19mm) adjustment 2 114 - hØLE I I fs7 t5/76 ,* x ,• amcm AaWYVEW 735FG02 ___________ 2 27/22 ___________ __ 172.2.n,,,1 Fig. 1 Fig. 2. Escutcheon*, Fl or F2, Data: Type Adjustment "A" Face of fitting to ceiling Inch (mm) Inch (mm) Inch (mm) Fl 3/4(19.0) Min.= 3/4" (19.1) Max.=1).ç' (38. 1) 15/6 (4.7-24.0) F2 y2 (12.7) Min. 15/6 (23.8) Max.=1/" (38.1) x6 - 1X6 (4.7 -17.4) * Note: Escutcheons Fl or F2 maybe used with Model Fl Res 49, 58 & 76 Recessed Pendent 2. Technical Data: Fl Res 30 Pendent and Recessed Pendent Nominal Sprinkler MaxMax. Actual Sprinkler Thread Orifice Temp. Ambient K Length Size Inch no psi Temp. Factor Inch OF I °c °F I 0 (mm) (bar) (mm) )"NPT 2' (8.2) 155 175 68 79 175 (12) 100 38 3.0 2.25 (57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Flow Pressure Sprinkler Spacing gpm (Lpm) psi (bar) I Identification ft_(m) Number (SIN) 12 x 12 (3.6x3.6) 8(30.3) 7.0(0.48) R3511 14 x 14 (4.3x4.3) 10(37.8) 11(0.76) Technical Data: Fl Res 49 Pendent and Recessed Pendent Nominal Sprinkler Max Max. Sprinkler Thread Orifice Temp. pressure Ambient K Actual Length Size Inch Rating psi Temp. Factor Inch OF I °c °F (mm) (bar) (mm) 1/2NFT 3/6 (11) 155 175 68 1 79 175(12) 100 150166 38 4.9 2.25(57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Spacing ft (m) _ Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13(49) 7.0(0.48) R3516 16.7(1.14) 14 x 14 (4.3x4.3) 13(49) 7.0(0.48) 16x 16(4.9x4.9) 13(49) 1 7.0 (0.48) 18 x 18 (5.5x5.5) 17(64.3) 1 12.0(0.83) 20 x 20 (6.1x6.1) 20(75.7) *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft (m) Flow m (L gpm Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 15 (57) 9.4 (0.65) R3516 20.2(1.4) 14 x 14 (4.3x4.3) 16(60.5) 10.6 (0.73) 16x 16(4.9x4.9) 17(64.3) 12.0 (0.83)1 18 x 18 (5.5x5.5) 19(72) 15.0(1.0) 20 x 20 (6.1x6.1) 22(83.2) *Note The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: Maximum beam depth = 7" (178mm) Beam spacing at or greater than 7.5 ft. (2.3m) on center. Technical Data: Fl Res 58 Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor Inch °F I oc °F (mm) (bar) (mm) ½" NPT 3/' (3) 155 68 175(12) 100 1501 38 66 5.8 2.25 (57) Max. Sprinkler Flow Pure Ceiling -to- Sprinkler Spacing gpm (1pm) psi (bar) Deflector Identification ft (m) Inch (mm) Number (SIN) 12 x 12 (3.6x3.6) 16(61) 7.6 (0.53) 1-4 (25-100) R3513 14 x 14 (4.3x4.3) 16(61) 7.6 (0.53) 16x16(4.9x4.9) 16(61) 7.6(0.53) 18 x 18 (5.5x5.5) 19 (72) 10.8 (0.75) 14.4(1.0) 20 x 20 (6.1x6.1) 22(83.3) 3. Technical Data: Fl Res 76 Pendent and. Recessed Pendent Nominal S3li1der Max. Max. Sprilder Thread Orifice TOTP Presstie Antient K Length Size Inch Ririg psi Ten. Far bich °F I 00 °F (mm) (bar) (mm) 3/4'I NPT (R3/4) ly32 (13.5) 155 175 68 79 175 (12) 17.6 1:50t6 _ 2.25(57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 21 7.6(0.53) R7618 9.2 (0.63) 14 x 14 (4.3x4.3) 21 7.6 (0.53) 16 x 16 (4.9x4.9) 21 7.6 (0.53) 18x 18(5.5x5.5) 21 7.6 (0.53) 20 x 20 (6. 1 x6. 1) 23 Model Fl Res 30, 49, 58 & 76 • Model Fl Res 30, 49, 58 & 76 Recessed Pendent/ FP FR push-on/thread-off escutcheon 2 5/8 [66.7mm] DIA. 2 5/76' 014. HOLE IN CEILING [58.7mm] CUP 1"x1/2" REDUCER CUP CEILING ' MAX AC/ OF FITTING I II II TO FACE OF CEILING I fl T DIMENSION COVER ADJUSTMENT HEIGHT 3 5/16" DIA. 135FC04D [84.1mm] Fl RES 30, 49, 58 & 76 COP PEND. CEILING I/2 (SJ,,nJ WX. FP ADJUSTMENT 2 5/8 014. HOLE IN CEILING 2 5/76 W. (58.7n,nj Cup I rx 112REOUCER I I CE OF CEXM DIMENSION Fig. 3 Fig. 4 NOTE: The Fl Res 76 will use a 10 x 3/4" reducer. 4 CCP ODtions Data: Cover Adjustment CCP Height Inch (mm) Inch (mm) X(12.7) 15/(24) /6(7.9) 3/4 (19) FP Data "A": FP Position Inch (mm) Max. Recessed X6(11) Mm. Recessed 15,/(24) Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent I FP Nominal Sprhkler cc Asfl1 _ Max SprinIder Thad Orifice Ten T€ Pies Affbient K LIMP Inch Ratlig FW Teni Factor Fact Inch (mm) OC (m) OF I cc OF I Y2" NPT 2,/"(82) I 155168 1351 I 57 175(12) 1001 I 38 3.0 2.25 (R½) I I I I _1.I I Max. Sprinkler Flow Pressure Sprinkler I Spacing I gpm (Lpm) psi (bar) Identification I ft (m) I Number (SIN) 12 x 12 (3.6x3.6) 8(30.3) I 7.0(0.48) R3511 (0.92) 14x_14(4.3x4.3)_I11_(41.6)I_13.4 Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP Nominal Sprinkler cc Asserr* Max Maxikler Thread Orifice Ten Pressure e LengthTeni K Size Inch Rating l:i1g Inch (mm) For (m) °F I ° °F I op OF I op NPT X6 (11) 155168 1351 I 57 175 (12) iool I 38 4.9 (R½) I I I Max. Sprinkler Spacing ft (m) Row gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13 (49) 7.0 (0.48) R3516 14 x 14 (4.3x4.3) 13 (49) 7.0 (0.48) 16 x 16 (4.9x4.9) 14(53) 8.2 (0.56) 18 x 18 (5.5x5.5) 18(68.1) 13.5 (0.93) Nominal Srxiikler CCP Max Max SprinIder Thread rifi Orifice Tenp. IIL• K Length Size Inch Rating _ psi Inch Temp. Factor (bar) (MM) °F op °F I 00 °F I 0 1/2" NPT (13) 15568 135 57 175 (12) 10038 5 2.25(57) Max. Sprinkler Spacing ft (m) flow gpm (Lpm) Pressure psi ( bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 16 (61) 7,6 (0.53) R3513 14.4(1.0) 14 x 14 (4,3x4.3) 16 (61) 7,6 (0.53) 16 x 16 (4.9x4.9) 16(61) 7.6(0.53) 18 x 18 (5.5x5.5) 19(72) 10.8 (0.75) 20x20(6.1x6.1) 22(83.3) 20 x 20 (6. 1 x6. 1) 20(75.7) 16.7(1.14) Note: Sprinklers shown in Hg. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP Nominal Sprinkler CCP Max Max Thread Orifice Ten. Pressure Ambient K Sprinkler Length Size Inch Rating _ psi Tenx For (mm) (bar) OF 00 OF I 0 °F I 3/4" NPT (R3/4) (13.5) lY32"15568 1751 79 135 57 175(12) 100138 150166 76 2.25(57) Max. Sprinkler Spacing ft (m) flow gpm (Lpm) Pressure psi (b ar) Sprinkler Identification Number (SIN) ____ 12 x 12 (3.6x3.6) 21 7.6 (0.53) R7618 10.8(0.74) 14 x 14 (4.3x4.3) 21 7.6 (0.53) 16 x 16 (4.9x4.9) 21 7.6 (0.53) 18 x 18 (5.5x5.5) 22 8.4 (0.58) 20x20(6.1x6.1) 25 5. Escutcheon, F2, Data: Type Adjustment I Face of Fitting I to wall Inch (mm) Inch (mm) (13) k<-% (4.7-17.4) Model Fl Res 44 & 58 HSW • Model Fl Res 44 & 58 Recessed HSW/F2 F2 escutcheon, " (13mm adjustment Technical Data: Fl Res 44 HSW & HSW/F2 Nominal Sprinkler Max Max. SpñicJer Titeaci Orifice Teni Ressure Ambient K Length Stm Inch FII psi Tenx Factor Inch °t ° °F (mm) (bar) (mm) 1/2"NPT 3,/ (10) 155 1751 68 79 175(12) 100 1501 38 4.4 66 2.45 (62) MaSpilnider Spacing ft (m) Ceiling Deflector Inch (mm) Sprinkler Temp. Rating °F (°C) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175 (79) 12(45.4) 7.5 (0.52) R3531 14 x 14 (4.3x4.3) 155 (68) 175(79) 14 (53.0) 10.2(0.71) 16 x 16 (4.9x4.9) 155 (68) 175(79) 16 (60.6) 13.3(0.92) 16 x 18 (4.9x5.5) 155(68) 175(79) 18(68.1) 16.8(1.16) 18 x 18 (5.5x5.5) 155 (68) 175(79) 19(72.0) 18.7(1.29) 16 x 20 (4.9x6.1) 155 (68) 175(79) 23(87.1) 27.4(1.89) 12 x 12 (3.6x3.6) 6 -12 (152-305) 155 (68) 175(79) 14(53.0) 10.2 (0.71) 27.4(1.89) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 16 (60.6) 13.3 (0.92) 16x 16(4.9x4.9) 155(68) 175 79 17(64.4) 15.0 (1.04) 16 x 18 (4.9x5.5) 155 (68) 175 79 20(75.7) 20.7(1.43) 16 x 20 (4.9x6.1) 155 (68) 175(79) 23(87.1) R. Escutcheon, F2, Data: Type Adjustment Face of Fitting 1 to wall I Inch (mm) Inch (mm) F2 y2 (13) 1X6 (4.717.4) Technical Data: Fl Res 58 HSW & HSW/F2 Nominal Spithier Mac. Max Spiller fliead Orifice Teni Pessue Ambient K Length Sto Inch Riig psi Tefli Factor Inch OF I o OF cC (mm) (bar) (mm) ½'NPT (3) 155 175 68 I 79 175 (12) 100 150 I 38 66 5.8 2.45 (62) Ma. Sprinkler Spacing ft (m) Ceiling -- Deflector Inch (mm) Sprinkler Temp. Rating °F (°C) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) . 4-6 (101-152) 155 (68) 175 (79) 16(60.6) 7.6(0.53) R3533 14 x 14 (4.3x4.3) 155 (68) 175 (79) 18(68.2) 9.7 (0.67) 16 x 16 (4.9x4.9) 155(68) 175(79) 21(79.5) 13.2(0.91) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 25(94.7) 18.6(1.28) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 29(109.8) 25(1.73) 12 x 12 (3.6x3.6) 6-12 (152-305) 155 (68) 175 (79) 22 (83.3) 14.4 (1.0) 28.6(1.97) 14x14(4.3x4.3) 155(68) 175(79) 22(83.3) 14.4(1.0) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 26 (98.4) 20.1 (1.39) 1 6 x 18 (4.9x5.5) 155(68) 175(79) 31(117.4) ri Model Fl Res 44 SWC 4 to 12" (I0I.60n.,m To I I/4 [37.75mm] Moe/mum J04.80mmJ Face Of Fitting PUSH ON COVER. THEN To Wall 0/menu/on / TURN TO AOJUST UNTIL J TIGHT AGAINST WALL. iX I/2Reducec-j ,1J Recommended I 2 518" io [arJtIrit!.3 5116- TURN COLLAR UNTIL WRENCH BOSS. SPRINKLER - Adfustment El RES 44 SWC Fig. 5 Technical Data: Fl Res 44 SWC Thread Nominal Orifice Sprinkler Teni CoverTemp, Rating Max Pressure Max AntientTen!1 K Length Inch Fti19 psi ___________Factor bl.di CF cc OF I cc c cc (mm) (bar) (mm) 1/2"NPT (R½) 3/"(1O) 155 68 135 57 175(12) 100 38 4.4 2.45(62) Ma.Spiinkler Spacing ft (m) (iling Deflector Inch (mm) Flow gpm (Lpm) Pressure psi (bar) Sprin kler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 13(49.2) 8.7 (0.60) R3531 20.7(1.43) 14 x 14 (4.3x4.3) 14 (53.0) 10.2 (0.71) 16 x 16 (4.9x4.9) 17(64.3) 15.0 (1.1) 16x 18(4.9x5.5) 19(71.8) 18.7(1.13) 16 x 20(4.9x6.1) 23(87.1) 27.4(1.89) 12 x 12 (3.6x3.6) 6-12 (152-305) 14(52.9) 10.2 (0.71) 14 x 14(4.3x4.3) 15(56.7) 11.7(0.81) 16 x 16 (4.9x4.9) 18 (68.1) 16.8(l.16) 16x 18(4.9x5.5) 20(75.6) 91 Escutcheon. F2. Dab: Type Adjustment Face of Fitting to wall Inch (mm) Inch (mm) F2 (13) -%(47-174) 2. • Model Fl Res 40 Recessed Model Fl Res 40 HSW HSW/F2 F2 escutcheon, " (13mm adjustment 1 35FC05 rem FACE OF FITTING To WALL DIMENSION I t/4 MIN. (37.8mm] I -2 7/4W HOLE OH. [57.2mm] [32 j CEILING TO DEFLECTOR X 1/2 REDUCER DIMENSION 1 15116- D14 2 27 /32 [72.2mm] TURN COLLAR UNTIL TIGHT AGAINST ER SPRINKL WRENCH BOSS. L.._ I/2 [73mm] 1J51C06-C ADJUSTMENT El RES 58, 44 & 40 HSW/F2 Fig. 7 Technical Data: Fl Res 40 HSW & HSW/F2 Nominal Sprilder MaxFv'bx. Sptilder Thread Orifice Ten'i Piessue M1ei1 K Length Size Inch Riig psi Teni r Inch OF °C CF °C ___ (mm) (bar) (mm) 1/2"NPT _____ 3/" (10) ______ 155 175 68 I 79 175(12) 100 150 38 I 66 4.0 2.45 (62) Max. Sprinkler Ceiling -t- Sprinkler Temp. Flow Pressure Sprinkler Spacing Deflector Rating gpm psi (bar) Identification ft (m) °F (°C) Inch (mm) (Lpm) Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175 (79) 13(49.0) 10.6 (0.73) R3538 25.0(1.72) 14 x 14(4.3x4.3) 155 (68) 175 (79) 16(60.5) 16.0(1.10) 16 x 16 (4.9x4.9) 155 (68) _______ 17(64.3) 18.1 (1.24) 16 x 16(4.9x4.9) 175 (79) 18(68.1) 20.2(1.39) 16x 18(4.9x5.5) _______ 155 (68) 175 (79) 20 (75.7) 25.0 (1.72) 18 x 18 (5.5x5.5) 155(68) 175 (79) 22(83.3) 30.2 (2.08) 16 x 20 (4.9x6.1) 155(68) 175 (79) 23(87.0) 33.1 (2.28) 12 x 12 (3.6x3.6) 6-12 (152-305) 155 (68) 175 (79) 13(49.0) 10.6(0.73) 14x 14(4.3x4.3) 155(68) 175(79) 17(64.3) 18.1 (1.24) 16x 16(4.9x4.9) 155(68) 175(79) 20(75.7) Finishes(l) Standard Finishes Sprinkler Fl, F2, FP Escutcheons Cover Plates Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White Polyester White Painted Coated Special Application Finishes Sprinkler Fl, F2, Escutcheons Cover Plates Bright Brass Bright Brass Bright Brass Black Plated Black Plated Black Plated Black Paint Black Paint Black Paint Off White Off White Off White Satin Chrome I Satin Chrome Satin Chrome "Other finishes and colors are available on special order. Consult factory for details. Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Maintenance Model Fl Res 30, 49, Fl Res 58, Fl Res 76, Fl Res 44 and Fl Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model Fl Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpmlft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Cover Plate Finish Model Fl Res 49 & 58 Recessed Pendent/F1, Model Fl Res 30,49 & 58 Recessed Pendent/F2, Model Fl Res 30,49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pendent sprinklers engine9red to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (791C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 3.0, 49 & 58 Recessed PendentJFl] [Model Fl Res 30, 49 & 58 Recessed Pendent/F2] [Model Fl Res 30, 49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). 10. Model Fl Res 30,49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 m glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl RES 40 and Fl Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model Fl Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 40, SIN R3538 (Bulletin 135). Model Fl Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 40 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model 172). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 40/F2, SIN R3538 (Bulletin 135). Model Fl Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (681C)] [175°F (791C)]. Sprinklers shall have a nominal K-factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, SIN R3531 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with 1/2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). 11. Model Fl Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturers installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or.cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (791C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model El Res 76, SIN R7618 (Bulletin 135). Model Fl Res 76 Recessed Pendent/Fi, Model Fl Res 76 Recessed Pendent/F2, Model Fl Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineerd to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a ¼" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 34" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendent/Fl] [Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res 76 Recessed PendentJFP] SIN R7618 (Bulletin 135). Model Fl Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3%" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (68°C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (571C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model El Res 76 CCP, SIN R7618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by - The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices Recycled I I U (800) 848-6051 Sales Fax / Paper (914) 829-2042 corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 06/08 P/N 9999970235 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 510 CPVC - STEEL - COPPER HANGER SIZE - 3/4" thru 3" pipe. MATERIAL - Carbon Steel. FINISH I - Mil. Galvanized. LISTING/APPROVAL - 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Hanger in listed mounting positions - Top, Bottom or Side. Also, provides stability on vertical piping. INSTALLATION - Per NFPA 13, 13R, 13D and CPVC manufacturers instructions on top, bottom or side of building element. Space by pipe type. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 in WOOD: 3/4" - 3" CPVC pipe - #905 screw - no pre-drill. 3/4" - 3" Copper pipe - #905 screw - no pre-drill. 3/4" - 3" Steel pipe - 1/4"x 11/2" lag screw - no pre-drill. in STEEL - mm. 18 GA. 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Steel pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. *CAN ALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or told by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 2/08 Side View - For Drawings Below I IAc P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 511 SIDE MOUNT CPVC - COPPER HANGER SIZE - 3/4" thru 2" pipe. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTING/APPROVAL - 203 - EX 4231, EX 2551 FUNCTION - Hanger on CPVC and Copper pipe. INSTALLATION - Per NFPA 13,13R, 13D and CPVC manufacturers instructions on top or bottom of beam. Space by pipe type SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre-drill. 3/4" - 2" Copper pipe - #905 screw - no pre-drill. in STEEL - mm. 18 GA. 3/4" - 2" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe -'1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Hanger - Wood Stud Hanger - Metal Stud 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 banger assembly. Be advised the following svarranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 2/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 513 CPVC - STEEL - COPPER HANGER SIZE - 3/4" thru 2" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Tab up = Hanger. INSTALLATION - Per NFPA 13,13R and 13D on side or top of beam. Space by pipe type. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verily that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre-drill. 3/4" - 2" Copper pipe - #905 screw - no pre-drill. 3/4" - 2" Steel pipe - 1/4"x1 1/2" lag screw - no pre-drill. FEATURES * Offset edge eliminates abrasion. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 2/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 514 #906 OFFSET CPVC HANGER SIZE - 3/4" thru 3"pipe. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized.. LISTING/APPROVAL - 203 - EX 4231, EX 2551 PATENT - No. 6,648,278. FUNCTION - 3/4"-2" Hanger/restrainer for horizontal CPVC, Copper or Steel pipe. Listed hanger/restrainer in all 3 mounting positions, i.e. vertical surface and both top and bottom of horizontal surface. Provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Size 2 1/2" Hanger for horizontal CPVC pipe. Listed hanger in all 3 mounting positions. i.e. vertical surface and both top and bottom of horizontal surface. Size 3" Hanger for horizontal CPVC pipe in two mounting positions, side and bottom. i.e. vertical surface and bottom of horizontal surface. Stabilizes vertical piping by providing horizontal restraint. INSTALLATION - Per NFPA 13,13R and 131). Space by pipe type. Install on wood, concrete or steel - See Drawings. Snap over pipe then squeeze strap back allowing pipe to slide freely. Listed When #905 threads are exposed in wood, install #906 backing nut. 3/4' SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 WOOD - 3/4" - 3" CPVC pipe - #905 screw- no pre-drill. 3/4" - 2" Copper pipe - #905 screw- no pre-drill. 3/4" - 2" Steel pipe - 1/4"x1 1/2" lag screw - no pre-drill. Thru 5/8" gypsum board - 1/4" x 2" lag screw. STEEL- mm. 18 GA. - 3/4" -3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Steel pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fastener = 5(wt)+2501bs. 2 FEATURES * 1 1/2" Offset - loose fit allows pipe to slide. * 3/4" and 1" pipe size made with common center-line. * Patented design for superior strength. * Offset edge eliminates abrasion. * AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. AFCON #906 backing nut sold separately. Nul 4 0 Listed Restraint 3/4 t h r u 2" 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. DISCLAIMIER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 6/08 Reducing Tee Pipe Manufactured for Viking SupplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.) Size 3/4" Part Number 34PIPE Bag Qty. 240 ft 1PIPE 150 ft 1-1/4" 114P1PE 105 ft 1-1/2" 112P1PE 75 ft 2P1PE 60 ft 2-1/2" 212PIPE 30 ft 3PIPE 15 ft BlazeMaster® CPVC fittings are manufactured/supplied for Viking SupplyNet by NIBCO, Inc. Standard Fittings Tee — (f]) 1p - 3/4" Part Number y V5011-007 250 1" V5011-010 100 1-1/4" V5011-012 25 1-1/2" V5011-015 25 Size I Part Number I Box Qty. Tee (continued) V5011-020 2 2-1/2" V5011-025 1 V5011-030 Size 3/4"x3/4"xl" Part NumberBox V5011R-102 Qty. 10 1"x3/4"x3/4" V5011 R-125 100 1"x3/4"xl" V5011 R-126 10 1"xl"x3/4" V5011 R-131 100 1-1/4"xl"x314" V5O11R-157 5 1-1/4"xl"xl" V5011 R-158 25 1-1/4"xl"x1-114" V5011 R-159 5 1-1/4"xl-1/4"x3/4" V5011 R-167 25 1-1/4"xl-114"xl" V5011 R-168 25 1-1/4"x1-114"xl-1/2" V5011 R-169 5 1-1/2"xl-1/4"x3/4" V5011 R-201 5 1-1/2"xl-1/4"xl" V5011 R-202 5 1-1/2"xl-1/2"x3/4" V5011 R-210 25 1-1/2"xl -1/2"xl " V5011 R-211 25 1W I PartTT1T Box Qty._ Reducing Tees (continued) 1-1/2"xl-1/2"xl-1/4" V5011 R-212 5 1-1/2"xl-1/2"x2" V5011 R-213 5 2"x2"x3/4" V5011 R-248 2 2"x2"xl" V5011 R-249 10 2"x2"xl-1/4" V5011 R-250 2 2"x2"xl-1/2" V5011 R-251 2 2-1/2"x2-1/2"x l" V5011 R-289 1 2-1/2"x2-1/2"xl-1/4" V5011 R-290 1 2-1/2"x2-1/2"xl-1/2" V5011 R-291 1 2-112"x2-1/2"x2" V5011 R-292 1 3"x3"xl-1/2" V5011 R-337 1 3"x3"x2" V5011 R-338 1 3"x3"x2-1/2" V5011 R-339 1 www.vikinggroupinc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. Standard Fittings continued from Page 1 900 Elbow 3/4" Size •iiiNumber V5007-007 I Box iU'j 250 V5007-010 100 1-1/4" V5007-012 25 1-1/2" V5007-015 25 V5007-020 j 10 Size I Part Number I Box Qty. 90° Elbow (continued) 2-1/2" V5007-025 1 V5007-030 1 1" x 3/4" V5007R-131 100 450 Elbow — ~:p Cross Coupling cjt Reducing Coupling C] Bushing Cap — (3 www.vikinggroupinc.com Size 3/4" Part NumberBox V5006-007 Qty. 250 1" V5006-010 100 1-1/4" V5006-012 5 1-1/2" V5006-015 5 Size 3/4" Part Number V5035-007 ITh11'j 10 1" V5035-010 100 1-1/4" V5035-012 5 1-1/2" V5035-015 6 2" V5035-020 j 4 Size •1Part 3/4" rNumber T V5001-007 250 1" V5001-010 100 1-1/4" V5001-012 25 1-1/2" V5001-015 25 Size 1"x314" Part NumberBox V5001R-131 Qty. 10 1-1/4" x 1" V5001 R-168 5 1-1/2"x3/4" V5001 R-210 5 1-1/2" x 1" V5001 R-211 5 Size 1"x3/4" Part NumberBox V5018-131 Qty. 100 1-1/4" x 3/4" V5018-167 25 1-1/4" x 1" V5018-168 25 1-1/2" x 3/4" V5018-210 5 1-1/2" x 1" V5018-211 25 1-1/2" x 1-1/4" V5018-212 25 2" x 3/4" V5018-248 2 2" x 1" V5018-249 2 Size 3/4" Part Number V5017-007 Box Qty 250 1" V5017-010 100 1-1/4" V5017-012 5 1-1/2" V5017-015 5 Size •Part Number y 45° Elbow (continued) V5006-020 2 2-1/2" V5006-025 1 V5006-030 1 Size Part Number I Box i1i'j Cross (continued) 2-1/2" V5035-025 4 3" V5035-030 1 1"xl"x3/4"x3/4" V5035R-131 10 Size I rt Number I Box Qty. Coupling (continued) 2" V5001-020 10 2-1/2" V5001-025 1 3" V5001-030 1 Size t Number Box Qty. Reducing Coupling (continued) 1-1/2"x 1-1/4" V5001 R-212 5 2" x 1" V5001 R-249 2 2" x 1-1/2" V5001 R-251 2 Size I Part Number I Box iii'j Bushing (continued) 2" x 1-1/4" V5018-250 2 2" x 1-1/2" V5018-251 2 2-1/2"x 1-1/4" V5018-290 1 2-1/2" x 1-1/2" V5018-291 1 2-1/2" x 2" V5018-292 1 3" x 2" V5018-338 1 3" x 2-1/2" V5018-339 1 Size I Part Number Box Qty. Cap (continued) 2" V5017-020 2 2-1/2" V5017-025 1 3" V5017-030 1 Sprinkler Head Adapters BRASTIC7 Sprinkler Size Part Number Box Qty. Head Adapter 3/4" x 1/2" V5003SBT-101 100 1" x 1/2" V5003SBT-130 50 - 'Brass starter thread molded Into plastic, virtually eliminating cross-threading. Female Sprinkler Head .,, Part Number I Box Qty. Adapter with Metal Thread Insert 3/4" x 1/2" V5003SBI-101 100 1" x 1/2" V5003SBl-130 50 1" x 3/4" V5003SBI-131 10 Size Part NumberBox Qty. 3/4" x 1/2" V500325B1-101 100 1" x 1/2" V500325B1-130 50 'ThL' 3/4" x 1/2" Part Number V50073581-101 Box Qty. 100 1" x 1/2" V500735B1-130 50 1" x 3/4" V500735B1-131 10 1-1/4" x 1/2" V500735B1-166 5 Spigot Female Sprinkler Head Adapter with Metal Thread Insert ci Sprinkler Head 90 with Metal Thread Insert Sprinkler Head Tee with Metal Thread Insert cf!11 Size 1"xl"xl" Part NumberBox V50125B1-010 Qty. 50 3/4"x3/4"xl/2" V50125B1-101 10 1"xl"xl/2" V50125B1-130 50 1-1/4"xl-1/4"xl/2" V5012SB1-166 5 1-1/2"xl-1/2"xl/2" V50125B1-209 5 2"x2"x1/2" V50125B1-247 2 Size Part Number I Box Qty. Sprinkler Head Tee w/Metal Thread Inserts (continued) 1"x3/4"xl/2" V5012R5B1-124 10 1-1/4"xl"xl/2" V5012RSB1-156 5 1-1/2"xl-1/4"xl/2" V5012RSBl-199 5 2"xl-1/2"xl/2" V5012RSBl-237 2 V5014RSBl122* 10 'Socket x FIPT x Socket Sprinkler Head Back to _________ iiirirni .Box ,ii'j Back Cross with Metal Thread Insert lx1"xl/2"xl/2" 1-1/8" V503535B15-130 I 1 "I lxl"xl/2"xl/2" 1-15/16" V50353SB1L-130 I 1 Back to Back Tee with Size I Part Number Box Qty. Metal Threads Insert 1/2"xl/2"xl" 1-1/8" V5011335B15-075 48 1/2"xl/2"xl" 1-15/16" V501133SB1L-075 48 Size Part Number Box Oty. Test 1/2" V450-005 50 I fl www.vikinggroupinccom Standard Union Transition Fittings A;. Female Adapter with Metal Thread Insert Size Part Number I Box Qty. 3/4" V5003B1-007 10 1" V5003B1-010 50 1-1/4" V5003Bl-012 5 Size I Part Number I Box Qty. Female Adapter w/Metal Thread Inserts (continued) 1-1/2" V5003B1-015 5 2" V5003131-020 2 Spigot Female Adapter Size iiii Box Qty. with Metal Thread Insert 3/4" V50032B1-007 10 c:::i:ii 1" V50032B1-010 10 Male Adapter with Metal Thread Insert Size Part Number I Box i.el1!j 3/4" V5004B1-007 10 1" V5004B1-010 10 1-1/4" V5004B1-012 5 Size Part Number Box Qty. Male Adapter wlMetal Thread Inserts (continued) 1-1/2" V5004B1-015 5 2" V5004B1-020 2 Grooved Coupling Size Part Number I Box Ien'j iN' I Part Number Box Qty. Adapter 1 1/4 VSOOI G 012 30 Grooved Coupling Adapter (continued) 1-1/2" V5001 G-.015 25 2-1/2" V5001G-025 10 2" V5001 G-020 15 3" V5001 G-030 8 Size 3/4" Part Number V5033E-007 1wj 1 1" V5033E-010 1 1-1/4" V5033E-012 1 1-1/2" V5033E-015 1 Size I Part Number I Box Qty. Standard Union (continued) V5033E-020 1 2-1/2" V5033E-025 1 V5033E-030 1 Accessories Solvent Cement Size Part Number Box Qty Roller SizePart IThWj Quart V5097Q 12 N/A V5097 24 Pint V5097P 12 Dauber Size Part Number I Box Qty Brush Small V5093-S R09 0 Large V5093-L Size Part Number Box Qty ________ Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. c®us <e> @ APPROVED www,vikinggroupinc.com September 2010 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: 12 Pacific SR#: PROJECT ADDRESS: 1835 Buena Vista W PHONE: (951) 667-4220x348 FAX NUMBER:( Largest Building (ft.2): 3,809 Sprinkled? (Assigned upon plan submittal) CITY: Carlsbad Construction Type: new SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Loker Ave E east of El Fuerte Street TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 75 PSI Hydrant Number (if applicable):new Elevation of test: 157 Feet Main Size: 10 INCH Pressure Zone: 330 Feet Date/Time of Test: :pftt Tube Reading: PSI Corresponding Flow: GPM Total Flow: 3.050 GPM Residual Pressure 43 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi of 4,585 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 3,050 gpm. There was no specific request forfire flow from the Client or Fire Department. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable): C69606 Signature: / 1/ Title/Org(P ject Manager Date: 08/17/2018 ' tg- Project Site Fire Flow Test Location (new hydrant) 01 #162 1835 Buena Vista Way -Fire Flow Analysis