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Home My WebLink About3062 VILLETA AVE; ; FPR2017-0258; PermitPERMIT REPORT (city of Carlsbad Print Date: 01/26/2022 Job Address: 3062 VILLETA AVE. CARLSBAD, CA Permit Type: FIRE-Construction Residential Work Class: Parcel #: Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPR2017-0258 Status: Closed - Finaled Single Family Fire Sprinki Applied: 06/22/2017 Issued: 08/22/2017 DEV2016-0060 Finaled Close Out: 01/26/2022 Inspector: Final Inspection: Project Title: CYPRESS AT THE PRESERVE Description: CYPRESS AT THE PRESERVE / MODEL / PLAN 2 /LOT 16- SPRINKLER FPContractor: NP MECHANICAL INC P0 BOX 309 CORONA, CA 92878-0309 (951) 667-4220 FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $121.00 FIRE NFPA 13D Single Family System (Plan Review) $239.00 Total Fees: $360.00 Total Payments To Date: $360.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov f12,o 1- 025' MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : CYPRESS AT THE PRESERVE Building : PLAN 2 Location : CALC AREA 1 System : 1 Contract Data File : PLAN2 CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page CYPRESS ATTHE PRESERVE Date 5/25/17 HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Date - 5/25/17 Location - CALC AREA 1 Building - PLAN 2 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9T_0T 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 - 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 26.069 Psi Required 44.659 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 - 9 Psi Elev. E Static (Psi) - 94 Elev. R Residual (Psi) - 66 Other Well Flow (Gpm) - 3750 Proof Flow Gpm S Elevation - 114 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 CYPRESS AT THE PRESERVE Date 5/25/17 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 12.127 C2 - Residual Pressure: 59.4 D2 - System Flow : 26.069 C2 - Residual Flow : 3750 D2 - System Pressure : 73.505 Hose ( Demand) : 5 D3 - System Demand : 31.069 Safety Margin : 11.092 150 140 130 P 120 R 11 E 100 590 S 80 - ___ _____ _______ u 70 - - C2 R 60 E5° 40 30 20 10 --Dl— U 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 CYPRESS ATTHE PRESERVE Date 5/25/17 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 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* 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 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 10 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 C Factors 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 Row Summary - STANDARD NP Mechanical Page 4 CYPRESS AT THE PRESERVE Date 5/25/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea Hi 9.0 4.9 7.04 na 13.0 H2 9.0 4.9 7.11 na 13.07 H3 19.0 15.05 na H4 19.0 16.17 na H5 19.0 17.23 na Dl 10.0 7.36 na D2 10.0 7.44 na 10.0 8.78 na 2 20.0 10.26 na 3 20.0 12.48 na 4 20.0 13.49 na D3 20.0 14.62 na 5 20.0 14.62 na 6 20.0 18.33 na 7 20.0 18.73 na 12 20.0 22.01 na D5 20.0 16.8 na 8 20.0 16.8 na D4 20.0 15.74 na 9 20.0 15.74 na 10 20.0 14.25 na 11 20.0 13.12 na 13 10.0 32.15 na 14 10.0 33.46 na TR 10.0 35.24 na BR 2.0 44.66 na 5.0 X 2.0 45.73 na EL -3.0 48.32 na Mi -3.0 53.84 na M2 -3.0 58.05 na CM -3.0 66.57 na 100 -3.0 66.57 na 101 -3.0 66.57 na 102 -3.0 66.57 na 103 -3.0 66.57 na 104 -3.0 66.57 na FT -19.0 73.5 na 0.05 256 7.039 0.05 256 7.0 The maximum velocity is 13.94 and it occurs in the pipe between nodes 1 and 2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 Dl 13.0 0.0944 0.0 8.000 0.755 Vet = 6.95 0.0 13.00 7.361 K Factor = 4.79 H2 13.07 0.874 N 7.0 1.000 7.113 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D2 13.07 0.0954 0.0 8.000 0.763 Vet = 6.99 0.0 13.07 7.443 K Factor = 4.79 H3 0.0 0.874 N 7.0 1.000 15.049 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 14.616 K Factor =0 H4 0.0 0.874 N 7.0 1.000 16.174 to 150.0 0.0 7.000 -0.433 D4 0.0 -0.0001 0.0 8.000 -0.001 Vet = 0 0.0 0.0 15.740 K Factor =0 H5 0.0 0.874 N 7.0 1.000 17.229 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 16.796 K Factor = 0 Di 13.00 0.874 N 7.0 5.000 7.361 to 150.0 0 3.0 10.000 0.0 1 13.0 0.0944 0.0 15.000 1.416 Vet = 6.95 0.0 13.00 8.777 K Factor = 4.39 D2 13.07 0.874 N 7.0 6.000 7.443 to 150.0 R 1.0 8.000 0.0 1 13.07 0.0953 0.0 14.000 1.334 Vel= 6.99 1 13.00 0.874 N 7.0 10.000 8.777 to 150.0 0.0 7.000 -4.331 2 26.07 0.3420 0.0 17.000 5.814 Vet = 13.94 2 0.0 0.874 0 3.0 3.500 10.260 to 150.0 0.0 3.000 0.0 3 26.07 0.3422 0.0 6.500 2.224 Vet = 13.94 3 -13.94 0.874 N 7.0 5.167 12.484 to 150.0 0.0 7.000 0.0 4 12.13 0.0830 0.0 12.167 1.010 Vet = 6.49 4 0.0 0.874 3R 3.0 10.500 13.494 to 150.0 0.0 3.000 0.0 5 12.13 0.0831 0.0 13.500 1.122 Vel = 6.49 0.0 12.13 14.616 K Factor = 3.17 D3 0.0 0.874 0 3.0 6.750 14.616 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 9.750 0.0 Vet = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Fe Pv Notes Point Ot Pf/Ft Eqv. Ln. Total Pf Pn 5 12.13 0.874 4R 4.0 26.667 14.616 to 150.0 2N 14.0 18.000 0.0 6 12.13 0.0831 0.0 44.667 3.711 Vel= 6.49 6 0.0 0.874 0 3.0 1.833 18.327 to 150.0 0.0 3.000 0.0 7 12.13 0.0832 0.0 4.833 0.402 Vel = 6.49 7 13.94 0.874 N 7.0 2.583 18.729 to 150.0 0.0 7.000 0.0 12 26.07 0.3420 0.0 9.583 3.277 Vel = 13.94 12 0.0 0.874 N 7.0 10.000 22.006 to 150.0 0.0 7.000 4.331 13 26.07 0.3420 0.0 17.000 5.814 Vel = 13.94 0.0 26.07 32.151 K Factor = 4.60 7 -13.94 0.874 R 1.0 14.000 18.729 to 150.0 0 3.0 4.000 0.0 8 -13.94 -0.1074 0.0 18.000 -1.933 Vel = 7.45 0.0 -13.94 16.796 K Factor = -3.40 D5 0.0 0.874 N 7.0 7.667 16.796 to 150.0 R 1.0 8.000 0.0 8 0.0 0.0 0.0 15.667 0.0 Vet = 0 8 -13.94 0.874 R 1.0 8.833 16.796 to 150.0 0.0 1.000 0.0 9 -13.94 -0.1074 0.0 9.833 -1.056 Vel = 7.45 0.0 -13.94 15.740 K Factor = -3.51 D4 0.0 0.874 0 3.0 1.500 15.740 to 150.0 0.0 3.000 0.0 9 0.0 0.0 0.0 4.500 0.0 Vel = 0 9 -13.94 0.874 N 7.0 6.917 15.740 to 150.0 0.0 7.000 0.0 10 -13.94 -0.1074 0.0 13.917 -1.494 Vel = 7.45 10 0.0 0.874 N 7.0 3.500 14.246 to 150.0 0.0 7.000 0.0 11 -13.94 -0.1073 0.0 10.500 -1.127 Vel = 7.45 11 0.0 0.874 2R 2.0 3.917 13.119 to 150.0 0.0 2.000 0.0 3 -13.94 -0.1073 0.0 5.917 -0.635 Vel = 7.45 0.0 -13.94 12.484 K Factor = -3.95 13 26.07 1.101 N 7.0 4.750 32.151 to 150.0 0.0 7.000 0.0 14 26.07 0.1111 0.0 11.750 1.306 Vel= 8.79 14 0.0 1.101 R 1.0 8.083 33.457 to 150.0 N 7.0 8.000 0.0 TR 26.07 0.1110 0.0 16.083 1.786 Vel= 8.79 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 26.07 35.243 K Factor = 4.39 TR 26.07 1.101 2R 2.0 8.000 35.243 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.07 0.1111 Fsp 0.0 26.562 2.951 Vel = 8.79 N 7.0 BR 5.00 1.101 0 5.0 2.000 44.659 Qa=5 to 150.0 0.0 5.000 0.0 X 31.07 0.1537 0.0 7.000 1.076 Vel= 10.47 X 0.0 1.244 0.0 5.000 45.735 to 150.0 0.0 0.0 2.166 EL 31.07 0.0846 0.0 5.000 0.423 Vel = 8.20 EL 0.0 1.244 0.0 65.000 48.324 to 150.0 0.0 0.0 0.0 Ml 31.07 0.0848 0.0 65.000 5.512 Vel = 8.20 Ml 0.0 1.025 0.0 1.000 53.836 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.07 0.2180 0.0 1.000 0.218 Vel= 12.08 M2 0.0 0.995 T 5.841 28.000 58.054 to 150.0 0.0 5.841 0.0 CM 31.07 0.2516 0.0 33.841 8.516 Vel= 12.82 CM -14.03 7.98 3F 40.774 324.000 66.570 to 150.0 T 52.855 93.629 0.0 100 17.04 0.0 0.0 417.629 0.001 Vel = 0.11 100 0.87 7.98 T 52.855 295.000 66.571 to 150.0 0.0 52.855 0.0 101 17.91 0.0 0.0 347.855 0.001 Vel = 0.11 0.0 17.91 66.572 K Factor = 2.20 100 -0.87 7.98 2T 105.71 381.000 66.571 to 150.0 0.0 105.710 -1.299 105 -0.87 0.0 0.0 486.710 0.0 Vel = 0.01 0.0 -0.87 65.272 K Factor = -0.1 1 101 17.91 11.65 F 17.441 175.000 66.572 to 150.0 T 80.498 97.939 0.0 102 17.91 0.0 0.0 272.939 0.0 Vel = 0.05 102 -31.07 11.65 F 17.441 532.000 66.572 to 150.0 1 80.498 97.939 0.0 103 -13.16 0.0 0.0 629.939 0.0 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 66.572 to 150.0 0.0 52.855 0.0 104 -13.16 0.0 0.0 594.855 -0.001 Vel = 0.08 104 14.03 11.65 T 80.498 207.000 66.571 to 150.0 0.0 80.498 -1.299 105 0.87 0.0 0.0 287.498 0.0 Vel = 0 0.0 0.87 65.272 K Factor = 0.11 104 -14.03 7.98 T 52.855 542.000 66.571 to 150.0 0.0 52.855 0.0 CM -14.03 0.0 0.0 594.855 -0.001 Vel = 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical CYPRESS AT THE PRESERVE Page 8 Date 5/25/17 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 -14.03 66.570 K Factor = -1.72 102 31.07 11.65 3T 241.494 1439.000 66.572 to 150.0 0.0 241.494 6.930 FT 31.07 0.0 0.0 1680.494 0.003 Vel = 0.09 0.0 31.07 73.505 K Factor = 3.62 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 : CYPRESS ATTHE PRESERVE Building : PLAN 2 Location : CALC AREA 2 System : 1 Contract Data File : PLAN2 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 CYPRESS AT THE PRESERVE Date 5/25/17 HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Date - 5/25/17 Location - CALC AREA 2 Building - PLAN 2 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9T_0T OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)l ( )2 ( )4 S )Other T )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 GPM System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 Deluge ( ) PreAction H Domestic Flow Added - 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 43.761 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) - 94 R Residual (Psi) - 66 Flow (GPM) - 3750 S Elevation - 114 P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow GPM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 CYPRESS AT THE PRESERVE Date 5/25/17 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 59.4 D2 - System Flow : 20.024 C2 - Residual Flow : 3750 D2 - System Pressure : 67.411 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 17.186 150 140 130 p120 R 11 E10° s 90 D2 80 U 70 - C2 R 60D3 E5° 40 30 20 Dl __•._ ...t I I 10 I I I ______________________________ • 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 CYPRESS ATTHE PRESERVE Date 5/25/17 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 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* 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 liih Note: Fitting Legend provides equivalent pipe lengths for fittings typos 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 CYPRESS ATTHE PRESERVE Date 5/25/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 9.0 25.88 na H2 9.0 25.88 na H3 19.0 4.9 16.7 na 20.02 0.05 400 16.7 H4 19.0 22.89 na H5 19.0 23.32 na Dl 10.0 25.45 na D2 10.0 25.45 na 10.0 25.45 na 2 20.0 21.12 na 3 20.0 21.12 na 4 20.0 20.59 na 03 20.0 17.95 na 5 20.0 19.99 na 6 20.0 23.32 na 7 20.0 23.68 na 12 20.0 25.69 na D5 20.0 22.88 na 8 20.0 22.88 na D4 20.0 22.45 na 9 20.0 22.45 na 10 20.0 21.84 na ii 20.0 21.38 na 13 10.0 33.59 na 14 10.0 34.39 na TR 10.0 35.48 na BR 2.0 43.76 na 5.0 X 2.0 44.48 na EL -3.0 46.93 na Mi -3.0 50.63 na M2 -3.0 54.77 na CM -3.0 60.48 na 100 -3.0 60.48 na 101 -3.0 60.48 na 102 -3.0 60.48 na 103 -3.0 60.48 na 104 -3.0 60.48 na FT -19.0 67.41 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 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 25.885 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 25.452 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 25.885 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 25.452 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 N 7.0 1.000 22.886 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 22.453 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 23.318 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 22.885 K Factor = 0 Dl 0.0 0.874 N 7.0 5.000 25.452 to 150.0 0 3.0 10.000 0.0 1 0.0 0.0 0.0 15.000 0.0 Vel = 0 0.0 0.0 25.452 K Factor = 0 D2 0.0 0.874 N 7.0 6.000 25.452 to 150.0 R 1.0 8.000 0.0 1 0.0 0.0 0.0 14.000 0.0 Vel = 0 1 0.0 0.874 N 7.0 10.000 25.452 to 150.0 0.0 7.000 -4.331 2 0.0 -0.0001 0.0 17.000 -0.001 Vel = 0 2 0.0 0.874 0 3.0 3.500 21.120 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 6.500 0.0 Vel = 0 3 -8.60 0.874 N 7.0 5.167 21.120 to 150.0 0.0 7.000 0.0 4 -8.6 -0.0439 0.0 12.167 -0.534 Vel = 4.60 4 0.0 0.874 3R 3.0 10.500 20.586 to 150.0 0.0 3.000 0.0 5 -8.6 -0.0439 0.0 13.500 -0.593 Vel = 4.60 0.0 -8.60 19.993 K Factor = -1.92 D3 20.02 0.874 0 3.0 6.750 17.946 to 150.0 0.0 3.000 0.0 5 20.02 0.2099 0.0 9.750 2.047 Vel = 10.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical CYPRESS ATTHE PRESERVE Page Date 6 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 -8.59 0.874 4R 4.0 26.667 19.993 to 150.0 2N 14.0 18.000 0.0 6 11.43 0.0744 0.0 44.667 3.323 Vet = 6.11 6 0.0 0.874 0 3.0 1.833 23.316 to 150.0 0.0 3.000 0.0 7 11.43 0.0743 0.0 4.833 0.359 Vel = 6.11 7 8.59 0.874 N 7.0 2.583 23.675 to 150.0 0.0 7.000 0.0 12 20.02 0.2100 0.0 9.583 2.012 Vel = 10.71 12 0.0 0.874 N 7.0 10.000 25.687 to 150.0 0.0 7.000 4.331 13 20.02 0.2099 0.0 17.000 3.569 Vel = 10.71 0.0 20.02 33.587 K Factor = 3.45 7 -8.60 0.874 R 1.0 14.000 23.675 to 150.0 0 3.0 4.000 0.0 8 -8.6 -0.0439 0.0 18.000 -0.790 Vel = 4.60 0.0 -8.60 22.885 K Factor = -1.80 D5 0.0 0.874 N 7.0 7.667 22.885 to 150.0 R 1.0 8.000 0.0 8 0.0 0.0 0.0 15.667 0.0 Vel = 0 8 -8.60 0.874 R 1.0 8.833 22.885 to 150.0 0.0 1.000 0.0 9 -8.6 -0.0439 0.0 9.833 -0.432 Vel = 4.60 0.0 -8.60 22.453 K Factor = -1.81 D4 0.0 0.874 0 3.0 1.500 22.453 to 150.0 0.0 3.000 0.0 9 0.0 0.0 0.0 4.500 0.0 Vel = 0 9 -8.60 0.874 N 7.0 6.917 22.453 to 150.0 0.0 7.000 0.0 10 -8.6 -0.0439 0.0 13.917 -0.611 Vel = 4.60 10 0.0 0.874 N 7.0 3.500 21.842 to 150.0 0.0 7.000 0.0 11 -8.6 -0.0440 0.0 10.500 -0.462 Vel = 4.60 11 0.0 0.874 2R 2.0 3.917 21.380 to 150.0 0.0 2.000 0.0 3 -8.6 -0.0439 0.0 5.917 -0.260 Vel = 4.60 0.0 -8.60 21.120 KFactor= -1.87 13 20.02 1.101 N 7.0 4.750 33.587 to 150.0 0.0 7.000 0.0 14 20.02 0.0682 0.0 11.750 0.801 VeI= 6.75 14 0.0 1.101 R 1.0 8.083 34.388 to 150.0 N 7.0 8.000 0.0 TR 20.02 0.0682 0.0 16.083 1.097 Vet = 6.75 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pt Pn 20.02 35.485 K Factor = 3.36 TR 20.02 1.101 2R 2.0 8.000 35.485 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vet = 6.75 N 7.0 BR 5.00 1.101 0 5.0 2.000 43.761 Qa=5 to 150.0 0.0 5.000 0.0 X 25.02 0.1030 0.0 7.000 0.721 Vet = 8.43 X 0.0 1.244 0.0 5.000 44.482 to 150.0 0.0 0.0 2.166 EL 25.02 0.0568 0.0 5.000 0.284 Vet = 6.60 EL 0.0 1.244 0.0 65.000 46.932 to 150.0 0.0 0.0 0.0 Ml 25.02 0.0568 0.0 65.000 3.693 Vet = 6.60 Ml 0.0 1.025 0.0 1.000 50.625 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 25.02 0.1460 0.0 1.000 0.146 Vet = 9.73 M2 0.0 0.995 T 5.841 28.000 54.771 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 33.841 5.707 Vet = 10.32 CM -11.30 7.98 3F 40.774 324.000 60.478 to 150.0 1 52.855 93.629 0.0 100 13.72 0.0 0.0 417.629 0.001 Vet = 0.09 100 0.70 7.98 T 52.855 295.000 60.479 to 150.0 0.0 52.855 0.0 101 14.42 0.0 0.0 347.855 0.001 Vet = 0.09 0.0 14.42 60.480 K Factor = 1.85 100 -0.70 7.98 21 105.71 381.000 60.479 to 150.0 0.0 105.710 -1.299 105 -0.7 0.0 0.0 486.710 0.0 Vet = 0 0.0 -0.70 59.180 K Factor = -0.09 101 14.42 11.65 F 17.441 175.000 60.480 to 150.0 T 80.498 97.939 0.0 102 14.42 0.0 0.0 272.939 0.0 Vet = 0.04 102 -25.02 11.65 F 17.441 532.000 60.480 to 150.0 T 80.498 97.939 0.0 103 -10.6 0.0 0.0 629.939 0.0 Vet = 0.03 103 0.0 7.98 1 52.855 542.000 60.480 to 150.0 0.0 52.855 0.0 104 -10.6 0.0 0.0 594.855 -0.001 Vet = 0.07 104 11.30 11.65 T 80.498 207.000 60.479 to 150.0 0.0 80.498 -1.299 105 0.7 0.0 0.0 287.498 0.0 Vet = 0 0.0 0.70 59.180 K Factor = 0.09 104 -11.30 7.98 1 52.855 542.000 60.479 to 150.0 0.0 52.855 0.0 CM -11.3 0.0 0.0 594.855 -0.001 Vet = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 8 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -11.30 60.478 K Factor = -1.45 102 25.02 11.65 3T 241.494 1439.000 60.480 to 150.0 0.0 241.494 6.930 FT 25.02 0.0 0.0 1680.494 0.001 Vel = 0.08 0.0 25.02 67.411 K Factor = 3.05 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 : CYPRESS ATTHE PRESERVE Building : PLAN 2 Location : CALC AREA 3 System : 1 Contract Data File : PLAN2 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page CYPRESS ATTHE PRESERVE Date 5/25/17 HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Location - CALC AREA 3 Building - PLAN 2 Contractor - NP MECHANICAL Calculated By - MG Construction: (X) Combustible OCCUPANCY - LIGHT HAZARD Date - 5/25/17 System No. - 1 Contract No. - Drawing No. - 1 Non-Combustible Ceiling Height 9T_0 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 - 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 26.647 Psi Required 38.847 At BR Summary C-Factor Used: Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 66 Flow (Gpm) - 3750 S Elevation - 114 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 CYPRESS ATTHE PRESERVE Date 5/25/17 City Water Supply: Demand: Cl -Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 59.4 D2 - System Flow : 26.647 C2 - Residual Flow : 3750 D2 - System Pressure : 68.239 Hose ( Demand) : 5 D3 - System Demand : 31-647 Safety Margin : 16.360 150 140 130 p120 R 11 E10° 90 C1 80 - D2 -_ U 70 - C2 R 60D3 E5° 40 30 20 Dl 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 CYPRESS ATTHE PRESERVE Date 5/25/17 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 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* 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' Flowthru 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 C Factors 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 CYPRESS ATTHE PRESERVE Date 5/25/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 9.0 14.44 na H2 9.0 14.44 na H3 19.0 11.0 na H4 19.0 4.9 7.76 na 13.65 0.05 256 7.0 H5 19.0 4.9 7.04 na 13.0 0.05 256 7.039 Dl 10.0 14.0 na D2 10.0 14.0 na 10.0 14.0 na 2 20.0 9.67 na 3 20.0 9.67 na 4 20.0 10.09 na D3 20.0 10.57 na 5 20.0 10.57 na 6 20.0 12.12 na 7 20.0 12.29 na 12 20.0 15.7 na D5 20.0 7.36 na 8 20.0 8.84 na D4 20.0 8.15 na 9 20.0 8.61 na 10 20.0 9.1 na ii 20.0 9.46 na 13 10.0 26.09 na 14 10.0 27.45 na TR 10.0 29.31 na BR 2.0 38.85 na 5.0 X 2.0 39.96 na EL -3.0 42.56 na Mi -3.0 48.27 na M2 -3.0 52.49 na CM -3.0 61.3 na 100 -3.0 61.3 na 101 -3.0 61.31 na 102 -3.0 61.31 na 103 -3.0 61.31 na 104 -3.0 61.3 na FT -19.0 68.24 na The maximum velocity is 14.25 and it occurs in the pipe between nodes 7 and 12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 14.435 to 150.0 0.0 7.000 -0.433 Dl 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 14.002 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 14.435 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 14.002 K Factor = 0 H3 0.0 0.874 N 7.0 1.000 10.998 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 10.565 K Factor =0 H4 13.65 0.874 N 7.0 1.000 7.756 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.65 0.1032 0.0 8.000 0.826 Vel = 7.30 0.0 13.65 8.149 K Factor= 4.78 H5 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D5 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 Dl 0.0 0.874 N 7.0 5.000 14.002 to 150.0 0 3.0 10.000 0.0 1 0.0 0.0 0.0 15.000 0.0 Vel = 0 0.0 0.0 14.002 K Factor = 0 D2 0.0 0.874 N 7.0 6.000 14.002 to 150.0 R 1.0 8.000 0.0 1 0.0 0.0 0.0 14.000 0.0 Vel = 0 1 0.0 0.874 N 7.0 10.000 14.002 to 150.0 0.0 7.000 -4.331 2 0.0 0.0 0.0 17.000 0.0 Vel = 0 2 0.0 0.874 0 3.0 3.500 9.671 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 6.500 0.0 Vel = 0 3 7.58 0.874 N 7.0 5.167 9.671 to 150.0 0.0 7.000 0.0 4 7.58 0.0348 0.0 12.167 0.424 Vel = 4.05 4 0.0 0.874 3R 3.0 10.500 10.095 to 150.0 0.0 3.000 0.0 5 7.58 0.0348 0.0 13.500 0.470 Vel = 4.05 0.0 7.58 10.565 K Factor = 2.33 D3 0.0 0.874 0 3.0 6.750 10.565 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 9.750 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 7.58 0.874 4R 4.0 26.667 10.565 to 150.0 2N 14.0 18.000 0.0 6 7.58 0.0349 0.0 44.667 1.557 Vel = 4.05 6 0.0 0.874 0 3.0 1.833 12.122 to 150.0 0.0 3.000 0.0 7 7.58 0.0348 0.0 4.833 0.168 Vel = 4.05 7 19.07 0.874 N 7.0 2.583 12.290 to 150.0 0.0 7.000 0.0 12 26.65 0.3562 0.0 9.583 3.413 Vel = 14.25 12 0.0 0.874 N 7.0 10.000 15.703 to 150.0 0.0 7.000 4.331 13 26.65 0.3562 0.0 17.000 6.055 Vel = 14.25 0.0 26.65 26.089 K Factor = 5.22 7 -19.06 0.874 R 1.0 14.000 12.290 to 150.0 0 3.0 4.000 0.0 8 -19.06 -0.1917 0.0 18.000 -3.450 Vel = 10.19 0.0 -19.06 8.840 K Factor = -6.41 D5 13.00 0.874 N 7.0 7.667 7.361 to 150.0 R 1.0 8.000 0.0 8 13.0 0.0944 0.0 15.667 1.479 Vel = 6.95 8 -19.06 0.874 R 1.0 8.833 8.840 to 150.0 0.0 1.000 0.0 9 -6.06 -0.0230 0.0 9.833 -0.226 Vel = 3.24 0.0 -6.06 8.614 K Factor = -2.06 D4 13.65 0.874 0 3.0 1.500 8.149 to 150.0 0.0 3.000 0.0 9 13.65 0.1033 0.0 4.500 0.465 Vel = 7.30 9 -6.07 0.874 N 7.0 6.917 8.614 to 150.0 0.0 7.000 0.0 10 7.58 0.0348 0.0 13.917 0.485 Vel = 4.05 10 0.0 0.874 N 7.0 3.500 9.099 to 150.0 0.0 7.000 0.0 11 7.58 0.0349 0.0 10.500 0.366 Vel = 4.05 11 0.0 0.874 2R 2.0 3.917 9.465 to 150.0 0.0 2.000 0.0 3 7.58 0.0348 0.0 5.917 0.206 Vel = 4.05 0.0 7.58 9.671 K Factor = 2.44 13 26.65 1.101 N 7.0 4.750 26.089 to 150.0 0.0 7.000 0.0 14 26.65 0.1157 0.0 11.750 1.359 Vel= 8.98 14 0.0 1.101 R 1.0 8.083 27.448 to 150.0 N 7.0 8.000 0.0 TR 26.65 0.1157 0.0 16.083 1.861 Vel= 8.98 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 26.65 29.309 K Factor = 4.92 TR 26.65 1.101 2R 2.0 8.000 29.309 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.65 0.1157 Fsp 0.0 26.562 3.073 Vet = 8.98 N 7.0 BR 5.00 1.101 0 5.0 2.000 38.847 Qa=5 to 150.0 0.0 5.000 0.0 X 31.65 0.1590 0.0 7.000 1.113 Vel= 10.67 X 0.0 1.244 0.0 5.000 39.960 to 150.0 0.0 0.0 2.166 EL 31.65 0.0876 0.0 5.000 0.438 Vet = 8.35 EL 0.0 1.244 0.0 65.000 42.564 to 150.0 0.0 0.0 0.0 Ml 31.65 0.0877 0.0 65.000 5.703 Vel = 8.35 Ml 0.0 1.025 0.0 1.000 48.267 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.65 0.2260 0.0 1.000 0.226 Vet = 12.31 M2 0.0 0.995 T 5.841 28.000 52.493 to 150.0 0.0 5.841 0.0 CM 31.65 0.2604 0.0 33.841 8.811 Vet = 13.06 CM -14.30 7.98 3F 40.774 324.000 61.304 to 150.0 T 52.855 93.629 0.0 100 17.35 0.0 0.0 417.629 0.001 Vet= 0.11 100 0.89 7.98 T 52.855 295.000 61.305 to 150.0 0.0 52.855 0.0 101 18.24 0.0 0.0 347.855 0.001 Vet = 0.12 0.0 18.24 61.306 K Factor = 2.33 100 -0.89 7.98 2T 105.71 381.000 61.305 to 150.0 0.0 105.710 -1.299 105 -0.89 0.0 0.0 486.710 0.0 Vet = 0.01 0.0 -0.89 60.006 K Factor = -0.11 101 18.24 11.65 F 17.441 175.000 61.306 to 150.0 T 80.498 97.939 0.0 102 18.24 0.0 0.0 272.939 0.0 Vet = 0.05 102 -31.65 11.65 F 17.441 532.000 61.306 to 150.0 T 80.498 97.939 0.0 103 -13.41 0.0 0.0 629.939 0.0 Vet = 0.04 103 0.0 7.98 T 52.855 542.000 61.306 to 150.0 0.0 52.855 0.0 104 -13.41 0.0 0.0 594.855 -0.001 Vet = 0.09 104 14.30 11.65 T 80.498 207.000 61.305 to 150.0 0.0 80.498 -1.299 105 0.89 0.0 0.0 287.498 0.0 Vet = 0 0.0 0.89 60.006 K Factor = 0.11 104 -14.29 7.98 T 52.855 542.000 61.305 to 150.0 0.0 52.855 0.0 CM -14.29 0.0 0.0 594.855 -0.001 Vet = 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 8 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -14.29 61.304 KFactor= -1.83 102 31.65 11.65 3T 241.494 1439.000 61.306 to 150.0 0.0 241.494 6.930 FT 31.65 0.0 0.0 1680.494 0.003 Vel = 0.10 0.0 31.65 68.239 K Factor = 3.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1!'t2D iL c2 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : CYPRESS AT THE PRESERVE Building : PLAN 2 Location : ALT. CALC AREA 1 System : 1 Contract Data File : ALT. PLAN2 CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7 Psi MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - Gpm Additional Flow Added - Gpm Elevation at Highest Outlet - Feet Note: System Type (X) Wet ( ) Dry Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC49 Size 7/16 K-Factor 4.9 Temperature Rating 165 Page 1 Date 5/25/17 NP Mechanical CYPRESS AT THE PRESERVE HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Date - 5,'25/17 Location - ALT. CALC AREA 1 Building - PLAN 2 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9!_0 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 D B S I G N Calculation Gpm Required 26.069 Psi Required 52.020 At BR Summary C-Factor Used: Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm W Water Flow Test: A Date of Test - T Time of Test - B Static (Psi) - 94 R Residual (Psi) - 66 Flow (Gpm) - 3750 S Elevation - 114 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 CYPRESS AT THE PRESERVE Date 5/25/17 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 12.127 C2 - Residual Pressure: 59.4 D2 - System Flow : 26.069 C2 - Residual Flow : 3750 D2 - System Pressure : 80.866 Hose ( Demand) : 5 D3 - System Demand : 31.069 Safety Margin : 3.733 150 140 130 p120 R11° E10° s 9° 80 D 3 U 70 - C2 R 60 - _____ _______ _________ ___________ _____________ _______________ _________________ __________________ E5° 40 30 20 10 --Dl— U 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N I 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 CYPRESS AT THE PRESERVE Date 5/25/17 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 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* 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 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 Pressure / Flow Summary - STANDARD NP Mechanical Page 4 CYPRESS AT THE PRESERVE Date 5/25/17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. Hi 9.0 4.9 7.04 na 13.0 0.05 256 7.039 H2 9.0 4.9 7.11 na 13.07 0.05 256 7.0 H3 19.0 14.84 na H4 19.0 16.46 na H5 19.0 17.61 na Dl 10.0 7.36 na D2 10.0 7.44 na 1 10.0 8.78 na 2 20.0 10.26 na 3 20.0 12.48 na 4 20.0 13.4 na D3 20.0 14.41 na 5 20.0 14.41 na 6 20.0 17.76 na 7 20.0 18.57 na 12 20.0 25.18 na D5 20.0 17.18 na 8 20.0 17.18 na D4 20.0 16.03 na 9 20.0 16.03 na 10 20.0 14.4 na 11 20.0 13.18 na 13 10.0 35.33 na 14 10.0 38.77 na 15 10.0 41.41 na TRA 10.0 42.6 na BR 2.0 52.02 na 5.0 X 2.0 53.1 na EL -3.0 55.69 na Ml -3.0 61.2 na M2 -3.0 65.42 na CM -3.0 73.93 na 100 -3.0 73.93 na 101 -3.0 73.93 na 102 -3.0 73.93 na 103 -3.0 73.93 na 104 -3.0 73.93 na FT -19.0 80.87 na The maximum velocity is 13.94 and it occurs in the pipe between nodes 1 and 2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 13.00 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 13.07 0.874 N 7.0 1.000 7.113 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D2 13.07 0.0954 0.0 8.000 0.763 Vel = 6.99 0.0 13.07 7.443 K Factor = 4.79 H3 0.0 0.874 N 7.0 1.000 14.841 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 14.408 K Factor = 0 H4 0.0 0.874 N 7.0 1.000 16.462 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 16.029 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 17.611 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 17.178 K Factor =0 Di 13.00 0.874 N 7.0 5.000 7.361 to 150.0 0 3.0 10.000 0.0 1 13.0 0.0944 0.0 15.000 1.416 Vel = 6.95 0.0 13.00 8.777 K Factor = 4.39 D2 13.07 0.874 N 7.0 6.000 7.443 to 150.0 R 1.0 8.000 0.0 1 13.07 0.0953 0.0 14.000 1.334 Vel = 6.99 1 13.00 0.874 N 7.0 10.000 8.777 to 150.0 0.0 7.000 -4.331 2 26.07 0.3420 0.0 17.000 5.814 Vel = 13.94 2 0.0 0.874 0 3.0 3.500 10.260 to 150.0 0.0 3.000 0.0 3 26.07 0.3422 0.0 6.500 2.224 Vel = 13.94 3 -14.59 0.874 N 7.0 5.167 12.484 to 150.0 0.0 7.000 0.0 4 11.48 0.0750 0.0 12.167 0.912 Vel= 6.14 4 0.0 0.874 3R 3.0 10.500 13.396 to 150.0 0.0 3.000 0.0 5 11.48 0.0750 0.0 13.500 1.012 Vel= 6.14 0.0 11.48 14.408 K Factor = 3.02 D3 0.0 0.874 0 3.0 6.750 14.408 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 9.750 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 11.48 0.874 4R 4.0 26.667 14.408 to 150.0 2N 14.0 18.000 0.0 6 11.48 0.0750 0.0 44.667 3.350 Vel= 6.14 6 0.0 0.874 R 1.0 6.833 17.758 to 150.0 0 3.0 4.000 0.0 7 11.48 0.0750 0.0 10.833 0.812 Vel= 6.14 7 14.59 0.874 2N 14.0 5.333 18.570 to 150.0 0.0 14.000 0.0 12 26.07 0.3420 0.0 19.333 6.612 Vel = 13.94 12 0.0 0.874 N 7.0 10.000 25.182 to 150.0 0.0 7.000 4.331 13 26.07 0.3421 0.0 17.000 5.815 Vel = 13.94 0.0 26.07 35.328 K Factor = 4.39 7 -14.59 0.874 0 3.0 8.917 18.570 to 150.0 0.0 3.000 0.0 8 -14.59 -0.1168 0.0 11.917 -1.392 Vel = 7.80 0.0 -14.59 17.178 K Factor = -3.52 D5 0.0 0.874 N 7.0 7.667 17.178 to 150.0 R 1.0 8.000 0.0 8 0.0 0.0 0.0 15.667 0.0 Vel = 0 8 -14.59 0.874 R 1.0 8.833 17.178 to 150.0 0.0 1.000 0.0 9 -14.59 -0.1169 0.0 9.833 -1.149 Vel= 7.80 0.0 -14.59 16.029 K Factor = -3.64 D4 0.0 0.874 0 3.0 1.500 16.029 to 150.0 0.0 3.000 0.0 9 0.0 0.0 0.0 4.500 0.0 Vet = 0 9 -14.59 0.874 N 7.0 6.917 16.029 to 150.0 0.0 7.000 0.0 10 -14.59 -0.1169 0.0 13.917 -1.627 Vel= 7.80 10 0.0 0.874 N 7.0 3.500 14.402 to 150.0 0.0 7.000 0.0 11 -14.59 -0.1169 0.0 10.500 -1.227 Vel = 7.80 11 0.0 0.874 2R 2.0 3.917 13.175 to 150.0 0.0 2.000 0.0 3 -14.59 -0.1168 0.0 5.917 -0.691 Vel = 7.80 0.0 -14.59 12.484 K Factor = -4.13 13 26.07 1.101 R 1.0 11.000 35.328 to 150.0 2N 14.0 20.000 0.0 14 26.07 0.1111 0 5.0 31.000 3.444 Vel = 8.79 14 0.0 1.101 R 1.0 10.750 38.772 to 150.0 N 7.0 13.000 0.0 15 26.07 0.1111 0 5.0 23.750 2.638 Vel= 8.79 15 0.0 1.101 N 7.0 3.750 41.410 to 150.0 0.0 7.000 0.0 TRA 26.07 0.1111 0.0 10.750 1.194 Vel = 8.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS AT THE PRESERVE Date 5/25/17 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 26.07 42.604 K Factor = 3.99 TRA 26.07 1.101 2R 2.0 8.000 42.604 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.07 0.1111 Fsp 0.0 26.562 2.951 Vel = 8.79 N 7.0 BR 5.00 1.101 0 5.0 2.000 52.020 Qa=5 to 150.0 0.0 5.000 0.0 X 31.07 0.1537 0.0 7.000 1.076 Vel= 10.47 X 0.0 1.244 0.0 5.000 53.096 to 150.0 0.0 0.0 2.166 EL 31.07 0.0846 0.0 5.000 0.423 Vel = 8.20 EL 0.0 1.244 0.0 65.000 55.685 to 150.0 0.0 0.0 0.0 Ml 31.07 0.0848 0.0 65.000 5.512 Vel = 8.20 Ml 0.0 1.025 0.0 1.000 61.197 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.07 0.2180 0.0 1.000 0.218 Vel= 12.08 M2 0.0 0.995 T 5.841 28.000 65.415 to 150.0 0.0 5.841 0.0 CM 31.07 0.2516 0.0 33.841 8.516 Vet = 12.82 CM -14.03 7.98 3F 40.774 324.000 73.931 to 150.0 T 52.855 93.629 0.0 100 17.04 0.0 0.0 417.629 0.001 VeI= 0.11 100 0.87 7.98 T 52.855 295.000 73.932 to 150.0 0.0 52.855 0.0 101 17.91 0.0 0.0 347.855 0.001 Vel= 0.11 0.0 17.91 73.933 K Factor = 2.08 100 -0.87 7.98 2T 105.71 381.000 73.932 to 150.0 0.0 105.710 -1.299 105 -0.87 0.0 0.0 486.710 0.0 Vel = 0.01 0.0 -0.87 72.633 KFactor= -0.10 101 17.91 11.65 F 17.441 175.000 73.933 to 150.0 T 80.498 97.939 0.0 102 17.91 0.0 0.0 272.939 0.0 Vet = 0.05 102 -31.07 11.65 F 17.441 532.000 73.933 to 150.0 T 80.498 97.939 0.0 103 -13.16 0.0 0.0 629.939 0.0 Vet = 0.04 103 0.0 7.98 1 52.855 542.000 73.933 to 150.0 0.0 52.855 0.0 104 -13.16 0.0 0.0 594.855 -0.001 Vet = 0.08 104 14.03 11.65 T 80.498 207.000 73.932 to 150.0 0.0 80.498 -1.299 105 0.87 0.0 0.0 287.498 0.0 Vet = 0 0.0 0.87 72.633 K Factor = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 8 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf!Ft Eqv. Ln. Total Pf Pn 104 -14.03 7.98 1 52.855 542.000 73.932 to 150.0 0.0 52.855 0.0 CM -14.03 0.0 0.0 594.855 -0.001 Vel = 0.09 0.0 -14.03 73.931 K Factor = -1.63 102 31.07 11.65 3T 241.494 1439.000 73.933 to 150.0 0.0 241.494 6.930 FT 31.07 0.0 0.0 1680.494 0.003 Vel= 0.09 0.0 31.07 80.866 K Factor = 3.46 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 : CYPRESS AT THE PRESERVE Building : PLAN 2 Location ALT. CALC AREA 2 System : 1 Contract Data File : ALT. PLAN2 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 CYPRESS AT THE PRESERVE Date 5/25/17 HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Date - 5/25/17 Location - ALT. CALC AREA 2 Building - PLAN 2 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 91_0fl OCCUPANCY - LIGHT HAZARD Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)1 ( )2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( Dry MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction Domestic Flow Added - Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 20.024 Psi Required 48.491 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) - 94 Elev. R Residual (Psi) - 66 Other Well Flow (Gpm) - 3750 Proof Flow Gpm S Elevation - 114 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N Water Supply Curve C NP Mechanical Page 2 CYPRESS AT THE PRESERVE Date 5/25/17 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 594 D2 - System Flow : 20.024 C2 - Residual Flow : 3750 D2 - System Pressure : 72.141 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 12.457 150 140 130 P 120 R11° E10° s 9° el 80 D2 u 70 DA - C2 R 60 E5° 40 30 20 Dl U MdJh.I I I 10 I I I 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 CYPRESS ATTHE PRESERVE Date 5/25/17 Fitting Legend Abbrev. Name /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 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 90EII 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* 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 fittinqs marked with a show equivalent lengths valii supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values tor 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 9.0 26.01 na H2 9.0 .26.01 na H3 19.0 4.9 16.7 na H4 19.0 23.16 na H5 19.0 23.64 na Dl 10.0 25.58 na D2 10.0 25.58 na 10.0 25.58 na 2 20.0 21.25 na 3 20.0 21.25 na 4 20.0 20.65 na D3 20.0 17.95 na 5 20.0 19.99 na 6 20.0 23.05 na 7 20.0 23.79 na 12 20.0 27.85 na D5 20.0 23.21 na 8 20.0 23.21 na D4 20.0 22.73 na 9 20.0 22.73 na 10 20.0 22.05 na 11 20.0 21.54 na 13 10.0 35.75 na 14 10.0 37.86 na 15 10.0 39.48 na TRA 10.0 40.21 na BR 2.0 48.49 na X 2.0 49.21 na EL -3.0 51.66 na Mi -3.0 55.36 na M2 -3.0 59.5 na CM -3.0 65.21 na 100 -3.0 65.21 na 101 -3.0 65.21 na 102 -3.0 65.21 na 103 -3.0 65.21 na 104 -3.0 65.21 na FT -19.0 72.14 na 20.02 0.05 400 16.7 1øJ Pressure / Flow Summary - STANDARD NP Mechanical Page 4 CYPRESS AT THE PRESERVE Date 5/25/17 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 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 26.010 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 25.577 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 26.010 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 25.577 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 N 7.0 1.000 23.161 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 22.728 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 23.641 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 23.208 K Factor = 0 Di 0.0 0.874 N 7.0 5.000 25.577 to 150.0 0 3.0 10.000 0.0 1 0.0 0.0 0.0 15.000 0.0 Vel = 0 0.0 0.0 25.577 K Factor = 0 D2 0.0 0.874 N 7.0 6.000 25.577 to 150.0 R 1.0 8.000 0.0 1 0.0 0.0 0.0 14.000 0.0 Vel = 0 1 0.0 0.874 N 7.0 10.000 25.577 to 150.0 0.0 7.000 -4.331 2 0.0 0.0 0.0 17.000 0.0 Vel = 0 2 0.0 0.874 0 3.0 3.500 21.246 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 6.500 0.0 Vel = 0 3 -9.10 0.874 N 7.0 5.167 21.246 to 150.0 0.0 7.000 0.0 4 -9.1 -0.0488 0.0 12.167 -0.594 Vel = 4.87 4 0.0 0.874 3R 3.0 10.500 20.652 to 150.0 0.0 3.000 0.0 5 -9.1 -0.0488 0.0 13.500 -0.659 Vel = 4.87 0.0 -9.10 19.993 K Factor = -2.04 D3 20.02 0.874 0 3.0 6.750 17.946 to 150.0 0.0 3.000 0.0 5 20.02 0.2099 0.0 9.750 2.047 Vel = 10.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 -9.10 0.874 4R 4.0 26.667 19.993 to 150.0 2N 14.0 18.000 0.0 6 10.92 0.0684 0.0 44.667 3.055 Vel = 5.84 6 0.0 0.874 R 1.0 6.833 23.048 to 150.0 0 3.0 4.000 0.0 7 10.92 0.0684 0.0 10.833 0.741 Vel = 5.84 7 9.10 0.874 2N 14.0 5.333 23.789 to 150.0 0.0 14.000 0.0 12 20.02 0.2100 0.0 19.333 4.059 Vel = 10.71 12 0.0 0.874 N 7.0 10.000 27.848 to 150.0 0.0 7.000 4.331 13 20.02 0.2099 0.0 17.000 3.569 Vel = 10.71 0.0 20.02 35.748 K Factor = 3.35 7 -9.10 0.874 0 3.0 8.917 23.789 to 150.0 0.0 3.000 0.0 8 -9.1 -0.0488 0.0 11.917 -0.581 Vel = 4.87 0.0 -9.10 23.208 KFactor= -1.89 D5 0.0 0.874 N 7.0 7.667 23.208 to 150.0 R 1.0 8.000 0.0 8 0.0 0.0 0.0 15.667 0.0 Vel = 0 8 -9.10 0.874 A 1.0 8.833 23.208 to 150.0 0.0 1.000 0.0 9 -9.1 -0.0488 0.0 9.833 -0.480 Vel = 4.87 0.0 -9.10 22.728 KFactor= -1.91 D4 0.0 0.874 0 3.0 1.500 22.728 to 150.0 0.0 3.000 0.0 9 0.0 0.0 0.0 4.500 0.0 Vel = 0 9 -9.10 0.874 N 7.0 6.917 22.728 to 150.0 0.0 7.000 0.0 10 -9.1 -0.0489 0.0 13.917 -0.680 Vel = 4.87 10 0.0 0.874 N 7.0 3.500 22.048 to 150.0 0.0 7.000 0.0 11 -9.1 -0.0489 0.0 10.500 -0.513 Vel= 4.87 11 0.0 0.874 2R 2.0 3.917 21.535 to 150.0 0.0 2.000 0.0 3 -9.1 -0.0488 0.0 5.917 -0.289 Vel = 4.87 0.0 -9.10 21.246 KFactor= -1.97 13 20.02 1.101 R 1.0 11.000 35.748 to 150.0 2N 14.0 20.000 0.0 14 20.02 0.0682 0 5.0 31.000 2.114 Vel= 6.75 14 0.0 1.101 R 1.0 10.750 37.862 to 150.0 N 7.0 13.000 0.0 15 20.02 0.0682 0 5.0 23.750 1.620 Vel = 6.75 15 0.0 1.101 N 7.0 3.750 39.482 to 150.0 0.0 7.000 0.0 TRA 20.02 0.0682 0.0 10.750 0.733 Vel = 6.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 20.02 40.215 K Factor = 3.16 TRA 20.02 1.101 2R 2.0 8.000 40.215 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vet = 6.75 N 7.0 BR 5.00 1.101 0 5.0 2.000 48.491 0a=5 to 150.0 0.0 5.000 0.0 X 25.02 0.1030 0.0 7.000 0.721 Vel = 8.43 X 0.0 1.244 0.0 5.000 49.212 to 150.0 0.0 0.0 2.166 EL 25.02 0.0566 0.0 5.000 0.283 Vel = 6.60 EL 0.0 1.244 0.0 65.000 51.661 to 150.0 0.0 0.0 0.0 Ml 25.02 0.0568 0.0 65.000 3.694 Vel = 6.60 Ml 0.0 1.025 0.0 1.000 55.355 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 28.000 59.501 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 33.841 5.707 Vel = 10.32 CM -11.30 7.98 3F 40.774 324.000 65.208 to 150.0 T 52.855 93.629 0.0 100 13.72 0.0 0.0 417.629 0.001 Vel = 0.09 100 0.70 7.98 T 52.855 295.000 65.209 to 150.0 0.0 52.855 0.0 101 14.42 0.0 0.0 347.855 0.001 Vel = 0.09 0.0 14.42 65.210 K Factor= 1.79 100 -0.70 7.98 2T 105.71 381.000 65.209 to 150.0 0.0 105.710 -1.299 105 -0.7 0.0 0.0 486.710 -0.001 Vel = 0 0.0 -0.70 63.909 K Factor = -0.09 101 14.42 11.65 F 17.441 175.000 65.210 to 150.0 T 80.498 97.939 0.0 102 14.42 0.0 0.0 272.939 0.0 Vel = 0.04 102 -25.02 11.65 F 17.441 532.000 65.210 to 150.0 T 80.498 97.939 0.0 103 -10.6 0.0 0.0 629.939 0.0 Vet = 0.03 103 0.0 7.98 1 52.855 542.000 65.210 to 150.0 0.0 52.855 0.0 104 -10.6 0.0 0.0 594.855 -0.001 Vel = 0.07 104 11.30 11.65 T 80.498 207.000 65.209 to 150.0 0.0 80.498 -1.299 105 0.7 0.0 0.0 287.498 -0.001 Vel = 0 0.0 0.70 63.909 K Factor = 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical CYPRESS AT THE PRESERVE Page 8 Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 104 -11.30 7.98 T 52.855 542.000 65.209 to 150.0 0.0 52.855 0.0 CM -11.3 0.0 0.0 594.855 -0.001 Vel = 0.07 0.0 -11.30 65.208 K Factor = -1.40 102 25.02 11.65 3T 241.494 1439.000 65.210 to 150.0 0.0 241.494 6.930 FT 25.02 0.0 0.0 1680.494 0.001 Vel = 0.08 0.0 25.02 72.141 K Factor = 2.95 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 : CYPRESS AT THE PRESERVE Building : PLAN 2 Location : ALT. CALC AREA 3 System : 1 Contract Data File : ALT. PLAN2 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page CYPRESS ATTHE PRESERVE Date 5/25/17 HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Date - 5/25/17 Location - ALT. CALC AREA 3 Building - PLAN 2 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9!_011 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 B 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 - 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 26.584 Psi Required 45.660 At BR Summary C-Factor Used: Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. 8 Psi Elev. Elev. Other Well Proof Flow Gpm W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 66 Flow (Gpm) - 3750 S Elevation - 114 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 CYPRESS AT THE PRESERVE Page 2 Date 5/25/17 City Water Supply: Demand: Cl -Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 59.4 D2 - System Flow :26.584 C2 - Residual Flow : 3750 D2 - System Pressure : 74.992 Hose ( Demand) : 5 D3 - System Demand : 31.584 Safety Margin : 9.604 150 140 130 p120 R° E10° s 90 -_ el 80 - ______ - u 70 D3 - C2 R 60 E5° 40 30 Dl 20 I.I.I.I.I 10 ... .. .. I.... 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 CYPRESS ATTHE PRESERVE Date 5/25/17 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 F NFPA 1345Elbow 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 90EH 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 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 Uiiis 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 CYPRESS AT THE PRESERVE Date 5/25/17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. Hi 9.0 14.07 na H2 9.0 14.07 na H3 19.0 10.39 na H4 19.0 4.9 7.68 na 13.58 0.05 256 7.0 H5 19.0 4.9 7.04 na 13.0 0.05 256 7.039 Dl 10.0 13.64 na D2 10.0 13.64 na 10.0 13.64 na 2 20.0 9.31 na 3 20.0 9.31 na 4 20.0 9.62 na D3 20.0 9.96 na 5 20.0 9.96 na 6 20.0 11.1 na 7 20.0 11.38 na 12 20.0 18.23 na D5 20.0 7.36 na 8 20.0 8.84 na D4 20.0 8.07 na 9 20.0 8.53 na 10 20.0 8.89 na 11 20.0 9.15 na 13 10.0 28.59 na 14 10.0 32.16 na 15 10.0 34.9 na TRA 10.0 36.14 na BR 2.0 45.66 na 5.0 X 2.0 46.77 na EL -3.0 49.37 na Ml -3.0 55.05 na M2 -3.0 59.28 na CM -3.0 68.06 na 100 -3.0 68.06 na 101 -3.0 68.06 na 102 -3.0 68.06 na 103 -3.0 68.06 na 104 -3.0 68.06 na FT -19.0 74.99 na The maximum velocity is 14.21 and it occurs in the pipe between nodes 7 and 12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Ot Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 14.070 to 150.0 0.0 7.000 -0.433 Dl 0.0 -0.0001 0.0 8.000 -0.001 Vet = 0 0.0 0.0 13.636 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 14.070 to 150.0 0.0 7.000 -0.433 D2 0.0 -0.0001 0.0 8.000 -0.001 Vet = 0 0.0 0.0 13.636 K Factor =0 H3 0.0 0.874 N 7.0 1.000 10.394 to 150.0 0.0 7.000 -0.433 D3 0.0 -0.0001 0.0 8.000 -0.001 Vet = 0 0.0 0.0 9.960 K Factor = 0 H4 13.58 0.874 N 7.0 1.000 7.684 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.58 0.1025 0.0 8.000 0.820 Vet = 7.26 0.0 13.58 8.071 K Factor = 4.78 H5 13.00 0.874 N 7.0 1.000 7.039 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D5 13.0 0.0944 0.0 8.000 0.755 Vet = 6.95 0.0 13.00 7.361 K Factor = 4.79 Dl 0.0 0.874 N 7.0 5.000 13.636 to 150.0 0 3.0 10.000 0.0 1 0.0 0.0 0.0 15.000 0.0 Vet = 0 0.0 0.0 13.636 K Factor = 0 D2 0.0 0.874 N 7.0 6.000 13.636 to 150.0 R 1.0 8.000 0.0 1 0.0 0.0 0.0 14.000 0.0 Vet = 0 1 0.0 0.874 N 7.0 10.000 13.636 to 150.0 0.0 7.000 -4.331 2 0.0 0.0 0.0 17.000 0.0 Vet = 0 2 0.0 0.874 0 3.0 3.500 9.305 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 6.500 0.0 Vet = 0 3 6.41 0.874 N 7.0 5.167 9.305 to 150.0 0.0 7.000 0.0 4 6.41 0.0256 0.0 12.167 0.311 Vet= 3.43 4 0.0 0.874 3R 3.0 10.500 9.616 to 150.0 0.0 3.000 0.0 5 6.41 0.0255 0.0 13.500 0.344 Vet = 3.43 0.0 6.41 9.960 K Factor = 2.03 D3 0.0 0.874 0 3.0 6.750 9.960 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 9.750 0.0 Vet = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point at Pt/Ft Eqv. Ln. Total Pt Pn 5 6.41 0.874 4R 4.0 26.667 9.960 to 150.0 2N 14.0 18.000 0.0 6 6.41 0.0255 0.0 44.667 1.140 Vel = 3.43 6 0.0 0.874 R 1.0 6.833 11.100 to 150.0 0 3.0 4.000 0.0 7 6.41 0.0256 0.0 10.833 0.277 Vet = 3.43 7 20.17 0.874 2N 14.0 5.333 11.377 to 150.0 0.0 14.000 0.0 12 26.58 0.3546 0.0 19.333 6.855 Vet = 14.21 12 0.0 0.874 N 7.0 10.000 18.232 to 150.0 0.0 7.000 4.331 13 26.58 0.3546 0.0 17.000 6.029 Vet = 14.21 0.0 26.58 28.592 K Factor = 4.97 7 -20.17 0.874 0 3.0 8.917 11.377 to 150.0 0.0 3.000 0.0 8 -20.17 -0.2129 0.0 11.917 -2.537 Vet= 10.79 0.0 -20.17 8.840 K Factor = -6.78 D5 13.00 0.874 N 7.0 7.667 7.361 to 150.0 R 1.0 8.000 0.0 8 13.0 0.0944 0.0 15.667 1.479 Vel= 6.95 8 -20.17 0.874 R 1.0 8.833 8.840 to 150.0 0.0 1.000 0.0 9 -7.17 -0.0314 0.0 9.833 -0.309 Vel = 3.83 0.0 -7.17 8.531 K Factor = -2.45 D4 13.58 0.874 0 3.0 1.500 8.071 to 150.0 0.0 3.000 0.0 9 13.58 0.1022 0.0 4.500 0.460 Vet = 7.26 9 -7.17 0.874 N 7.0 6.917 8.531 to 150.0 0.0 7.000 0.0 10 6.41 0.0255 0.0 13.917 0.355 Vel = 3.43 10 0.0 0.874 N 7.0 3.500 8.886 to 150.0 0.0 7.000 0.0 11 6.41 0.0255 0.0 10.500 0.268 Vet = 3.43 11 0.0 0.874 2R 2.0 3.917 9.154 to 150.0 0.0 2.000 0.0 3 6.41 0.0255 0.0 5.917 0.151 Vet = 3.43 0.0 6.41 9.305 K Factor = 2.10 13 26.58 1.101 R 1.0 11.000 28.592 to 150.0 2N 14.0 20.000 0.0 14 26.58 0.1152 0 5.0 31.000 3.570 Vet = 8.96 14 0.0 1.101 R 1.0 10.750 32.162 to 150.0 N 7.0 13.000 0.0 15 26.58 0.1152 0 5.0 23.750 2.736 Vel = 8.96 15 0.0 1.101 N 7.0 3.750 34.898 to 150.0 0.0 7.000 0.0 TRA 26.58 0.1152 0.0 10.750 1.238 Vet = 8.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 0 or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 26.58 36.136 K Factor= 4.42 TRA 26.58 1.101 2R 2.0 8.000 36.136 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.58 0.1152 Fsp 0.0 26.562 3.059 Vet= 8.96 N 7.0 BR 5.00 1.101 0 5.0 2.000 45.660 Qa=5 to 150.0 0.0 5.000 0.0 X 31.58 0.1586 0.0 7.000 1.110 Vet= 10.64 X 0.0 1.244 0.0 5.000 46.770 to 150.0 0.0 0.0 2.166 EL 31.58 0.0872 0.0 5.000 0.436 Vet = 8.34 EL 0.0 1.244 0.0 65.000 49.372 to 150.0 0.0 0.0 0.0 Ml 31.58 0.0874 0.0 65.000 5.682 Vet = 8.34 Ml 0.0 1.025 0.0 1.000 55.054 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.58 0.2250 0.0 1.000 0.225 Vel= 12.28 M2 0.0 0.995 T 5.841 28.000 59.279 to 150.0 0.0 5.841 0.0 CM 31.58 0.2594 0.0 33.841 8.778 Vet = 13.03 CM -14.26 7.98 3F 40.774 324.000 68.057 to 150.0 T 52.855 93.629 0.0 100 17.32 0.0 0.0 417.629 0.002 Vel= 0.11 100 0.88 7.98 1 52.855 295.000 68.059 to 150.0 0.0 52.855 0.0 101 18.2 0.0 0.0 347.855 0.001 Vet = 0.12 0.0 18.20 68.060 K Factor = 2.21 100 -0.88 7.98 2T 105.71 381.000 68.059 to 150.0 0.0 105.710 -1.299 105 -0.88 0.0 0.0 486.710 -0.001 Vel = 0.01 0.0 -0.88 66.759 K Factor = -0.11 101 18.20 11.65 F 17.441 175.000 68.060 to 150.0 1 80.498 97.939 0.0 102 18.2 0.0 0.0 272.939 0.0 Vet = 0.05 102 -31.58 11.65 F 17.441 532.000 68.060 to 150.0 T 80.498 97.939 0.0 103 -13.38 0.0 0.0 629.939 0.0 Vet = 0.04 103 0.0 7.98 T 52.855 542.000 68.060 to 150.0 0.0 52.855 0.0 104 -13.38 0.0 0.0 594.855 -0.001 Vet = 0.09 104 14.26 11.65 T 80.498 207.000 68.059 to 150.0 0.0 80.498 -1.299 105 0.88 0.0 0.0 287.498 -0.001 Vet = 0 0.0 0.88 66.759 K Factor = 0.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 8 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 104 -14.26 7.98 T 52.855 542.000 68.059 to 150.0 0.0 52.855 0.0 CM -14.26 0.0 0.0 594.855 -0.002 Vel = 0.09 0.0 -14.26 68.057 K Factor= -1.73 102 31.58 11.65 3T 241.494 1439.000 68.060 to 150.0 0.0 241.494 6.930 FT 31.58 0.0 0.0 1680.494 0.002 Vel = 0.10 0.0 31.58 74.992 K Factor = 3.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Bulletin 006 Rev. I Alllllllllllll Model RFC30 (SIN RA0611) — ® Model RFC43 (SIN RA0612) Reliable Model RFC49 (SIN Residential Flat Concealed Sprinklers A Residential Flat Concealed Sprinkler engineered for a minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features Very low water flow requirements. Cover plate attachment (Plain or Perforated) with ½" (13mm) Total adjustment. Thread-OniTh read -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 VK KW Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacu- ation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and ½" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily Plain Uover Plate Perforated Cover Plate and positively attached and blends into the ceiling, con- cealing the most dependable fire protection available, an automatic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residen- tial Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit ac- curately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- lations, use a 165°F (74°C) fusible solder link in a tun- ing fork style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classifica- tion solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the de- flector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler de- flector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The resi- dential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces sig- nificantly higher wall wetting. After a 2 /8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexago- nal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe instal- lation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent dam- age to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COV- ERS. Note: A leak tight ½" NPT (R1/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final ad- justment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover re- moval requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or neg- ative pressurization but must not be positively pres- surized. Inspect all sprinklers after installation to en- sure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Model Thread Nominal Sprinkler CCP Assembly Max. Ambient K Max. (SIN) Size Orifice Temp Rating Temp. Rating ______ Temp. Factor Pressure Inch (mm) Inch (mm) psi (bar) °F °C °F °C °F °C RFC 30 (RA0611) 1/2" (15) 21/64(82) 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) RFC49 (RA 0616) 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 (1165-17174-C)) T op of Deflector Installation Minimum area Ft x Ft (m x m) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (Llmin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0 (0,62) Smooth Ceilings 1/2 to 1(13 to 25.4) Beamed ceilings per NFPA 130, 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 130 2. RFC 43 Ordinary Temp. Rating Max. Coverage Max. Spacing (1650F174°C) Top of Deflector Installation Minimum area FtxFt(mxm) 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 1/2 to 1(13 to 25.4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 9.1 (0,63) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) Concealed 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 18(68) 17.5(1,21) 20x20(6,1 x6,1) F 20(6,1) 21 (79) 23.8(1,64) For Ceiling types refer to NFPA 13, 13R or 130 RFC49 Max. Coverage Max. Spacing Ordinary Temp. Rating (165' 4-C) Top of Deflector Minimum area Ft (m) to Ceiling Installation ype T Spacing Flow Pressure Ft x Ft (m x m) GPM (L/min) PSI (bar) Inch (mm) Ft (m) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0 (0,48) Smooth Ceilings 1/2 to 1(13 to 25.4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0(0,48) Beamed Ceilings per NFPA 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) 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,73) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 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 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 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). CI Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On Feature Cover Plate Finishes0t 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. 1 x 1/2' REDUCING TEE OR ELBOW I -----:----t------- rAccc 7 (58.42mm] D14 CUP '(12.7OmmJAW(. COVER ADJUSTMENT I/2 1 (25.4mm] MAX DROPPED DEFLECTOR TO CEILING FLAT COVER PLATE ASSEMBLY HOLE IN CEILING 2 [50.8mm] MAX FACE OF FITTING ID FACE OF CEIUNG DIMENSION CEiLING ' [4.6mm] .J (84.21mm] D14. COVER PLATE: 1/2" t12. 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 ordiiances 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 Rel (800) 431-1588 Sales Offices Paper (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Frir(ed in U.S.A. 11/14 P/N 9999970261 Fl Res 30,49,58&76 Recessed Pendent/ F1 R a bil 0 Bulletin 135 Rev.G Model Fl Residential Sprinklers for Design Density of .05 gpmlft Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/ft2 Fl Res 30,49,58 & 76 Recessed Pendent/ EP El Res 30, 49, 58 & 76 Fl Res 44&58 CCP Pendent Recessed HSW/F2 Fl Res 44 SWC Fl Res 40 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 (R½) K-Factor: 3.0 (Actual) - El Res 30 Pendent Sprinkler 4.9 (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (Actual) - Fl Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - El Res 76 Pendent Sprinkler 4.4 (Actual) - El Res 44 HSW Sprinkler 4.0 (Actual) - Fl Res 40 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Application Model El 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 Types: Fl Res 30 Pendent Fl Res 30 Recessed Pendent/F2 Fl Res 30 Recessed Pendent/FP Fl Res 49 Pendent Fl Res 49 Recessed Pendent/Fl Fl Res 49 Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed Pendent/Fl 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 16, 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 F1 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-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., Installation Models Fl Res sprinklers are to be installed as shown. Model Fl, F2 and FR 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 4" - 12". Flow arrow on deflector must point away from near wall and "Top" marking must face ceiling. Model Fl Res 30 Recessed Pendent /172 Model Fl Res 49, 58 & 76 Recessed Pendent/ Fl ' r9 1 escutcheon, 3/4 (19mm) adjustmer IJ5FGOJ Fig. 1 Fig. 2 Fl or F2. Data: Type Adjustment "A" Face of fitting to Inch (mm) Inch (mm) ceiling Inch (mm) Fl %(19.0) Min,=3/4" (19.1) Max.=1" (38.1) 3/ 1/ (4.7-24.0) 16 16 F2 Y2 (12.7) Min. 15/" (23.8) Max. =1%" (38.1) /6 -1X6 (4.7- 17.4) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49, 58 & 76 Recessed Pendent 2. Technical Data: Fl Res 30 Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Actual Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor Inch °F I °c °F 0 (mm) (bar) (mm) /2"NPT 2)/6 " (8.2) 155 175 68 I 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) 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 Max. Max. ACtUal Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor Inch °F I °c °F I °c (mm) (bar) (mm) 2"NPT ''(11) 155 175 68 79 175(12) 100 1501 38 66 Q 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(1.4) 14 x 14 (4.3x4.3) 16(60.5) 10.6 (0.73) 16 x 16 (4.9x4.9) 17(64.3) 12.0(0.83) 18 x 18 (5.5x5.5) 19(72) 15.0(1.0) 20 x 20 (6.1x6.1) 22(83.2) *Note: The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per 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 pi Temp. Factor Inch °F °C °F (mm) (bar) (mm) ½" NPT (R½) /' (13) 155 175 68 79 175(12) 100 1501 38 66 5.8 2.25 (57) Max. Sprinkler Flow Pressure Ceiling -to- Sprinkler Spacing gpm (Lpm) 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 14x14(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) 14.4(1.0) 20 x 20 (6.1x6.1) 22(83.3) 3. Technical Data: Fl Res 76 Pendent and Recessed Pendent Nominal Sptlder Max max S13"dw Thread Orifice Ten3 Ressure Antient K Length Size Inch (mm) Ring psi (bar) Ten!,. i:aor hch (mm) OF 00 OF 3/41 NFl (R3/4) 732 (13.5) 155 175 68 I 79 175(L4 ) 100 150 38 66 7.6 225 (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 (5.5x5.5) 21 7.6(0.53) 20 x 20 (6.1x6.1) 23 Model Fl Res 30, 49, 58 & 76 Model Fl Res 30, 49, 58 & 76 Recessed Pendent / FP FP oush-on/thread-off escutcheon 2 5/16" 0/A. [58.7mm] CUP CUP CEILING A "A" J COVER ADJUSTMENT 2 5/8" [68. 7mm] 0/A. HOLE IN CEILING l"xl/2" REDUCER 1 1/4" /'3/.5mmJ MAX. FACE OF FITTING TO FACE OF CEILING OIMENS'ON I "8" 2 5/80r., [56. HOLE IN CEILING 2 5/I5 GEL (5&m0,,I (VP CEILING l/2 (t3,,,,,J MA FP ADJUSTMENt 3 5/16" 0/A. 135FC04D [84.1mm] Fl RES 30, 49, 58 & 76 CCP PEND. IX I/:- REDUCER I 1/2j'J&Irnn1 MAX. FACE 3F FITI1NG IV FACE OF CEILING DIMENSION Fig, 3 Fig.4 NOTE: The Fl Res 76 will use a 1 x 3/4" reducer, 0 CCP ODtions Data: Cover Adjustment CCP Height Inch (mm) Inch (mm) /2(12.7) 15/6 (24) /6(79) /4 (19) FP Data "A": FP Position Inch (mm) Max. Recessed /5(11) Mm. Recessed 15/6 (24) Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent I FP CCP ASSen Sprinklerr K Max Ma Sprinkler Thread Orifice Teni FactorTen!1 PRem"kidi Length Size Inch Rating Teni (mm) (MM) OF 00 °F 00 I NPT 2)/'(82) 155168 1351 57 175 (12) 100138 3.0 (R½) Max. Sprinkler Flow Pressure Sprinkler Spacing gpm(Lpm) I psi (bar) Identification I ft (m) I Number (SIN)-- 12 x 12 (3,6x3.6) 8(30.3) 7.0(0.48') R3511 I 13.4 (0.92) 14x_14(4.3x4.3) 11_(41.6') Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP Nominal Sprinkler CCP Assen31y Max. Max. Spder Thread Orifice Temp.Teni Temp. PressureAmbient K Length Size Inch Rating r h (mm) 00 OF I -C OF I ½" NPT <6(h1) 155168 1351 I 57 175 (12) 100138 4.9 25 (R½) I 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 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') 20x20(6.1x6.1) 20(75 Technical Data: Fl Nominal Sprinkler CCP J Max. Max. Orifice Ten j Sprinkler Thread I Piessue Ambient K Length Size Inch Rating I psi Inch Teni Factor (mm) (bar) (RIM) °F I 0( I 00 OF I 0( 1/2"NPT (13) 15568I135_57 175(12) 10038 5.8 2.25(57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar ) Sprinkler Identification Number (SIN) ____ 12x12(3.6x3.6) 16(61) 7.6(0.53) R3513 1 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) 1 10.8(0.75) 20 x 20 (6,1x6.1') 22(83.3') 1 14.4(1.0') Ll)_ 16.7(1.14')' Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. 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. TOTP Piessue Ambient K Sprinkler Length Size Inch Rating psi Temp, Factor Inch (mm) (mm) (bar) I 00 OF 00 OF I 0 OF 3/," NPT (R3/4') 1%2 (13.5') 15568 1751 79 135 57 175(12) iool 150166 38 7.6 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(0.58) 20x20(6,1x6.1') 25 10.8(0.74') 5. Escutcheon, F2, Data: Type Adjustment I Face of Fitting to wall Inch (mm) Inch (mm) F2 (13) 3/1y(47174)I Model Fl Res 44 & 58 HSW Model Fl Res 44 & 58 Recessed HSW/F2 F2 escutcheon, /2" (1 adjustment Technical Data: Fl Res 44 HSW & HSW/F2 Nominal Spmkler Max. Max. SpIder iliead Orifice TenMi Presate Ambient K Lengti Sim Inch Fti,g psi Ten. Factor Inch °F I °c p I cc (mm) (bar) (mm) 1/2"NPT Y811 155 1 1751 68 175(12) 100 1501 38 4.4 66 2.45(62) Max. 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) 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) 18x 18(5.5x5.5) 155(68) 175(79) 19 (72.0) 18.7(l.29) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23(87.1) 27.4(1.89) 12 x 12 (3.6x3.6) 16-12 52-305) 155 (68) 175(79) 14(53.0) 10.2 (0.71) 27.4 (1.89) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 16(60.6) 13.3 (0.92) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 17(64.4) 15.0(1.04) 16 x 18 (4.9x5.5) 155 (68) 175(79) 20(75.7) 20.7(1.43) 16 x 20 (4.9x6.1) 155 (68) 175(79) 23(87.1) 6. Escutcheon, F2, Data: Type Adjustment Face of Fitting to wall Inch (mm) Inch (mm) F2 (13) 3/1y(47174) Technical Data: Fl Res 58 HSW & HSW/F2 Nominal Sprnkler Max Max Spñier Thiead Orifice Ten,. ReSum Ambient K LengUi Slin Inch Ratiiq psi Tx Factor Inch OF cc - OF (mm) (bar) cc (mm) (13) _ 155 175 68 79 175 (12) 100 150 38 I 66 5.8 2.45 (62) Max. Sprinkler Spacing ft (m) ceiling -- Deflector Inch (mm) Sprinkler Temp. Rating OF (°c) Flow gpm (Lpm) Pressure psi (bar) Spnnkler 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) 16x 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(1.97) 14x 14(4.3x4.3) 155(68) 175(79) 22(83.3) 14.4(1.0) 16x 16(4.9x4.9) 155(68) 175(79) 26(98.4) 20.1 (1.39) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 31(117.4) 7. Model Fl Res 44 SWC rt 4 to t2 (IO7.60,rnn To __________ I I/4 [if. 75 Mosimum 304.80mm) Face Of fitting To Wall Dimension PUSH ON COVER. THEN / TURN TO ADJUST UNtIL J lIGHT AGAINST WALL. I S I/2 Reducer Recommended Woll r 2 5116- TURN COLLAR UNTIL -' T WRENCH [42.07mm] IGHT AGAINSr SPRINKLER 1 21132- - AdJus 112- Fl RES 44 SWC Fig. 5 Technical Data: Fl Res 44 SWC Thread Nominal Orifice Spriikler Temp. CTerT Ratlig Max. AntientTeni K Spvkler Length Size Inch F1Iq _________ psi ___________ Factor hJi OF cc CF I cc (mm) (bar) OF ½" NPT (R½) 3/"(10) 155 68 135 57 175 (12) 100 38 4.4 2.45 (62) Max. Sprinkler Spacing ft (m) "A" Ceiling -- Deflector Inch (mm) Flow gpm (Lpm) Pressure si (b Sprin kler Identification Number (SIN) 12 x 12 (3.6x3.6) (101-1 4 - 6 52) 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: 16 x 18 (4.9x5.5) 19(71.8) 18.7(1.13) 16 x 20 (4.9x6.1) 23(87.1) 27.4(l.89) 12 x 12 (3.6x3.6) 6-12 (152-305) 14(52.9) 10.2 (0.71) 14x 14(4.3x4.3) 15(56.7) 11.7(0.81) 16 x 16 (4.9x4.9) 18(68.1) 16.8 (1.16) 16x 18(4.9x5.5) 20(75.6) 11 1 35FG05 Fig. 6 Technical Data: Fl Res 40 HSW & HSW/F2 Nominal SflhIdEr Max Max. Spriiiciej 111 Orifice TetT1 Piessue Ambient K ingth Size Inch Riiq psi TCITp. Factor hch °F p ____ (mm) (bar) ___ (mm) 1/2"NPT U (10) 155 175 68 I 79 175(12) 100 150 38 66 4.0 2.45 (62) 2. • Model Fl Res 40 Recessed ociei i-i ties HSW/F2 F2 escutcheon, " (13mm aajustment FACE OF FITTING TO WALL DIMENSION I I 1/4 MIN. (31.8mm] -2 1/4 HOLE 014. l/8 [57.2mm] 2mm] CEILING TO DEFLECTOR I" x 1/2 REDUCER DIMENSION I I5/I6 O14.4 [492mm] 2 27/32 Okk i [72. 2mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. - - 1/2 [73mm] 735F006-C ADJUSTMENT Fl RES 58, 44 & 40 HSW/F2 Fig. 7 Escutcheon. F2. Data: Type Adjustment Face of Fitting to wall I Inch (mm) Inch (mm) I F2 X(13) 1y(47174) Max. Sprinkler ceiling -to- Sprinkler Temp. Flow Pressure Sprinkler Spacing Deflector Rating gpm psi (bar) Identification ft (m) Inch (mm) °F (°C) (Lpm) Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155(68) 175 (79) 13(49.0) 10.6 (0.73) 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) R3538 30.2(2.00 8) 18 x 18 (5.5x5.5) 155 (68) 175 (79) 22(83.3) 25.0(1.72) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23(87.0) 33.1 (2.28) 12 x 12 (3.6x3.6) 6-12 (152-305) _ 155 (68) 175 (79) 13(49.0) 10.6(0.73) 14x14(4.3x4.3) 155(68) 175(79) 17(64,3) 18.1 (1.24) 16x 16(4.9x4.9) 155(68) 175(79) 20(75.7) Finishes(l) Standard Finishes Sprinkler Fl, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White Polyester White Painted Coated I Special Application Finishes Sprinkler Fl, F2, Cover Plates Escutcheons 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 1" to 8" maximum. 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 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 PendentlFP 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 gpmTh 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.. 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 El Res 3.0, 49 & 58 Recessed Pendent/Fi] [Model Fl Res 30, 49 & 58 Recessed PendentfF2] [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 (681C). 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 (791C)]. 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 (681C)] [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 F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). Model Fl Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 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 manufacturers 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 (681C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 76, SIN R7618 (Bulletin 135). Model Fl Res 76 Recessed Pendent/Fl, 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 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (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 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/F1] [Model Fl Res 76 Recessed Pendent/F2] [ModelF1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model Fl Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3%" 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 1/2" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 76 CCP, SIN R7618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the united Stares, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. I (800) 431-1588 Sales Offices j Recycled I 'Iel"lableo (800) 848-6051 Sales Fax .Z1 Paper (914) 829-2042 Corporate Offices Revision lines indicate updated or new data. ww.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 06/08 PIN 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 - cXm 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"xl1/2" 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 ,4FCON products including parts and fasteners, resulting in listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFC'ON 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. ,4FCON 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-,IFCON products have been, or are used. 2/08 Side View - For Drawings Below Hanger - Wood Stud Hanger - Metal Stud pm rZo 0~7r4 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. Specific AFCON products are exclusively designed to be compatible ONLY with other ,4FCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. OISCLAIMR - 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 ,4FCON. 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 APCON products are exclusively designed to be compatible ONLY with otberAFCO,V 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 suit! NOT warrant against the failure of its products when used in combination with oilier products, parts or systems not manufactured or sold by ,4FCON. AFC'ON shalt NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-A FCON products have been, or are used. 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 - ®I 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 Y2" 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. #906 Listed Restraint 3/4" thru 2" Specific ,4FCON 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 use following warranty restriction will apply. DISCLAIMER - .4 FCON 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 damagc-s of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 6/08 Tee Reducing Tee Pipe Manufactured for Viking SupplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.) s ê 009 So ~OS VIP - T Size 3/4" t Number 34PIPE Bag Qty. 240 ft 1PIPE 150 ft 1-1/4" 114PIPE 105 It 1-1/2" 112PlPE 75 It 2PIPE 601t 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" Part Number ix.i'j V5011-007 250 1" V5011-010 100 1-1/4" V5011-012 25 1-1/2" V5011-015 25 Size 3/4"x3/4"xl" iNumber V5011 R-102 i 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" V5011 R-157 5 1-1/4"xl"x1" V5011 R-158 25 1-1/4"xl"xl-1/4" V5011 R-159 5 1-1/4"xl-1/4"x3/4" V5011R-167 25 1-1/4"xl-1/4"xl" V5011 R-168 25 1-1/4"xl-1/4"x1-1/2" V5011 R-169 5 1-1/2"xl-1/4"0/4" 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 Size I Part Number I Box Qty. Tee (continued) V5011-020 2 2-1/2" V5011-025 V5011-030 1 Size I rt Number 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" V5011R-250 2 2"x2"xl-1/2" V5011 R-251 2 2-1/2"x2-1/2"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 2-1/2"x2-1/2"x2" V5011 R-292 1 3"x3"xl-1/2" V5011 R-337 1 3"x3"x2" V5011 R-338 1 3"x3"x2-1/2" V5011 R-339 1 www.vikinggroupinc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. Size Part Number 3/4" V5007-007 250 V5007-010 100 1-1/4" V5007-012 25 1-1/2" V5007-015 25 V5007-020 10 900 Elbow Standard Fittings continued from Page 1 Size Part Number •Box 450 Elbow " 3/4" V5006-007 250 450 Elbow (continued) V5006-010 100 2" V5006-020 2 V5006-012 5 2-1/2" V5006-025 1 1-1/2" V5006-015 5 3" V5006-030 1 Size Part Number I 3/4" V5035-007 Box Qty. 10 1" V5035-010 100 1-1/4" V5035-012 5 1-1/2" V5035-015 6 2" V5035-020 4 TiErr! I Box Ii11' Coupling Size 3/4" V5001-007 250 C4 1" : V5001-010 100 1-1/4" V5001-012 25 1-1/2" V5001-015 25 Size •1 I i11'j Reducing Coupling 1Ffl 1"x3/4" V5001 R-131 10 ElI 1-1/4" x 1" V5001 R-168 5 1-1/2" x 3/4" V5001 R-210 5 1-1/2" x 1" V5001 R-211 5 Size I •Part Number lT Cross (continued) 2-1/2" V5035-025 4 3" V5035-030 1 1"xl"x3/4"x3/4" V503511-131 10 Size I -1Part Number . Box iQty. Coupling (continued) 2" V5001-020 10 2-1/2" V5001-025 1 3" V5001-030 1 Size •Pail Number Box Qty. i Reducing Coupling (continued) 1-1/2"x 1-1/4" V5001 R-212 5 2" x V5001 R-249 2 2" x 1-1/2" V5001 R-251 2 Cross Bushing ci Size Part Number lx 3/4" V5018-131 Box 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 I Part Number I Box Qty. Bushing (continued) 2" x 1-1/4" V5018-250 2 x 1-1/2" V5018-251 2 2-1/2" x 1-1/4" V5018-290 1 2-1/2" x 1-1/2" V5018-291 2-1/2" x 2" V5018-292 1 3" x 2" V5018-338 1 x 2-1/2" V5018-339 1 Cap Size 3/4" Part Numberix,i,j V5017-007 250 1" V5017-010 100 1-1/4" V5017-012 S 1-1/2" V5017-015 5 Size I _Part Number I Box I.1I,j Cap (continued) V5017-020 2 2-1/2" V5017-025 1 V5017-030 1 www.vikinggroupinc.com Sprinkler Head Adapters BRASTIC° Sprinkler -j 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 cress-threading. Female Sprinkler Head Adapter with Metal _______ Size Part NumberBox Qty. Thread Insert 3/4" X 1/2" V50035B1-101 100 1" x 1/2" V5003SBI-130 50 1" x 3/4" V50035B1-131 10 L - J Spigot Female Sprinkler I __________ 1P •t Number Box Qty. Head Adapter with Metal Thread Insert 3/4" x 1/2" V500325B1-101 100 I I %P~ V_ 1" x 1/2" V50032SB1-130 50 Metal Thread Insert Sprinkler Head 90 with Size 3/4" x 1/2" Part NumberBox V500735B1-101 Qty. 100 1" x 1/2" V500735B1-130 50 1" x 3/4" V500735B1-131 10 1-1/4" x 1/2" V500735B1-166 5 Sprinkler Head Tee with Metal Thread Insert Am 1~ft Size l"xl'xl" Part Number V5012SBI-010 I Box i!wj 50 3/4"x3/4"xl/2" V50125B1-101 10 1"xl"xl/2" V5012SB1-130 50 1-1/4"xl-1/4"xl/2" V5012SB1-166 5 1-1/2"xl-1/2"xl/2" V5012 BI-209 5 2"x2"x1/2" V5012SBI-247 2 Size Part Number I Box Qty. Sprinkler Head Tee w/Metal Thread Inserts (continued) 1"0/4"xl/2" V5012RSB1-124 10 1-1/4"xl"xl/2" V5012R5B1-156 5 1-1/2"xl-1/4"xl/2" V5012R5B1-199 5 2"xl-1/2"x112" V5012RSBI-237 2 1x1/2 11 x1* V5014RSBl122* 10 *Socket x APT x Socket Sprinkler Head Back to 'ire Part Number Box Qty. Back Cross with Metal Thread Insert lxl"xl/2"xl/2" 1-1/8" V503535B15-130 I 1 1x1"x1/2"x1/2" 1-15/16" V503535B1L-130 1 Back to Back Tee with 'ia' Part Number Box Qty. Metal Threads Insert 1/2"xl/2"xl" 1-1/8" V501133SBIS-075 48 - 1/2"xl/2"xl" 1-15/16" V5011335B1L-075 48 Size Part Number I Test Plug Box Qty. 1/2" V450-005 50 U www.vikinggroupinc.com Size I Part Number i Box Qty. Standard Union (continued) V5033E-020 1 2-1/2" V5033E-025 1 V5033E-030 1 Standard Union Transition Fittings Female Adapter with Size Part Number I Box iiwj Size Part Number I Box Qty. Metal Thread Insert 3/4" V5003B1-007 10 Female Adapter w/Metal Thread Inserts (continued) (—, 1" V5003B1-010 50 1-1/2" V5003131-015 5 1-1/4" V5003Bl-012 5 2" V5003B1-020 2 Spigot Female Adapter ISize ParttNumber Box City. with Metal Thread Insert I 3/4" V50032B1-007 10 1" V50032B1-010 1 C~ Male Adapter with Size Part Number City.I Box t Size Part Number I Box Qty. Metal Thread Insert 3/4" V5004Bl-007 10 Male Adapter w/Metal Thread Inserts (continued) 1" V5004B1-010 10 1-1/2" V5004Bl-015 5 1-1/4" V5004B1-012 5 2" V5004BI-020 2 Grooved Coupling Size Part Number Box Qty.Size I PartNumber I Box1•fIS11] Adapter 1-1/4" V5001 G-012 30 Grooved Coupling Adapter (continued) 1-1/2" V5001 G-015 25 2-1/2" V5001 G-025 10 C j 2" V5001 G-020 15 3" V5001 G-030 8 Accessories Solvent Cement Size Part Number Box Qty Size Part Number Box Qty rj Quart V5097Q 12 Pint V5097P 12 Dauber Size _Part Number I Box Qty ________ Small V5093-S 100 Large V5093-L 100 Size Part Number Box Qty Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. c®us AWROVED wwwvikinggroupinc.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: Quarry Creek SR#: (Assigned upon plan submittal) PROJECT ADDRESS: CITY: Carlsbad PHONE: ( 951 ) 667-4220 (NP Mechanical, Inc.) FAX NUMBER: (951) 667 Largest Building (ft. 2 Sprinkled? Construction Type: 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): (See attached.) TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 94 PSI Hydrant Number (if applicable):New Elevation of test: 114 Feet Date/Time of Test': 'itot Tube Readin PSI Corresponding Flow: GPM Total Flow: 3,750 GPM Residual Pressure 66 PSI At peak demand, this water system is capable of providing a fire flow discharge @ 20 psi of greater than 8,000 GPM. However the velocity exceeds the maximum criteria of 10 fps. Therefore, the maximum available fire flow for this location is 3,750 GPM. Test to be performed as close as possible to the time the most conservative flows and pressures are expected 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:__________________________________________ TitIe/Org:ect Manager Date: 7/7/2017 '-3 4 w_Hydrant Pipe ZONE -330 - 446 - 580 Legend 0 Flow Test Location Road Quarry Creek - Fire Flow Analysis 12 . Dennis Grubb and Associates, LLC Assisting cities Build Safe Communities PLAN CORRECTIONS (FIRE) DGA #: C7214 Carlsbad Permit #: FPR20I 7-0258 Checked by: D. Grubb Jurisdiction: Carlsbad Applicant: NP Mechanical Phone#: 951-454-2107 Date of Review:6/30/17 Project Name: Cypress at the Preserve Project Address: Model plan 2 The plans submitted for the project referenced above have been reviewed. The following information is needed to show compliance with the 2016 California Building and Fire Codes (CBC and CFC), and other codes as adopted and amended by state regulation and the City of Carlsbad. It will be necessary to reevaluate the project after the receipt of additional information as specified below. INSTRUCTIONS Resubmit three sets of the revised plans along with one set of the original plans. Provide a written response for each correction on this correction list. You may write directly on this list, or you may provide a separate "Response List" which addresses each correction item by item. Incorporate all corrections into the blue/black line drawings; cloud or call out all corrections. Return plans to Dennis Grubb & Associates, 6550 Van Buren Blvd, Ste E, Riverside, CA. 92503 CORRECTIONS ON THE PLANS THE FOLLOWING SHALL BE PROVIDED: The water flow test report is over 12 months old. Provide a water flow report within the last 12 months. Revise hydraulic calculations accordingly. 6550 Van Buren Blvd, Ste E, Riverside, CA. 92503 (800) 975-7395 * (951)772-0007 Confidential Page 1 7/11/2017 NP Mechanical Inc. 9225 SteCoixt ste. A Camrka, CIL 92883 July 11, 2017 D. Grubb Dennis Grubb and Associates, LLC 6550 Van Buren Blvd, Ste E Riverside, CA 92503 Hello, In regards to the correction sheet you provided for Cypress at the preserve the following corrections have been made: Provided new water flow. Hydraulic calculations have been revised accordingly. (See FP2) If you have any questions feel free to call me at any time. Juan Aguirre Fire Sprinkler Engineer NP Mechanical Inc. 951-667-4220 Ext. 351 9225 Stellar Ste. A Court Corona, CA. 92883 0 T (951) 667-4220 0 F (951) 667-4216 0 www.np-mechanical.com