The URL can be used to link to this page

Home My WebLink About1719 BUENA VISTA WAY; ; FPR2018-0158PERMIT REPORT (?ity of Carlsbad Print Date: 09/07/2023 Job Address: 1719 BUENA VISTA WAY, CARLSBAD, CA Permit Type: FIRE-Construction Residential Work Class: Parcel #: Track #: Valuation: $0.00 Lot #: Occupancy Group: Project U: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Permit No: FPR2018-0158 Status: Closed - Finaled Single Family Fire Sprinklu Applied: 09/27/2018 Issued: 12/10/2018 Finaled Close Out: 09/12/2019 Final Inspection: INSPECTOR: Salcedo, Felix Project Title: Description: PLAN 1- YADA FARM LOT 9- 13D NEW RESIDENTAL SYSTEM FPContractor: NP MECHANICAL INC P0 BOX 309 CORONA, CA 92878-0309 (951) 667-4220 FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $125.00 FIRE NFPA 13D Single Family System (Plan Review)' $246.00 Total Fees: $371.00 Total Payments To Date: $371.00 • Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov FPR20I8-0158 1719 BUENA VISTA WAY PLAN 1- YADA FARM LOT 9- 13D NEW RESI DENTAL SYSTEM FPR20I8-0158 FPR20I8-0159 1710 YADA PL PLAN 2-YADA FARM LOT 8- 13D NEW SPRINKLER SYSTEM 9/27/2018 FPR20I8-0159 FPR20I8-0160 1730 YADA PL PLAN 3- YADA FARM LOT 7- 13D NEW SPRINKLER SYSTEM 9/2712018 FPR20I8-0160 fr-oL8 -o('g MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : 12 PACIFIC Building : PLAN 1 Location : CALC AREA 1 System Contract Data File : PLAN1 CAl 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 Location - CALC AREA 1 Building - PLAN 1 Contractor - NP MECHANICAL Calculated By - JC Construction: (X) Combustible OCCUPANCY - LIGHT HAZARD Date - 7/30/18 System No. - Contract No. - Drawing No. - 1 Non-Combustible Ceiling Height Listed Flow at Start Point - 13 Listed Pres. at Start Point - 7 MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 5 Additional Flow Added - Elevation at Highest Outlet - Note: Gpm System Type Psi (X) Wet ( ) Dry Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model RFC49 Feet Size 7/16 K-Factor 4.9 Temperature Rating 165 S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential ( .)NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )1 (X)2 ( )4 )Other )Specific Ruling Made by Date Calculation Gpm Required 27.331 Psi Required 32.321 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 75 Elev. R Residual (Psi) - 43 Other Flow (Gpm) - 3050 S Elevation - P Location: P L Source of Information: Y 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 12 PACIFIC Page 2 Date 9/11/18 City Water Sup p!y: Demand: Cl - Static Pressure : 67.5 Dl - Elevation : 12.993 C2 - Residual Pressure: 38.7 D2 - System Flow : 27.331 C2 - Residual Flow : 3050 D2 - System Pressure : 62.331 Hose ( Demand) : 5 D3 - System Demand : 32.331 Safety Margin : 5.162 150 140 130 p120 R° E10° S90 s 80 U 70 [-Em- 30 400 R6° 40 E___________________________________________ 20 10 800 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 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N* CPVC90EllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 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 Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 10.0 4.9 7.04 na 13.0 H2 10.0 4.9 8.55 na 14.33 H3 10.0 11.88 na Dl 11.0 7.36 na D2 11.0 9.02 na 1 11.0 9.24 na D3 11.0 11.44 na 2 11.0 11.44 na 3 11.0 12.04 na 4 11.0 13.04 na 5 11.0 19.8 na 6 11.0 18.57 na 7 11.0 17.26 na 8 11.0 14.41 na 9 11.0 12.07 na TA 11.0 21.28 na GA 5.0 24.73 na BR 2.0 32.32 na EL -3.0 34.82 na X -3.0 38.48 na 5.0 Ml -3.0 39.66 na M2 -3.0 43.9 na CM -3.0 54.96 na 100 -3.0 54.97 na 101 -3.0 54.97 na SRC -20.0 62.33 na 0.05 256 7.039 0.05 256 7.0 The maximum velocity is 13.34 and it occurs in the DiDe between nodes M2 and CM Final Calculations - Hazen-Williams NP Mechanical Page q 5 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 Di 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H2 14.33 0.874 N 7.0 1.000 8.553 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D2 14.33 0.1131 0.0 8.000 0.905 Vel = 7.66 0.0 14.33 9.025 K Factor = 4.77 H3 0.0 0.874 N 7.0 1.000 11.875 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 11.442 K Factor =0 Dl 13.00 0.874 N 7.0 9.917 7.361 to 150.0 0 3.0 10.000 0.0 1 13.0 0.0944 0.0 19.917 1.881 Vel = 6.95 0.0 13.00 9.242 K Factor = 4.28 D2 14.33 0.874 R 1.0 0.917 9.025 to 150.0 0.0 1.000 0.0 1 14.33 0.1132 0.0 1.917 0.217 Vel = 7.66 1 -4.24 0.874 3R 3.0 34.250 9.242 to 150.0 0.0 3.000 0.0 2 10.09 0.0591 0.0 37.250 2.200 Vel = 5.40 0.0 10.09 11.442 K Factor = 2.98 D3 0.0 0.874 0 3.0 4.583 11.442 to 150.0 0.0 3.000 0.0 2 0.0 0.0 0.0 7.583 0.0 Vel = 0 2 10.09 0.874 N 7.0 3.167 11.442 to 150.0 0.0 7.000 0.0 3 10.09 0.0591 0.0 10.167 0.601 Vel = 5.40 3 0.0 0.874 2R 2.0 14.833 12.043 to 150.0 0.0 2.000 0.0 4 10.09 0.0591 0.0 16.833 0.995 Vel = 5.40 4 -16.06 0.874 3R 3.0 37.333 13.038 to 150.0 0 3.0 6.000 0.0 9 -5.97 -0.0224 0.0 43.333 -0.971 Vel = 3.19 0.0 -5.97 12.067 K Factor = -1.72 4 16.06 0.874 4R 4.0 41.417 13.038 to 150.0 0 3.0 7.000 0.0 5 16.06 0.1397 0.0 48.417 6.762 Vel = 8.59 5 -27.33 0.874 N 7.0 10.000 19.800 to 150.0 0.0 7.000 0.0 6 -11.27 -0.0725 0.0 17.000 -1.232 Vel = 6.03 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 at Pt/Ft Eqv. Ln. Total Pf Pn 6 0.0 0.874 R 1.0 14.083 18.568 to 150.0 0 3.0 4.000 0.0 7 -11.27 -0.0724 0.0 18.083 -1.310 Vet = 6.03 7 0.0 0.874 5R 5.0 27.333 17.258 to 150.0 N 7.0 12.000 0.0 8 -11.27 -0.0724 0.0 39.333 -2.849 Vet = 6.03 8 0.0 0.874 5R 5.0 27.333 14.409 to 150.0 0.0 5.000 0.0 9 -11.27 -0.0724 0.0 32.333 -2.342 Vet = 6.03 9 -5.97 0.874 0 3.0 14.750 12.067 to 150.0 0.0 3.000 0.0 1 -17.24 -0.1592 0.0 17.750 -2.825 Vet = 9.22 0.0 -17.24 9.242 K Factor = -5.67 5 27.33 1.101 N 7.0 5.250 19.800 to 150.0 0.0 7.000 0.0 TR 27.33 0.1212 0.0 12.250 1.485 Vet = 9.21 0.0 27.33 21.285 K Factor = 5.92 TR 27.33 1.101 R 1.0 6.000 21.285 to 150.0 0.0 1.000 2.599 GA 27.33 0.1211 0.0 7.000 0.848 VeI= 9.21 GA 0.0 1.101 Fsp 0.0 3.000 24.732 to 150.0 2S 19.125 24.126 4.299 * * Fixed Loss = 3 BR 27.33 0.1213 0 5.0 27.126 3.290 Vet = 9.21 BR 0.0 1.245 0.0 5.000 32.321 to 150.0 0.0 0.0 2.166 EL 27.33 0.0664 0.0 5.000 0.332 Vet = 7.20 EL 0.0 1.245 0.0 55.000 34.819 to 150.0 0.0 0.0 0.0 X 27.33 0.0666 0.0 55.000 3.665 Vet = 7.20 X 5.00 1.025 Ball 3.037 2.000 38.484 Qa = 5 to 150.0 0.0 3.038 0.0 Ml 32.33 0.2344 0.0 5.038 1.181 Vet = 12.57 Ml 0.0 1.025 0.0 1.000 39.665 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 32.33 0.2340 0.0 1.000 0.234 Vet = 12.57 M2 0.0 0.995 1 5.841 35.000 43.899 to 150.0 0.0 5.841 0.0 CM 32.33 0.2709 0.0 40.841 11.063 Vet = 13.34 CM 0.0 7.98 F 13.591 331.000 54.962 to 150.0 1 52.855 66.447 0.0 100 32.33 0.0 0.0 397.447 0.004 Vet = 0.21 100 0.0 9.79 F 14.844 137.000 54.966 to 150.0 1 67.474 82.319 0.0 101 32.33 0.0 0.0 219.319 0.001 Vet = 0.14 101 0.0 6.16 E 22.818 10.000 54.967 to 150.0 0.0 22.818 7.363 SRC 32.33 0.0 0.0 32.818 0.001 Vet = 0.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical 12 PACIFIC Page 7 Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 0.0 32.33 62.331 K Factor = 4.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name :12 PACIFIC Building : PLAN 1 Location : CALC AREA 2 System Contract Data File : PLAN 1 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 09 NP Mechanical Page 1 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12 PACIFIC Date - 7/30/18 Location - CALC AREA 2 Building - PLAN 1 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 Y Number of Sprinklers Flowing: S ( )Other T ( )Specific Ruling E 13 Residential (X)1 ( )2 Made by ( )NFPA 13R (X)NFPA 13D ( )4 Date 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 35.783 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 : 12.993 C2 - Residual Pressure: 38.7 D2 - System Flow : 20.024 C2 - Residual Flow : 3050 D2 - System Pressure : 59.332 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 8.165 150 140 130 p 12 R 11 E10° S 90 80 u 70 : - DZ- R6° - - 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 Abbrv. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC 100 2.25 2 2.5 2.25 10 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - 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 1390 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 Hi 10.0 21.44 na H2 10.0 21.44 na H3 10.0 4.9 16.7 na Di 11.0 21.01 na D2 11.0 21.01 na 1 11.0 21.01 na D3 11.0 17.95 na 2 11.0 19.54 na 3 11.0 20.36 na 4 11.0 21.71 na 5 11.0 25.72 na 6 11.0 25.08 na 7 11.0 24.4 na 8 11.0 22.92 na 9 11.0 21.71 na TR 11.0 26.56 na GA 5.0 29.63 na BR 2.0 35.78 na EL -3.0 38.14 na X -3.0 40.2 na Mi -3.0 40.93 na M2 -3.0 45.08 na CM -3.0 51.96 na 100 -3.0 51.97 na 101 -3.0 51.97 na SRC -20.0 59.33 na 20.02 0.05 400 16.7 5.0 Pessure / 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. 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 at Pt/Ft Eqv. Ln. Total Pt Pn Hi 0.0 0.874 N 7.0 1.000 21.440 to 150.0 0.0 7.000 -0.433 Di 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 21.007 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 21.440 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 21.007 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 Dl 0.0 0.874 N 7.0 9.917 21.007 to 150.0 0 3.0 10.000 0.0 1 0.0 0.0 0.0 19.917 0.0 Vel = 0 0.0 0.0 21.007 K Factor = 0 D2 0.0 0.874 R 1.0 0.917 21.007 to 150.0 0.0 1.000 0.0 1 0.0 0.0 0.0 1.917 0.0 Vel =0 1 -8.11 0.874 3R 3.0 34.250 21.007 to 150.0 0.0 3.000 0.0 2 -8.11 -0.0394 0.0 37.250 -1.469 Vel = 4.34 0.0 -8.11 19.538 K Factor = -1.83 D3 20.02 0.874 0 3.0 4.583 17.946 to 150.0 0.0 3.000 0.0 2 20.02 0.2099 0.0 7.583 1.592 Vel = 10.71 2 -8.10 0.874 N 7.0 3.167 19.538 to 150.0 0.0 7.000 0.0 3 11.92 0.0804 0.0 10.167 0.817 Vel = 6.37 3 0.0 0.874 2R 2.0 14.833 20.355 to 150.0 0.0 2.000 0.0 4 11.92 0.0804 0.0 16.833 1.353 Vel = 6.37 4 -12.12 0.874 3R 3.0 37.333 21.708 to 150.0 0 3.0 6.000 0.0 9 -0.2 0.0 0.0 43.333 -0.002 Vel = 0.11 0.0 -0.20 21.706 K Factor = -0.04 4 12.12 0.874 4R 4.0 41.417 21.708 to 150.0 0 3.0 7.000 0.0 5 12.12 0.0829 0.0 48.417 4.014 Vel = 6.48 5 -20.03 0.874 N 7.0 10.000 25.722 to 150.0 0.0 7.000 0.0 6 -7.91 -0.0376 0.0 17.000 -0.639 Vel = 4.23 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 Pt/Ft Eqv. Ln. Total Pt Pn 6 to 7 0.0 -7.91 0.874 150.0 -0.0377 R 0 1.0 3.0 0.0 14.083 4.000 18.083 25.083 0.0 -0.681 Vel = 4.23 7 0.0 0.874 511 5.0 27.333 24.402 to 150.0 N 7.0 12.000 0.0 8 -7.91 -0.0376 0.0 39.333 -1.479 Vel = 4.23 8 0.0 0.874 5R 5.0 27.333 22.923 to 150.0 0.0 5.000 0.0 9 -7.91 -0.0376 0.0 32.333 -1.217 Vel = 4.23 9 -0.20 0.874 0 3.0 14.750 21.706 to 150.0 0.0 3.000 0.0 1 -8.11 -0.0394 0.0 17.750 -0.699 Vel = 4.34 0.0 -8.11 21.007 K Factor = -1.77 5 20.02 1.101 N 7.0 5.250 25.722 to 150.0 0.0 7.000 0.0 TR 20.02 0.0682 0.0 12.250 0.836 Vel = 6.75 0.0 20.02 26.558 K Factor = 3.88 TR 20.02 1.101 R 1.0 6.000 26.558 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 29.634 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 35.783 to 150.0 0.0 0.0 2.166 EL 20.02 0.0374 0.0 5.000 0.187 Vel = 5.28 EL 0.0 1.245 0.0 55.000 38.136 to 150.0 0.0 0.0 0.0 X 20.02 0.0375 0.0 55.000 2.061 Vel = 5.28 X 5.00 1.025 Ball 3.037 2.000 40.197 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 40.932 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 35.000 45.078 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 40.841 6.887 Vel = 10.32 CM 0.0 7.98 F 13.591 331.000 51.965 to 150.0 T 52.855 66.447 0.0 100 25.02 0.0 0.0 397.447 0.003 Vel = 0.16 100 0.0 9.79 F 14.844 137.000 51.968 to 150.0 T 67.474 82.319 0.0 101 25.02 0.0 0.0 219.319 0.0 VeI= 0.11 101 0.0 6.16 E 22.818 10.000 51.968 to 150.0 0.0 22.818 7.363 SRC 25.02 0.0 0.0 32.818 0.001 Vel = 0.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical 12 PACIFIC Page 7 Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C's or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 0.0 25.02 59.332 K Factor = 3.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PPs2cI S (95 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name :12 PACIFIC Building : PLAN 1 Location : ALT. CALC AREA 1 System Contract Data File : ALT. PLAN1 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 1 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 27.331 Psi Required 32.920 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 12 PACIFIC Page 2 Date 9/11/18 City Water Supply: Cl - Static Pressure : 67.5 02 - Residual Pressure: 38.7 C2 - Residual Flow : 3050 Demand: Dl - Elevation : 12.993 D2 - System Flow : 27.331 D2 - System Pressure : 62.931 Hose ( Demand) : 5 D3 - System Demand : 32.331 Safety Margin : 4.563 150 140 130 P 120 A 110 E 100 90 80 U 70 R 60 E 50 D3 40 30 20 10 C2 400 800 1200 1600 2000 2400 2800 3200 C.,, FLOW ( N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 12 PACIFIC Date 9/11/18 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC 100 E NFPA 13 90' Standard Elbow F NFPA 13 45' Elbow Fsp Flow Switch Potter VSR N * CPVC 90'Ell Harvel-Spears 0. CPVC Tee - Branch R * CPVC Coupling Tee - Run S NFPA 13 Swing Check T NFPA 1390, Flow thru Tee 2.25 2 2.5 2.25 10 1 2 2 3 4 5 6 1 1 1 1 2 2 3 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 3 3 4 5 7 9 11 13 17 19 21 24 28 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 No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. Hi 10.0 4.9 7.04 na 13.0 0.05 256 7.039 H2 10.0 4.9 8.55 na 14.33 0.05 256' 7.0 H3 10.0 11.74 na Di 11.0 7.36 na D2 11.0 9.02 na 11.0 9.24 na D3 11.0 11.31 na 2 11.0 11.31 na 3 11.0 11.87 na 4 11.0 12.81 na 5 11.0 18.89 na 6 11.0 20.4 na 7 11.0 18.74 na 8 11.0 15.13 na 9 11.0 12.17 na TRA 11.0 21.88 na GA 5.0 25.33 na BR 2.0 32.92 na EL -3.0 35.42 na X -3.0 39.08 na 5.0 Mi -3.0 40.26 na M2 -3.0 44.5 na CM -3.0 55.56 na 100 -3.0 55.57 na 101 -3.0 55.57 na SRC -20.0 62.93 na The maximum velocity is 13.34 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 Pt/Ft Eqv. Ln. Total Pf Pn Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 Dl 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H2 14.33 0.874 N 7.0 1.000 8.553 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D2 14.33 0.1131 0.0 8.000 0.905 Vel = 7.66 0.0 14.33 9.025 K Factor = 4.77 H3 0.0 0.874 N 7.0 1.000 11.743 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 11.310 K Factor =0 Di 13.00 0.874 N 7.0 9.917 7.361 to 150.0 0 3.0 10.000 0.0 1 13.0 0.0944 0.0 19.917 1.881 Vel = 6.95 0.0 13.00 9.242 K Factor = 4.28 02 14.33 0.874 R 1.0 0.917 9.025 to 150.0 0.0 1.000 0.0 1 14.33 0.1132 0.0 1.917 0.217 VeI= 7.66 1 -4.57 0.874 3R 3.0 34.250 9.242 to 150.0 0.0 3.000 0.0 2 9.76 0.0555 0.0 37.250 2.068 Vel = 5.22 0.0 9.76 11.310 K Factor = 2.90 D3 0.0 0.874 0 3.0 4.583 11.310 to 150.0 0.0 3.000 0.0 2 0.0 0.0 0.0 7.583 0.0 Vel = 0 2 9.76 0.874 N 7.0 3.167 11.310 to 150.0 0.0 7.000 0.0 3 9.76 0.0556 0.0 10.167 0.565 Vel = 5.22 3 0.0 0.874 2R 2.0 14.833 11.875 to 150.0 0.0 2.000 0.0 4 9.76 0.0555 0.0 16.833 0.934 Vel = 5.22 4 -14.53 0.874 3R 3.0 37.333 12.809 to 150.0 0 3.0 6.000 0.0 9 -4.77 -0.0148 0.0 43.333 -0.641 Vel = 2.55 0.0 -4.77 12.168 K Factor= -1.37 4 14.53 0.874 411 4.0 41.417 12.809 to 150.0 N 7.0 11.000 0.0 5 14.53 0.1160 0.0 52.417 6.082 Vel = 7.77 5 0.0 0.874 0 3.0 10.000 18.891 to 150.0 0.0 3.000 0.0 6 14.53 0.1160 0.0 13.000 1.508 VeI= 7.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fi'nal 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 Pt/Ft Eqv. Ln. Total Pf Pn 6 -27.33 0.874 R 1.0 14.083 20.399 to 150.0 0 3.0 4.000 0.0 7 -12.8 -0.0917 0.0 18.083 -1.658 Vel = 6.85 7 0.0 0.874 5R 5.0 27.333 18.741 to 150.0 N 7.0 12.000 0.0 8 -12.8 -0.0917 0.0 39.333 -3.607 Vel = 6.85 8 0.0 0.874 511 5.0 27.333 15.134 to 150.0 0.0 5.000 0.0 9 -12.8 -0.0917 0.0 32.333 -2.966 Vel = 6.85 9 -4.77 0.874 0 3.0 14.750 12.168 to 150.0 0.0 3.000 0.0 1 -17.57 -0.1648 0.0 17.750 -2.926 Vel = 9.40 0.0 -17.57 9.242 K Factor = -5.78 6 27.33 1.101 N 7.0 5.250 20.399 to 150.0 0.0 7.000 0.0 TRA 27.33 0.1213 0.0 12.250 1.486 Vel = 9.21 0.0 27.33 21.885 K Factor = 5.84 TRA 27.33 1.101 R 1.0 6.000 21.885 to 150.0 0.0 1.000 2.599 GA 27.33 0.1211 0.0 7.000 0.848 VeI= 9.21 GA 0.0 1.101 Fsp 0.0 3.000 25.332 to 150.0 2S 19.125 24.126 4.299 * * Fixed Loss = 3 BR 27.33 0.1212 0 5.0 27.126 3.289 Vel = 9.21 BR 0.0 1.245 0.0 5.000 32.920 to 150.0 0.0 0.0 2.166 EL 27.33 0.0666 0.0 5.000 0.333 Vel = 7.20 EL 0.0 1.245 0.0 55.000 35.419 to 150.0 0.0 0.0 0.0 X 27.33 0.0666 0.0 55.000 3.665 Vel = 7.20 X 5.00 1.025 Ball 3.037 2.000 39.084 Qa = 5 to 150.0 0.0 3.038 0.0 Ml 32.33 0.2344 0.0 5.038 1.181 Vel = 12.57 Ml 0.0 1.025 0.0 1.000 40.265 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 32.33 0.2340 0.0 1.000 0.234 Vel = 12.57 M2 0.0 0.995 1 5.841 35.000 44.499 to 150.0 0.0 5.841 0.0 CM 32.33 0.2709 0.0 40.841 11.063 Vel = 13.34 CM 0.0 7.98 F 13.591 331.000 55.562 to 150.0 1 52.855 66.447 0.0 100 32.33 0.0 0.0 397.447 0.004 Vel = 0.21 100 0.0 9.79 F 14.844 137.000 55.566 to 150.0 1 67.474 82.319 0.0 101 32.33 0.0 0.0 219.319 0.001 Vel = 0.14 101 0.0 6.16 E 22.818 10.000 55.567 to 150.0 0.0 22.818 7.363 SRC 32.33 0.0 0.0 32.818 0.001 Vel = 0.35 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. 'IC" or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 0.0 32.33 62.931 K Factor = 4.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : 12 PACIFIC Building : PLAN 1 Location : ALT. CALC AREA 2 System Contract Data File : ALT. PLAN1 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 ¼ 12 PACIFIC Date 9/11/18 HYDRAULIC DESIGN INFORMATION SHEET Name - 12 PACIFIC Date - 9/11/18 Location - ALT. CALC AREA 2 Building - PLAN 1 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - JC Drawing No. - 1 Construction: (X) Combustible C ) 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)1 C )2 ( )4 S ( )Other T ( )Specific Ruling Made by Date H 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 C ) PreAction H 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 36.202 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 Suppjy: Demand: Cl - Static Pressure : 67.5 Dl - Elevation : 12.993 C2 - Residual Pressure: 38.7 D2 - System Flow : 20.024 C2 - Residual Flow : 3050 D2 - System Pressure : 59.751 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 7.745 150 140 130 p120 R° E10° S90 S 80 Ci u 70 A6° E 50 DI 40 30 20 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 12 PACIFIC Date 9/11/18 Fitting Legend Abbrev. Name ½ 34 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 139O'StandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'EII 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* 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 1390' 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 F4essure / 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 21.45 na H2 10.0 21.45 na H3 10.0 4.9 16.7 na 20.02 0.05 400 16.7 Dl 11.0 21.02 na D2 11.0 21.02 na 11.0 21.02 na D3 11.0 17.95 na 2 11.0 19.54 na 3 11.0 20.35 na 4 11.0 21.69 na 5 11.0 25.26 na 6 11.0 26.14 na 7 11.0 25.25 na 8 11.0 23.32 na 9 11.0 21.73 na TRA 11.0 26.98 na GA 5.0 30.05 na BR 2.0 36.2 na EL -3.0 38.55 na X -3.0 40.62 na 5.0 Ml -3.0 41.35 na M2 -3.0 45.5 na CM -3.0 52.38 na 100 -3.0 52.39 na 101 -3.0 52.39 na SRC -20.0 59.75 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 Pt/Ft Eqv. Ln. Total Pt Pn Hi 0.0 0.874 N 7.0 1.000 21.454 to 150.0 0.0 7.000 -0.433 Di 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 21.021 K Factor =0 H2 0.0 0.874 N 7.0 1.000 21.454 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 21.021 K Factor =O H3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 20.02 0.2099 0.0 8.000 1.679 Vel= 10.71 0.0 20.02 17.946 K Factor = 4.73 Di 0.0 0.874 N 7.0 9.917 21.021 to 150.0 0 3.0 10.000 0.0 1 0.0 0.0 0.0 19.917 0.0 Vel = 0 0.0 0.0 21.021 K Factor =0 D2 0.0 0.874 R 1.0 0.917 21.021 to 150.0 0.0 1.000 0.0 1 0.0 0.0 0.0 1.917 0.0 Vel = 0 1 -8.15 0.874 3R 3.0 34.250 21.021 to 150.0 0.0 3.000 0.0 2 -8.15 -0.0398 0.0 37.250 -1.483 Vel = 4.36 0.0 -8.15 19.538 K Factor= -1.84 D3 20.02 0.874 0 3.0 4.583 17.946 to 150.0 0.0 3.000 0.0 2 20.02 0.2099 0.0 7.583 1.592 Vel = 10.71 2 -8.15 0.874 N 7.0 3.167 19.538 to 150.0 0.0 7.000 0.0 3 11.87 0.0799 0.0 10.167 0.812 Vel= 6.35 3 0.0 0.874 2R 2.0 14.833 20.350 to 150.0 0.0 2.000 0.0 4 11.87 0.0798 0.0 16.833 1.343 Vel = 6.35 4 -10.88 0.874 311 3.0 37.333 21.693 to 150.0 0 3.0 6.000 0.0 9 0.99 0.0008 0.0 43.333 0.035 Vel = 0.53 0.0 0.99 21.728 K Factor = 0.21 4 10.89 0.874 413 4.0 41.417 21.693 to 150.0 N 7.0 11.000 0.0 5 10.89 0.0680 0.0 52.417 3.564 Vel = 5.82 5 0.0 0.874 0 3.0 10.000 25.257 to 150.0 0.0 3.000 0.0 6 10.89 0.0680 0.0 13.000 0.884 Vel = 5.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Ai NP Mechanical Page 6 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. AC" or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv. Ln, Total Pt Pn 6 -20.03 0.874 R 1.0 14.083 26.141 to 150.0 0 3.0 4.000 0.0 7 -9.14 -0.0492 0.0 18.083 -0.889 Vel = 4.89 7 0.0 0.874 511 5.0 27.333 25.252 to 150.0 N 7.0 12.000 0.0 8 -9.14 -0.0492 0.0 39.333 -1.934 Vel = 4.89 8 0.0 0.874 511 5.0 27.333 23.318 to 150.0 0.0 5.000 0.0 9 -9.14 -0.0492 0.0 32.333 -1.590 Vel = 4.89 9 0.99 0.874 0 3.0 14.750 21.728 to 150.0 0.0 3.000 0.0 1 -8.15 -0.0398 0.0 17.750 -0.707 Vel = 4.36 0.0 -8.15 21.021 KFactor= -1.78 6 20.02 1.101 N 7.0 5.250 26.141 to 150.0 0.0 7.000 0.0 TRA 20.02 0.0682 0.0 12.250 0.836 Vel = 6.75 0.0 20.02 26.977 K Factor = 3.85 TRA 20.02 1.101 R 1.0 6.000 26.977 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 30.053 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 36.202 to 150.0 0.0 0.0 2.166 EL 20.02 0.0374 0.0 5.000 0.187 Vel = 5.28 EL 0.0 1.245 0.0 55.000 38.555 to 150.0 0.0 0.0 0.0 X 20.02 0.0375 0.0 55.000 2.061 Vel = 5.28 X 5.00 1.025 Ball 3.037 2.000 40.616 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 41.351 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 25.02 0.1460 0.0 1.000 0.146 VeI= 9.73 M2 0.0 0.995 T 5.841 35.000 45.497 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 40.841 6.887 Vel = 10.32 CM 0.0 7.98 F 13.591 331.000 52.384 to 150.0 T 52.855 66.447 0.0 100 25.02 0.0 0.0 397.447 0.003 Vel = 0.16 100 0.0 9.79 F 14.844 137.000 52.387 to 150.0 T 67.474 82.319 0.0 101 25.02 0.0 0.0 219.319 0.0 VeI= 0.11 101 0.0 6.16 E 22.818 10.000 52.387 to 150.0 0.0 22.818 7.363 SRC 25.02 0.0 0.0 32.818 0.001 Vel = 0.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 'I. NP Mechanical Page 7 12 PACIFIC Date 9/11/18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point at Pt/Ft Eqv. Ln. Total Pt Pn 0.0 25.02 59.751 K Factor = 3.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t*OIc5 Bulletin 006 Rev. I Model RFC30 (SIN RA0611) ® Model RFC43 (SIN RA061 2) Reli a b U e Model RFC49 (SIN RA061 6) Residential Flat Concealed Sprinklers C CD : 0 0 C, CD A Residential Flat Concealed Sprinkler engineered for a minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features Very low water flow requirements. Cover plate attachment (Plain or Perforated) with ½" (13mm) Total adjustment. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacu- ation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and 1/2" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily main uover i-late 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 21/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexago- nal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe instal- lation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent dam- age to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COV- ERS. Note: A leak tight 1/2" NPT (131/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final ad- justment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover re- moval requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or neg- ative pressurization but must not be positively pres- surized. Inspect all sprinklers after installation to en- sure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. 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 °C RFC 30 (RA0611) 1/2" (15) 21/& (8,2) 165 74 135 57 100 38 3.0 (43.2) 175 (12) RFC43 ½"(15) 3h(10) 165 74 (RA0612) 135 57 100 38 4.3(62) 175 (12) RFC 49 (RA0616) 1/2"(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 (165°F1740C) Top of Deflector Installation Minimum area FtxFt(mxm) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Fl 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 NEPA 13, 13R or 13D 2. RFC 43 Ordinary Temp. Rating Max. Coverage Max. Spacing (165°F174°C) Top of Deflector Installation Minimum area FtxFt(mxm) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (L/min) PSI (bar) 12x 12(3,6x3,6) 12(3,6) 12(4,5) 7.8 (0,54) Smooth Ceilings Y2 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 1313, 13R or 13 installed in beams ½ to 1(13 to 25.4) Concealed 8(2.4) 18x 18(5,5x5,5) 18(5,5) 18(68) 17.5 (1,21) 20x20(6,1 x6,1) 20(6,1) 21(79) 23.8(1,64) For Ceiling types refer to NFPA 13, 13R or 13D RFC49 Max. Coverage Ordinary Temp. Rating Top of Deflector Minimum area Max. Spacing (165- 40c) to Ceiling Installation Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) T ype Ft (m) GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0 (0,48) Smooth Ceilings ½ to 1(13 to 25.4) 14 x 14 (4,3 x 4,3) 14(4,3) 13(49) 7.0(0,48) 16 x 16 (4,9 x 4,9) 16(4,9) 13(49) 7.0 (0,48) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) Concealed 8(2.4) 18 x 18(5,5 x 5,5) 18(5,5) 17(64,3) 12.0 (0,83) 20x20(6,1 x6,1) 20(6,1) 20(75,73) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 13D 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 ½" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K- factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6) having a 3/8" and /16" 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 ½" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop-down sprinkler deflector from dam- age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty - specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA061 1 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). 3. Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On Feature Cover Plate Finishes' Standard Finishes Chrome White Paint Special Application Finishes(') 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 1/2 REDXINO lEroRaaowfl (66mmJ 4 [58.42mm] DL4 HOLE IN CEIUNO CUP - 2 (50.8mm) MAX FACE OF F1TI7NO ' (12 70mm1 M4) \ s. TO FACE OF CEiLiNG COADJUS7MUff "\\ " DIMes, I/2Ø2.7Omm] MIN. 7V j110i/ _______ . 1 Ma. DROPPED DEFLECTOR FRMF CEiLING TO cEJu ! (4.96mm) 21mml DA ASSEMBLY SPRINKLER COVER PLATE: 1/2" (12.7mm] ADJUSTMEN to The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the united States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled (800) 431-1588 Sales Offices Paper Reliabk (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 11/14 P/N 9999970261 D F1 Res 3O,49,58&76 F1 Res 30,49,58 & 76 Recessed Pendent/ Fl Recessed Pendent/ P Fl Res 44SWC Fl Res 40 Recessed HSW/F2 Fl Res 44&58 Recessed HSW/F2 The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating: 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: ½" NPT (R1/2) K-Factor: 3.0 (Actual) - Fl Res 30 Pendent Sprinkler 4.9 (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (Actual) - Fl Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - Fl Res 76 Pendent Sprinkler 4.4 (Actual) - Fl Res 44 HSW Spnkler 4.0 (Actual) - Fl Res 40 HSW Spnkler Density: Minimum 0.05 gpm/ft2 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 Bulletin 135 Rev.G ____ CO ® Model Fl Residential Sprinklers for - I,a Designe Density of .05 gpm/ft2 () (71 CD 0 Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm1ft2 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/F1 Fl Res 76 Recessed Pendent/FP Fl Res 30 CCP Pendent Fl Res 49 CCP Pendent Fl Res 58 CCP Pendent Fl Res 76 CCP Pendent Fl Res 44 HSW Fl Res 44 Recessed HSW/F2 Fl Res 58 HSW Fl Res 58 HSW Recessed HSW/F2 F1 Res 44SWC Fl Res 40 HSW Fl Res 40 Recessed HSW/F2 Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) I 2. NYC MEA 258-93-E Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers Product Description Model Fl Res Pendent sprinklers (Figs. 1, 2,3, &4) are fast response sprinklers combining excellent durability high sensitivity glass-bulb and low profile decorative design. The Fl 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. The Reliable Automatic Sprinkler Co., Inc., 2 I/4 Z OL _____•_ .- ts,.2_ (4&tnm,J II I N AM cam Lm 80DOW am #vnm 10 cw r 1z7 I±L t ARWTMW vrj L35F2 F5.v'Li 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, CCP & 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 1 escutcheon, 3/411 (19mm) adjustmer Fig. 1 Fig. 2 Escutcheon*, Fl or F2, Data: Type Adjustment "A" Face of fitting to ceiling Inch (mm) Inch (mm) th (mm) Fl 3/4(19.0) Min.= %" (19.1) Max.=1%" (38.1) Y. - 15/6 (4.7-24.0) F2 X (12.7) Min.= 15/6 (23.8) Max. =1Y" (38. 1) /6 - % (4.7- 17.4) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49, 58 & 76 Recessed Pendent 2. Technical Data: Fl Res 30 Pendent and Recessed Pendent Nominal Sprinkler Max Max; Actual Sprinkler Thread Orifice Temp. An K Length Size Inch Rating psi Temp. Factor Inch OF I oc °F I (mm) (bar) (mm) /2(R,) 11 NPT 2164' (8.2) 155 175 I I 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 m (L gppm) psi (bar) Identification ft (m) Number (SIN) 12 x 12 (3.6x3.6) 8(30.3) 7.0 (0.48) R3511 11(0.76) 14 x 14 (4.3x4.3) 10(37.8) Technical Data: Fl Res 49 Pendent and Recessed Pendent Nominal Sprinkler MwL Max. Actual r SLength Thread Orifice Temp. Pressure Ambient K She Inch Rating psi Temp. i:acto. Inch °F I °c °F IOc (mm) (bar) Y 2R 'IjI (11) 155 1751 68 175(12) 100 1501 38 66 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) 16 x 16 (4.9x4.9) 13(49) 7.0(0.48) 18 x 18 (5.5x5.5) 17(64.3) 12.0(0.83) 20 x 20(6.1x6.1) 20 (75.7) *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft (m) _ Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 15 (57) 9.4 (0.65) R3516 20.2(l.4) 14 x 14 (4.3x4.3) 16(60.5) 10.6(0.73) 16 x 16 (4.9x4.9) 17(64.3) 12.0(0.83) 18 x 18 (5.5x5.5) 19 (72) 15.0 (1.0) 20 x 20(6. 1x6. 1) 22(83.2) *Note: The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per 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 MaL Max Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor Inch OF I ° OF I _______ (mm) (bar) (mm) ½" NPT (R½) 4' (13) 155 175 68 I 79 175 (12) 100 150 38 I 66 1 5.8 2.25 (57) Max. Sprinkler Spacing ft (m) Row gpm (Lpm) Pressure psi (bar) Ceiling -to- Deftector Inch (mm) Sprinkler Identification Number (SIN) 12x 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) 16 x 16 (4.9x4.9) 16(61) 7.6(0.53) 18 x 18 (5.5x5.5) 19 (72) 10.8 (0.75) 20 x 20 (6.1x6.1) 22(83.3) 14.4(1.0) 3. Technical Data: Fl Res 76 Pendent and Recessed Pendent Norninal Slliftr Max Max S*Jder Thread Orifice Temp Pessue AL1 K Length Size Inch Fkiq psi Ten Facr kth °F I °c (mm) (bar) (mm) 3/4" NPT (R%) 1%2' (13.5) 155 1751 68 79 _______ 175(12) 100 150 I 38 I 66 T6 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) 18 x 18 (5.54.5) 21 7.6 (0.53) 20 x 20 (6. 1 x6. 1) 23 Model Fl Res 30,49,58 & 76 ienaent Model Fl Res 30,49,58 & 76 Recessed Pendent I FP FP push-on/thread-off escutcheon 2 5/8" (66.7mm] 0/A. 2 5/76" DLA. - HOLE IN CEILING [58.7mm] CUP I 7'xl/2" REDUCER CUP CEILING 7 7/4" [37.5mm] 1 11A -. MAX. PACE OP FliT/NC TO PACE OP CEILING F--.—.. DIMENSION A ____ COVER ADJUSTMENT i "8" L 3 5/16" 0/A. 135FG040 [84.1mm] Fl RES 30, 49. 58 & 76 CCP PEND. Fig.3 NOTE: The Fl Res 76 will use a 1" x 3/4" reducer. r2 2 5/I6 t Cw fimxcm cwNc :. , 4lDFUENSION 'A FP ADAWMW Fig. 4 4. Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent I FP Nominal Sp.iilder CCP Max MOX_ __ __ Thread Orifice Taix Tetyi Pressure AL,i K Length Size Inch ii,g Flailing psi Ga) Ten Faor Inch (mm) ( °F ° C T IOC NPT 2j/°(82) 155168 I 1351 I 57 175 (12) 1001 I 38 3.0 (R½) Max. Sprinkler I I Flow I Pressure Sprinkler Spacing ft (m) gpm (Lpm) I psi (bar) Identification Number (SIN) 12 x 12 (3.6x3.6) I 8(30.3) I 7.0 (0.48) R3511 I_13.4_(0.92) 14 x_14 (4.3x4.3)_I_11(41.6) Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP Nominal Spñlde cc Max. Spñlde Thread Orifice Ten!1 Ti Anti1 K Length Size Inch Ffrrg ps Temp. Farcr Inch (mm) ,I°c NPT X6 (11) T15568 ¶1CC ½" 1351 49 (R1/2) I 57 175(12) iool 38 I 2.25 I I Max. Sprinkler Spacing ft (m) How gpm (Lpm) ________ Pressure psi (bar) ________ Sprinkler Identification Nibei (SIN) ____ 12 x 12 (3.6x3.6) 13 (49) 7.0 (0.48) R3516 1 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) 1 18(68.1) 1 13.5(0.93) 20x20(6.1x6.1) 1 20(75.7) 1 16.7(1.14) CCP Options Data: Cover Adjustment CCP Height Inch (mm) Inch (mm) )4(12.7) 15/(24) 'X6(7.9) /4 (19) FP Data "A": FP Position Inch (mm) Max. Recessed X6(11) Mm. Recessed 15/ (24) 1 Note: Sprinklers shown in Hg. 3 and Hg. 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 PendentlFP No minal rfrder cc Max Max. __ Thread Size Orifice Tenç Assently Aessue Mtkd K Length Inch ROM PAUM Ten psi Teni Far Inch (mm) (bar) () °F I 'C 'F I'c 2) 1 1/2" NPT (gy (13) 15568 1351 57 175(12) 10038 5 2.25(57) Max. Sprinkler Spacing ft (m) How gpm (Lpm) Pressure psi (bar) Sprinkler Identification Nunter (SIN) ____ 12x12(3.6x3.6) 16(61) 7.6(0.53) R3513 1. 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)1 19(72) 1 10.8 (0.75) 20x20(6.1x6.1) 1 22(83.3) Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP Nominal spnlder CCP Max. Max. Thread Size Orifice Inch Ten!i R*rg Assenty Tenhi _plalirm _____ Pvessue psi Antierl Teihi _____ K Far Wder Length hch(nin) (mm) (bar) 'F I c °F 'C 3/4" NPT (R3/4) l%2 (13.5) 155 175 68 79 _____ 175(12) 100138 150166 76 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 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(0-5 8) 20 x 20 (6.1x6.1) 25 10.8(0.74) 5. Escutcheon, F2, Data: Type I Adjustment Face of Fitting I to wall I Inch (mm) Inch (mm) I F2 I X(13) X6-1Y1,(47-174)I Model Fl Res 44 & 58 HSW Model Fl Res 44&58 Recessed HSW/F2 F2 escutcheon, )" (13 adjustment Technical Data: Fl Res 44 HSW & HSW/F2 Nomin IiIder Max Iy nder Ttnad Orifice TØYi Pssue Mt11 K Length She Inch FIIg psi TOMFacr Inch ¶ icC TI cc (mm) (bar) (mm) W'NPT 3/0 (10) 155 1751 ___ I 68 79 175(12) 100 1501 38 66 4.4 2.45 (62) MaSpnnlder ft awy Ceiling Inch (mm) Spiinkter Temp. Rating OF (°C) IdentificationpDeflector Row gpm (1-131111) Pressure psi QW) Sprinkler Number (SI 12 x 12 (3.6x3.6) 4-6 (101-152) 155(68) 175(79) 12(45.4) 7.5(0.52) R3531 127.4(1.89) 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) 18x 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) 14 x 14 (4.3x4.3) 155(68) 175(79) 16(60.6) 13.3(0.92) 16 x 16 (4.9x4.9) 155(68) 175 (79) 17(64.4) 15.0 (1 .04) 16 x 18 (4.9x5.5) 155(68) 175 (79) 20 (75.7) 20.7 16 x 20(4.9x6.1) 155(68) 175(79) 23(87.1) Escutcheon. F2. Data: T Adjustment I Face of Fitting I I towall I Inch (mm) Inch (mm) I F2 (13) I3X6-%(4.7-17.4)I Technical Data: Fl Res 58 HSW & HSWIF2 Nominal *Wder Max. Max. SpñiId meri Orifice Teni Psssue Aii1 K Lengiji Size Inch R pa Tenp.Pactor Inch OF I cc OF I cc (mm) (bar) (mm) Y2"(13) 1551 1751 68 79 175(12) 100 150 I 38 I 66 5.8 2.45 (62) Max. Sprinkler Spacing ft (m) Awl ceiling Deflector Inch (mm) Sprin R kl li er Temp. Rating F ) ° (°C Flow gpm (1pm) 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) 12x 12(3.6x3.6) 6-12 (152-305) 155(68) 175(79) 22(83.3) 14.4(l.0) 28.6(l.97) 14 x 14(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) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 31(117.4) Model Fl Res 44 SWC Recommended I I WolIMob 25/76 2 5/8" (5&74mm1 __.. 3 5/7 • (66.68mm) 010 Dft . (84.umm) ah WN COLLAR TIGHT AGAINST SPRINKLER I - I 21/32" WRENCH 8O55 (42.07mm) UNW?_ø. .._ 1/2"[12.7omm] Adjustment Fl RES 44 SWC 4 to 72" (I01.60mn, To ___________ l 7/4" (31.75mm) Mozimum -. - 304.80mm) Pace Of Rtd. Wall Dtmenson PUSH ON COlRl7 -.E.To / IVAN TO ADJUST UNTIL J now AGAINST WALL. I" X 7/2" Reducer Fig. 5 Technical Data: Fl Res 44 SWC Thesd Nominal Orifice ri1der CouerTeni Terrill K Nhx Max. SIAAW Langlh She Inch _____ ____ psi Factr Inch CF I cc OF I CF _____ cc (mm) (bar) (mm) ½"NPT (R1/2) /8 "(10) 155 68 135 57 175(12) 100 38 4.4 2.45(62) MaL Sprinkler Spacing ft (m) Ceiling -to- Deflector Inch (mm) R Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 13(49.2) 8.7(0.60) R3531 20.7(l. ) 14x 14(4.3x4.3) 14 (53.0) 10.2 (0.71) 16x 16 (4.9x4.9) 17(64.3) 15.0(1.1) 16x 18(4.9x5.5) 19 (71.8) 18.7(l.13) 16 x 20 (4.9x6.1) 23(87.1) 27.4(l.89) 12 x 12 (3.6x3.6) 6-12 (152305) 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) 16 x 18 (4.9x5.5) 20(75.6) 2. Model Fl Res 40 Recessed HSW/F2 Escutcheon. F2. Data: Type Adjustment I Face of Fitting I to wall I Inch (mm) Inch (mm) I F2 %(13) l/6-%(4.7 -17.4) F2 escutcheon, " (13m adjustment WALL DIMENSION (31.8mm) I FACE OF F7T?NG TO I 1/4 MIN. 2 1/4 HOLE 014. I/8 CEILING TO [57.2--](3.2mm) DEFLECTOR 1 X I/2 DIMENSION REDUCER -p 2 27/32 ON (72.2mm) 135FG05 TURN COLLAR UNTIL - TIGHT AGAINST SPRINKLER WRENCH BOSS. 9 L.... 7/2 (73mm) ADJUSTMENT Fl RES 58. 44 & 40 HSW/F2 Fig. 6 Fig. 7 Technical Data: Fl Res 40 HSW & HSW/F2 Nominal iIder Nlax _ lhsad Orifice Teni Plesmre Ambient K Lngih She Inch Fiig psi Tom Faor Inch OF I cc OF I cc (mm) (bar) (mm) '/2"NPT /°(10) 155 175 68 I 79 175(12) 100 150 38 I 66 4.0 2.45 (62) Max. Sprinkler "A" ceiling -to- Sprinkler Temp. Flow Pressure Sprinkler Spacing Deflector Rating gpm psi 0 Identification ft (m) Inch (mm) OF (°C) (Lpm) Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155(68) 175 (79) 13(49.0) 10.6(0.73) 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) 16 x 18(4.9x5.5) 155(68) 175 (79) 20 (75.7) 25.0 (1.72) R3538 25.0(1.72) 18 x 18 (5.5x5.5) 155(68) 1 175(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) 14 x 14(4.3x4.3) 155(68) 175 (79) 17 (64.3) 18.1 (1.24) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 20(75.7) Finishes" Standard Finishes Sprinkler Fl, F2, FP Escutcheons Cover Plates Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White Polyester White Painted Coated I Special Application Finishes Sprinkler Fl, F2, Escutcheons Cover Plates Bright Brass Bright Brass Bright Brass Black Plated Black Plated Black Plated Black Paint Black Paint Black Paint Off White Off White Off White Satin Chrome Satin Chrome Satin Chrome 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 gpm/ft2 over the listed coverage area Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be l"to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (79°C)]. 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 engineered to provide a minimum design density of 0.05 gpm/ff over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. 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 1/2" 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 Pendent/F1] [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 ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 m glass bulb containing no plastic parts, and having a temperature rating of 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 engineere1 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 horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 40, SIN R3538 (Bulletin 135). Model Fl Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 40 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 40/F2, SIN R3538 (Bulletin 135). Model Fl Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-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 4.4 (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 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 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 manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (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 Fl 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 engineered to provide a minimum design density of 0.05 gpm/e over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. 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)] [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 172)] [with 3%" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendent/Fl] [Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model Fl Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gprn/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 76 CCP, SIN R7618 (Bulletin 135). The equipment presented in this bulletin is lobe 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 (800) 848-6051 Sales Fax '41 Paper (914) 829-2042 corporate Offices Revision lines indicate updated or new data. www.reliabtesprinkler.com Internet Address EG. Printed in U.S.A. 06/08 P/N 9999970235 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 510 CPVC - STEEL - COPPER HANGER SIZE - 3/4" thru 3" pipe. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTING/APPROVAL - ,®an 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"x1112" 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. *C4 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 banger 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 Side View - For Drawings Below Hanger - Wood Stud Hanger - Metal Stud P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 511 SIDE MOUNT CPVC - COPPER HANGER SIZE - 3/4" thni 2" pipe. MATERIAL - Carbon Steel. FINISH - Mil. 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. 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 she 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: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre-drill. 3/4" - 2" Copper pipe - #905 screw - no pre-drill. 3/4" - 2" Steel pipe - 1/4"x1 1/2" lag screw - no pre-drill. FEATURES * Offset edge eliminates abrasion. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCONwill 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 Iota 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 OFFSET CPVC HANGER SIZE - 3/4" thru 3"pipe. - MATERIAL - Carbon Steel. FINISH - Mu. Galvanized.. LISTING/APPROVAL - 203 - EX 4231, EX 2551 e PATENT - No. 6,648,278. FUNCTION - 314"-2" Hanger/restrainer for horizontal CPVC, Copper or Steel pipe. Listed hanger/restrainer in all 3 mounting positions, i.e. vertical surface and both top and bottom of horizontal surface. Provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Size 2 'h" Hanger for horizontal CPVC pipe. Listed hanger in all 3 mounting positions. i.e. vertical surface and both top and bottom of horizontal surface. Size 3" Hanger for horizontal CPVC pipe in two mounting positions, side and bottom. i.e. vertical surface and bottom of horizontal surface. Stabilizes vertical piping by providing horizontal restraint. INSTALLATION - Per NFPA 13,13R and 13D. Space by pipe type. Install on wood, concrete or steel - See Drawings. Snap over pipe then squeeze strap back allowing pipe to slide freely. Listed When #905 threads are exposed in wood, install #906 backing nut. 3/4' SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 WOOD - 3/4" - 3" CPVC pipe - #905 screw- no pre-drill. 3/4" - 2" Copper pipe - #905 screw- no pre-drill. 3/4" - 2" Steel pipe - 1/4"x1 1/2" lag screw - no pre-drill. Thru 5/8" gypsum board - 1/4" x 2" lag screw. STEEL- mm. 18 GA. - 3/4" -3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Steel pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fastener = 5(wt)+2501bs. 2 FEATURES * 1 1/2" Offset - loose fit allows pipe to slide. * 3/4" and 1" pipe size made with common center-line. * Patented design for superior strength. * Offset edge eliminates abrasion. * AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. AFCON #906 backing nut sold separately. Specific AFCON products are exclusively designed to be compatible ONLY with other 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. 6/08 '1W Part NUmber I Box Qty. 06-5tin"Ne V5011-020 2 2-1/2" V5011-025 1 V5011-030 1 Tee 4% Reducing Tee Pipe Manufactured for Viking SupplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.) '1W 3/4" Part NUmber 34P1PE Bag Qty. 240 It 1 1PIPE 150 ft 1-1/4" 114PIPE 105 ft 1-112" 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 Size 3/4"x3/4"xl" lIfl1UT V5011 R-102 Box Qty 10 1"x3/4"x3/4" V5011 R-125 100 1"x3/4x1" V5011 R-126 10 1"x1"x3/4" V5011 R-131 100 1-1/4"x1"x3/4" V5011 R-157 5 1-1/4"xl"xl" V5011 R-158 25 1-1/4"xl"xl-1/4" V5011 R-159 5 1-1/4"x1-1/4"x3/4" V5011 R-167 25 1-1/4"xl-114"xl" V5011 R-168 25 1-1/4"xl-1/4"xl-1/2" V5011 R-169 5 1-112"x1-1/4"x3/4" V5011 R-201 5 1-1/2"x1-1/4"xl" V5011 R-202 5 1-1/2"xl-1/2"x314" V5011 R-210 25 1-1/2"x1-1/2"x1" V5011 R-211 25 '1W R?Te'iii) Part NUmber I Box Qty. 1-1/2x1-1/2"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"x1-114" V5011 R-250 2 2"x2"xl-1/2" V5011 R-251 2 2-1/2x2-112"xl" 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-112" V5011 R-337 1 3x3"x2" V5011 R-338 1 3"x3"x2-1/2" V5011 R-339 1 wwwvikinggroupinc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. Standard Fittings continued from Page 1 90° Elbow Size 3/4" ThIittT V5007-007 Box Qty. 250 V5007-010 100 1-1/4" V5007-012 25 1-112" V5007-015 25 V5007-020 10 Size Part NUmber I 9OEIb'6iiël) Box Qty. 2-1/2" V5007-025 1 V5007-030 1 1" x 3/4" V500711-131 100 450 Elbow Size Pail NumberBox Qty. 3/4" V5006-007 250 1" V5006-010 100 1-1/4" V5006-012 5 1-1/2" V5006-015 5 'IN' Part Number I Box Qty. 45,lbiiIiiiTh1) V5006-020 2 2-1/2" V5006-025 1 V5006-030 1 Cross 84 Size 3/4" ImuT V5035-007 .e.n'j 10 1" V5035-010 100 1-1/4" V5035-012 5 1-1/2" V5035-015 6 2" V5035-020 4 Size I •rt NUmber Iz,.iJJ € continueal 2-1/2" V5035-025 4 3" V5035-030 1 1 "xl "x3/4"x3/4" V503511-131 10 Tg1ImuT Box Qty. Coupling Size 3/4" V5001-007 250 1" V5001-010 100 1-1/4" V5001-012 25 1-1/2" V5001-015 25 IN' IBox i11 Reducing Coupling y. 1"x314" V5001 R-131 10 1-1/4" x 1" V5001 R-168 5 I • ] 1-112"x3/4" V5001 R-210 5 1-1/2"xl" V5001 R-211 5 IN' I Part Number I Box Qty. ouglingl(continu 2" V5001-020 10 2-1/2" V5001-025 1 3" V5001-030 1 Size Part NUrriber I Box Qty. I 1-1/2'x 1-1/4" ' V5001 R-212 ' 5 2"x I" V5001 R-249 2 2" x 1-1/2" V5001 R-251 2 Bushing I.] 'iN' 1"x3/4" Part Writer V5018-131 I!Xi111 100 1-114" 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 'IN' Part NUmber I Box Qty. x 1-1/4" V5018-250 2 2 x 1-112" V5018-251 2 2-1/2"x 1-114" V5018-290 1 2-1/2'x 1-1/2" V5018-291 2-112" x 2" V5018-292 1 3" x 2" V5018-338 1 x 2-1/2" V5018-339 'IN' Part Number I Box Qty. V5017-020 2 2-1/2" V5017-025 1 V5017-030 1 www.vikinggroupinc.com Sprinkler Head Adapters BRASTIC'TM Sprinkler Size Pail ry Box Qty. Head Adapter 3/4" x 112" V5003SBT-101 100 1"x1/2" V5003SBT-130 50 Brass starter thread molded into plastic, virtually eliminating cross-threading. Female Sprinkler Head 'IM' Part fl r Box Qty. Adapter with Metal Thread Insert 3/4" X 1/2" V5003SBI-101 100 1" x 1/2" V5003SBI-130 50 1"x314" V5003SBI-131 10 Spigot Female Sprinkler i," Part Nuniber Box Qty. Head Adapter with Metal Thread Insert 3/4" x 1/2" V50032SB1-101 100 1" x 1/2" V500325B1-130 1 50 Metal Thread Insert Sprinkler Head 90 with Size 3/4" x 1/2" Pail NUmber V500735B1-101 Box Qty. 100 1" x 1/2" V500735B1-130 50 1" x 3/4" V500735B1-131 10 1-1/4" x 1/2" V50073SB1-166 5 Sprinkler Head Tee with Metal Thread Insert 1r4' 1"xl"xl" IPail IBWTB1IT V5012SBI-010 I Box Qty. 50 3/4"0/4"xl/2" V50125B1-101 10 1"xl"xl/2" V50125B1-130 50 1-1/4"x1-114"x112" V50125B1-166 5 1-1/2"x1-112"x1/2" V5012SB1-209 5 2"x2"x1/2" V50125B1-247 2 I 1"x3/4"xl/2" I V5012R5B1-124 • 10 1-114"xl"xl/2" V5012RSBl-156 5 1-1/2"x1-114"x112" V5012RSB1-199 5 2"xl-1/2"x112" V5012RSBl-237 2 1 "x112"xl " V5014RSBl122* 10 Socket x Fl Pr x Socket Sprinkler Head Back to _______ M _ I' •t NUniber Box Qty. Back Cross with Metal Thread Insert 1x1l"x1/2'x1/2" 1-1/8" V503535B1S-130 1 0 1x1"x112"x1/2" 1-15/16" V503535B1L-130 1 Back to Back Tee with 'IN' I Part NUmber Box Qty. Metal Threads Insert 112"x112"x1l" 1-1/8" V5011335B1S-075 48 1/2"x1/2"x1" 1-15/16" V501133SB1L-075 48 'IN' Part NUmber I Box Qty. Test Plug 1/2" V450005 50 www.vikinggroupinc.com Size Part Number I Box Qty. SjUi[i) V5033E-020 1 2-112" V5033E-025 1 V5033E-030 1 Standard Union fo 1W Part NUmber Box Qty. 3/4" V5003B1-007 10 1" V5003B1-010 50 1-1/4" V5003B1-012 5 Transition Fittings Female Adapter with Metal Thread Insert 1W Part Number Box Qty, I 1-1/2" V5003B1-015 5 2" V5003131-020 2 Spigot Female Adapter Size ;EIrIIuT_ ItêXS11I with Metal Thread Insert 3/4" V50032131-007 10 1" V50032B1-010 10 Male Adapter with Metal Thread Insert 1W Part Number I Box Qty. 314" V5004BI-007 10 1" V5004B1-010 10 1-1/4" V5004B1-012 5 1W NUmber Box Qty. (ffhijij(Z tinue 1-1/2" V5004B1-015 5 2" V5004B1-020 2 Grooved Coupling Size •II!tTh1 ITh11 Adapter 1-1/4" V5001 G-012 30 . 1-1/2" V5001 G-015 25 2-1/2" V5001G-025 10 2" V5001 G-020 15 3" V5001 G-030 8 Accessories Solvent Cement Size Part NUmber I Box Qty Quart V5097QF12 Pint V5097P Roller Size Part NUmber Box Qty N/A V5097 Dauber Size _Box Qty _____ Small V5093-1 100 Large V5093-L 100 Size Part Number Box Qty 777 M~~M Refer to manufacturers DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. c®us ? @ www,vikinggroupinc.com September 2010 0 (tag No.162 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: 12 Pacific SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 1835 Buena Vista Way CITY: Carlsbad PHONE: ( 951 ) 667-4220 x348 FAX NUMBER: Largest Building (ft.2): 3,809 Sprinkled? YES Construction Type: new SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Loker Ave E east of El Fuerte Street TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 75 PSI Hydrant Number (if applicable):new Elevation of test: 157 Feet Main Size: 10 INCH Pressure Zone: 330 Feet Date/Time of Test: Pitot Tube Reading: - PSI Corresponding Flow: GPM Total Flow: 3,050 GPM Residual Pressure 43 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi of 4,585 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 3,050 gpm. There was no specific requestforfireflowfrom 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:jJe:n'fer.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signat Title/O Manager Date: 08/17/2018 '.\ 52 1835 Buena Vista Way - Fire Flow Analysis