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Home My WebLink About3246 CANDELAS ST; ; FPR2017-0256; Permit( 1. ty of Carlsbad iuieiPer1mit -- Print Date: 05/19/2022 Job Address: 3246 CANDELAS ST, 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: FPR2017-0256 Status: Closed - Finaled Single Family Fire Sprinkl Applied: 06/22/2017 Issued: 08/22/2017 DEV2016-0060 Finaled Close Out: 03/25/2021 Final Inspection: INSPECTOR: Workman, Carisa Fieri, Dominic Project Title: CYPRESS AT THE PRESERVE Description: CYPRESS AT THE PRESERVE / MODEL / PLAN 3XC - SPRIKLER /LOT 27 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 1 760-602-8561 f I www.carlsbadca.gov NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : CYPRESS ATTHE PRESERVE Building : PLAN 3X Location : CALC AREA 1 System 1 Contract Data File PLAN3X CAl 16X16.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 1 Building - PLAN 3X System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9T_08 OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 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 26.245 Psi Required 36.010 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 Water Supply Curve C NP Mechanical CYPRESS AT THE PRESERVE Page 2 Date 5/25/17 City Water Supply: Cl - Static Pressure : C2 - Residual Pressure: C2 - Residual Flow : 84.6 59.4 3750 Demand: Dl - Elevation D2 - System Flow D2 - System Pressure Hose ( Demand) D3 - System Demand Safety Margin : 12.127 : 26.245 : 66.234 : 5 : 31.245 : 18.364 150 140 130 p120 R 11 ell E10° s 90 - - S 80 70 U - C2 R 60 D3 - E5° 40 30 -Dl— 20 - 10 :,tt.t.J 400 800 1200 1600 2000 2400 FLOW ( N" 1.85) .Jt t*. _. 2800 3200 3600 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 -1¼ 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 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 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 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 ATTHE PRESERVE Date 5/25/17 Node No. Elevation KFact Pt Actual Pn Flow Density Actual Area Press Req. Hi 9.0 4.9 7.04 na 13.0 0.05 256 7.039 H2 9.0 4.9 7.31 na 13.24 0.05 256 7.0 H3 19.0 12.87 na H4 19.0 13.04 na H5 19.0 13.88 na H6 28.5 12.09 na H7 28.5 12.09 na Dl 10.0 7.36 na D2 10.0 7.65 na 1 10.0 8.28 na 2 20.0 9.84 na 3 20.0 11.34 na D3 20.0 12.43 na 4 20.0 12.43 na 5 20.0 13.84 na 6 20.0 16.17 na 7 20.0 17.2 na 8 20.0 15.78 na 9 20.0 13.86 na D5 20.0 13.45 na 10 20.0 13.45 na D4 20.0 12.61 na 11 20.0 12.61 na D7 29.5 11.66 na 13 29.5 11.66 na 14 29.5 11.66 na 16 29.5 11.66 na 15 29.5 11.66 na D6 29.5 11.66 na 17 10.0 23.44 na TA 10.0 26.56 na BR 2.0 36.01 na 5.0 X 2.0 37.1 na EL -3.0 40.46 na Ml -3.0 46.47 na M2 -3.0 50.69 na CM -3.0 59.3 na 100 -3.0 59.3 na 101 -3.0 59.3 na 102 -3.0 59.3 na 103 -3.0 59.3 na 104 -3.0 59.3 na FT -19.0 66.23 na The maximum velocity is 14.03 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 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 13.24 0.874 N 7.0 1.000 7.306 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D2 13.24 0.0978 0.0 8.000 0.782 Vel = 7.08 0.0 13.24 7.655 K Factor = 4.79 H3 0.0 0.874 N 7.0 1.000 12.867 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 12.434 K Factor = 0 H4 0.0 0.874 N 7.0 1.000 13.042 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 12.609 K Factor =0 H5 0.0 0.874 N 7.0 1.000 13.879 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 13.446 K Factor = 0 H6 0.0 0.874 N 7.0 1.000 12.094 to 150.0 0.0 7.000 -0.433 D6 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 11.661 K Factor =0 H7 0.0 0.874 N 7.0 1.000 12.094 to 150.0 0.0 7.000 -0.433 D7 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 11.661 K Factor =0 Dl 13.00 0.874 0 3.0 6.750 7.361 to 150.0 0.0 3.000 0.0 1 13.0 0.0945 0.0 9.750 0.921 Vel = 6.95 0.0 13.00 8.282 K Factor = 4.52 D2 13.24 0.874 R 1.0 5.417 7.655 to 150.0 0.0 1.000 0.0 1 13.24 0.0977 0.0 6.417 0.627 Vel = 7.08 1 13.00 0.874 N 7.0 10.000 8.282 to 150.0 0.0 7.000 -4.331 2 26.24 0.3463 0.0 17.000 5.887 Vel = 14.03 2 0.0 0.874 0 3.0 1.333 9.838 to 150.0 0.0 3.000 0.0 3 26.24 0.3462 0.0 4.333 1.500 Vel = 14.03 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 3 -14.49 0.874 0 3.0 10.000 11.338 to 150.0 R 1.0 4.000 0.0 4 11.75 0.0783 0.0 14.000 1.096 VeI= 6.28 0.0 11.75 12.434 K Factor = 3.33 D3 0.0 0.874 N 7.0 6.167 12.434 to 150.0 0 3.0 10.000 0.0 4 0.0 0.0 0.0 16.167 0.0 Vel = 0 4 11.75 0.874 R 1.0 10.000 12.434 to 150.0 N 7.0 8.000 0.0 5 11.75 0.0782 0.0 18.000 1.408 Vel = 6.28 5 0.0 0.874 3R 3.0 23.750 13.842 to 150.0 0 3.0 6.000 0.0 6 11.75 0.0783 0.0 29.750 2.328 Vel = 6.28 6 14.49 1.101 N 7.0 2.167 16.170 to 150.0 0.0 7.000 0.0 7 26.24 0.1126 0.0 9.167 1.032 VeI= 8.84 7 0.0 1.101 N 7.0 10.000 17.202 to 150.0 0.0 7.000 4.331 17 26.24 0.1125 0.0 17.000 1.912 VeI= 8.84 0.0 26.24 23.445 K Factor = 5.42 6 -14.50 0.874 R 1.0 2.417 16.170 to 150.0 0.0 1.000 0.0 8 -14.5 -0.1153 0.0 3.417 -0.394 Vel = 7.75 8 0.0 0.874 2R 2.0 11.583 15.776 to 150.0 0 3.0 5.000 0.0 9 -14.5 -0.1155 0.0 16.583 -1.916 Vel= 7.75 9 0.0 0.874 R 1.0 2.583 13.860 to 150.0 0.0 1.000 0.0 10 -14.5 -0.1155 0.0 3.583 -0.414 Vel= 7.75 0.0 -14.50 13.446 K Factor = -3.95 D5 0.0 0.874 0 3.0 2.667 13.446 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 5.667 0.0 Vel = 0 10 -14.50 0.874 R 1.0 6.250 13.446 to 150.0 0.0 1.000 0.0 11 -14.5 -0.1154 0.0 7.250 -0.837 Vel= 7.75 0.0 -14.50 12.609 K Factor = -4.08 D4 0.0 0.874 0 3.0 2.667 12.609 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.667 0.0 Vel = 0 11 -14.50 0.874 2R 2.0 9.000 12.609 to 150.0 0.0 2.000 0.0 3 -14.5 -0.1155 0.0 11.000 -1.271 Vel = 7.75 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 Ftng's Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -14.50 11.338 K Factor = -4.31 D7 0.0 0.874 0 3.0 8.583 11.661 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 11.583 0.0 Vel = 0 13 0.0 0.874 R 1.0 15.167 11.661 to 150.0 0 3.0 4.000 0.0 14 0.0 0.0 0.0 19.167 0.0 Vel =0 14 0.0 0.874 N 7.0 8.333 11.661 to 150.0 0.0 7.000 0.0 15 0.0 0.0 0.0 15.333 0.0 Vel = 0 0.0 0.0 11.661 K Factor =0 14 0.0 0.874 N 7.0 1.000 11.661 to 150.0 0.0 7.000 0.0 16 0.0 0.0 0.0 8.000 0.0 Vel = 0 16 0.0 0.874 0 3.0 9.500 11.661 to 150.0 0.0 3.000 4.114 8 0.0 0.0001 0.0 12.500 0.001 Vel = 0 0.0 0.0 15.776 K Factor = 0 15 0.0 0.874 2R 2.0 15.083 11.661 to 150.0 0.0 2.000 0.0 D6 0.0 0.0 0.0 17.083 0.0 Vel = 0 D6 0.0 0.874 N 7.0 8.750 11.661 to 150.0 0 3.0 10.000 0.0 13 0.0 0.0 0.0 18.750 0.0 Vel = 0 0.0 0.0 11.661 K Factor =0 17 26.24 1.101 R 1.0 12.667 23.445 to 150.0 2N 14.0 15.000 0.0 TR 26.24 0.1125 0.0 27.667 3.112 Vel = 8.84 0.0 26.24 26.557 K Factor = 5.09 TR 26.24 1.101 2R 2.0 8.000 26.557 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.24 0.1125 Fsp 0.0 26.562 2.988 VeI= 8.84 N 7.0 BR 5.00 1.101 0 5.0 2.000 36.010 Qa=5 to 150.0 0.0 5.000 0.0 X 31.24 0.1553 0.0 7.000 1.087 Vel = 10.53 X 0.0 1.244 N 9.0 5.000 37.097 to 150.0 0.0 9.000 2.166 EL 31.24 0.0856 0.0 14.000 1.199 Vel = 8.25 EL 0.0 1.244 3E 5.164 65.000 40.462 to 150.0 0.0 5.164 0.0 Ml 31.24 0.0857 0.0 70.164 6.012 Vel = 8.25 Ml 0.0 1.025 0.0 1.000 46.474 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.24 0.2200 0.0 1.000 0.220 Vel = 12.15 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. Oa Dia. Fitting Pipe Pt Pt Ref. C or Ftngs Pe Pv Notes Point Ot Pf/Ft Eqv. Ln. Total Pf Pn M2 0.0 0.995 T 5.841 28.000 50.694 to 150.0 0.0 5.841 0.0 CM 31.24 0.2543 0.0 33.841 8.605 Vel = 12.89 CM -14.11 7.98 3F 40.774 324.000 59.299 to 150.0 T 52.855 93.629 0.0 100 17.13 0.0 0.0 417.629 0.002 Vel= 0.11 100 0.88 7.98 1 52.855 295.000 59.301 to 150.0 0.0 52.855 0.0 101 18.01 0.0 0.0 347.855 0.001 Vel = 0.12 0.0 18.01 59.302 K Factor = 2.34 100 -0.87 7.98 2T 105.71 381.000 59.301 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 58.002 K Factor = -0.1 1 101 18.01 11.65 F 17.441 175.000 59.302 to 150.0 1 80.498 97.939 0.0 102 18.01 0.0 0.0 272.939 0.0 Vel = 0.05 102 -31.25 11.65 F 17.441 532.000 59.302 to 150.0 T 80.498 97.939 0.0 103 -13.24 0.0 0.0 629.939 0.0 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 59.302 to 150.0 0.0 52.855 0.0 104 -13.24 0.0 0.0 594.855 -0.001 Vet = 0.08 104 14.11 11.65 T 80.498 207.000 59.301 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 58.002 K Factor = 0.11 104 -14.11 7.98 T 52.855 542.000 59.301 to 150.0 0.0 52.855 0.0 CM -14.11 0.0 0.0 594.855 -0.002 Vel = 0.09 0.0 -14.11 59.299 K Factor= -1.83 102 31.24 11.65 3T 241.494 1439.000 59.302 to 150.0 0.0 241.494 6.930 FT 31.24 0.0 0.0 1680.494 0.002 Vel = 0.09 0.0 31.24 66.234 K Factor = 3.84 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 3X Location : CALC AREA 2 System : 1 Contract Data File : PLAN3X CA2 20X20.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 2 Building - PLAN 3X 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 9'-0" S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)l ( )2 ( )4 S )Other T )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 Deluge ( ) PreAction E Domestic Flow Added - 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 40.620 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 Water Supply Curve C NP Mechanical Page 2 CYPRESS ATTHE PRESERVE Date 5/25/17 City Water Supp.!y: 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 : 65.076 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 19.524 150 140 130 p120 R11° E10° 90 C1 80 -02- U 70 - ____ ______ _______ _________ __________ C2 ____________ --_ R 60 E5° 40 30 20 Dl '1• .I I I 10 I I I I 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N " 1.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 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 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP Mechanical Page 4 CYPRESS ATTHE PRESERVE Date 5/25/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 9.0 26.86 na H2 9.0 26.86 na H3 19.0 4.9 16.7 na 20.02 0.05 400 16.7 H4 19.0 23.12 na H5 19.0 23.51 na H6 28.5 20.48 na H7 28.5 20.48 na Dl 10.0 26.42 na D2 10.0 26.42 na 1 10.0 26.42 na 2 20.0 22.09 na 3 20.0 22.09 na D3 20.0 17.95 na 4 20.0 21.34 na 5 20.0 22.47 na 6 20.0 24.34 na 7 20.0 24.97 na 8 20.0 24.16 na 9 20.0 23.27 na D5 20.0 23.07 na 10 20.0 23.07 na D4 20.0 22.68 na 11 20.0 22.68 na D7 29.5 20.04 na 13 29.5 20.04 na 14 29.5 20.04 na 16 29.5 20.04 na 15 29.5 20.04 na D6 29.5 20.04 na 17 10.0 30.46 na TA 10.0 32.34 na BR 2.0 40.62 na 5.0 X 2.0 41.34 na EL -3.0 44.3 na Ml -3.0 48.29 na M2 -3.0 52.44 na CM -3.0 58.14 na 100 -3.0 58.14 na 101 -3.0 58.14 na 102 -3.0 58.14 na 103 -3.0 58.14 na 104 -3.0 58.14 na FT -19.0 65.08 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 Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn Hi 0.0 0.874 N 7.0 1.000 26.857 to 150.0 0.0 7.000 -0.433 Di 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 26.424 K Factor =0 H2 0.0 0.874 N 7.0 1.000 26.857 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 26.424 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 23.118 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 22.684 K Factor =0 H5 0.0 0.874 N 7.0 1.000 23.507 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 23.074 K Factor = 0 H6 0.0 0.874 N 7.0 1.000 20.477 to 150.0 0.0 7.000 -0.433 D6 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 20.044 K Factor = 0 H7 0.0 0.874 N 7.0 1.000 20.477 to 150.0 0.0 7.000 -0.433 D7 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 20.044 K Factor =0 Dl 0.0 0.874 0 3.0 6.750 26.424 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 9.750 0.0 Vel = 0 0.0 0.0 26.424 K Factor = 0 D2 0.0 0.874 R 1.0 5.417 26.424 to 150.0 0.0 1.000 0.0 1 0.0 0.0 0.0 6.417 0.0 Vet = 0 1 0.0 0.874 N 7.0 10.000 26.424 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 1.333 22.093 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 4.333 0.0 Vet = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical CYPRESS AT THE PRESERVE Page 6 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 3 -9.59 0.874 0 3.0 10.000 22.093 to 150.0 R 1.0 4.000 0.0 4 -9.59 -0.0538 0.0 14.000 -0.753 Vel = 5.13 0.0 -9.59 21.340 K Factor = -2.08 D3 20.02 0.874 N 7.0 6.167 17.946 to 150.0 0 3.0 10.000 0.0 4 20.02 0.2099 0.0 16.167 3.394 Vel = 10.71 4 -9.58 0.874 R 1.0 10.000 21.340 to 150.0 N 7.0 8.000 0.0 5 10.44 0.0629 0.0 18.000 1.132 Vel= 5.58 5 0.0 0.874 3R 3.0 23.750 22.472 to 150.0 0 3.0 6.000 0.0 6 10.44 0.0629 0.0 29.750 1.870 Vel = 5.58 6 9.58 1.101 N 7.0 2.167 24.342 to 150.0 0.0 7.000 0.0 7 20.02 0.0682 0.0 9.167 0.625 Vel = 6.75 7 0.0 1.101 N 7.0 10.000 24.967 to 150.0 0.0 7.000 4.331 17 20.02 0.0682 0.0 17.000 1.160 Vel = 6.75 0.0 20.02 30.458 K Factor = 3.63 6 -9.59 0.874 R 1.0 2.417 24.342 to 150.0 0.0 1.000 0.0 8 -9.59 -0.0536 0.0 3.417 -0.183 Vel = 5.13 8 0.0 0.874 2R 2.0 11.583 24.159 to 150.0 0 3.0 5.000 0.0 9 -9.59 -0.0538 0.0 16.583 -0.892 Vel = 5.13 9 0.0 0.874 R 1.0 2.583 23.267 to 150.0 0.0 1.000 0.0 10 -9.59 -0.0539 0.0 3.583 -0.193 Vel = 5.13 0.0 -9.59 23.074 K Factor = -2.00 D5 0.0 0.874 0 3.0 2.667 23.074 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 5.667 0.0 Vel = 0 10 -9.59 0.874 R 1.0 6.250 23.074 to 150.0 0.0 1.000 0.0 11 -9.59 -0.0538 0.0 7.250 -0.390 Vel = 5.13 0.0 -9.59 22.684 K Factor = -2.01 D4 0.0 0.874 0 3.0 2.667 22.684 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.667 0.0 Vel = 0 11 -9.59 0.874 2R 2.0 9.000 22.684 to 150.0 0.0 2.000 0.0 3 -9.59 -0.0537 0.0 11.000 -0.591 Vel = 5.13 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical CYPRESS ATTHE PRESERVE Page 7 Date 5/25/17 Hyd. Ref. Qa Dia. "C" Fitting or Pipe Ftngs Pt Pt Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn -9.59 22.093 K Factor = -2.04 D7 0.0 0.874 0 3.0 8.583 20.044 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 11.583 0.0 Vel = 0 13 0.0 0.874 R 1.0 15.167 20.044 to 150.0 0 3.0 4.000 0.0 14 0.0 0.0 0.0 19.167 0.0 Vet = 0 14 0.0 0.874 N 7.0 8.333 20.044 to 150.0 0.0 7.000 0.0 15 0.0 0.0 0.0 15.333 0.0 Vet = 0 0.0 0.0 20.044 K Factor =0 14 0.0 0.874 N 7.0 1.000 20.044 to 150.0 0.0 7.000 0.0 16 0.0 0.0 0.0 8.000 0.0 Vel = 0 16 0.0 0.874 0 3.0 9.500 20.044 to 150.0 0.0 3.000 4.114 8 0.0 0.0001 0.0 12.500 0.001 Vel = 0 0.0 0.0 24.159 K Factor =0 15 0.0 0.874 2R 2.0 15.083 20.044 to 150.0 0.0 2.000 0.0 D6 0.0 0.0 0.0 17.083 0.0 Vel = 0 D6 0.0 0.874 N 7.0 8.750 20.044 to 150.0 0 3.0 10.000 0.0 13 0.0 0.0 0.0 18.750 0.0 Vel = 0 0.0 0.0 20.044 K Factor = 0 17 20.02 1.101 R 1.0 12.667 30.458 to 150.0 2N 14.0 15.000 0.0 TR 20.02 0.0682 0.0 27.667 1.886 Vet = 6.75 0.0 20.02 32.344 K Factor = 3.52 TR 20.02 1.101 2R 2.0 8.000 32.344 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 Vel = 6.75 N 7.0 BR 5.00 1.101 0 5.0 2.000 40.620 Qa=5 to 150.0 0.0 5.000 0.0 X 25.02 0.1031 0.0 7.000 0.722 Vel = 8.43 X 0.0 1.244 N 9.0 5.000 41.342 to 150.0 0.0 9.000 2.166 EL 25.02 0.0568 0.0 14.000 0.795 Vel = 6.60 EL 0.0 1.244 3E 5.164 65.000 44.303 to 150.0 0.0 5.164 0.0 Ml 25.02 0.0568 0.0 70.164 3.987 Vet = 6.60 Ml 0.0 1.025 0.0 1.000 48.290 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 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. .1c"or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M2 0.0 0.995 T 5.841 28.000 52.436 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 33.841 5.706 Vel = 10.32 CM -11.30 7.98 3F 40.774 324.000 58.142 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 58.143 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 58.144 K Factor = 1.89 100 -0.70 7.98 21 105.71 381.000 58.143 to 150.0 0.0 105.710 -1.299 105 -0.7 0.0 0.0 486.710 0.0 Vel = 0 0.0 -0.70 56.844 K Factor = -0.09 101 14.42 11.65 F 17.441 175.000 58.144 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 58.144 to 150.0 1 80.498 97.939 0.0 103 -10.6 0.0 0.0 629.939 0.0 Vel = 0.03 103 0.0 7.98 T 52.855 542.000 58.144 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 1 80.498 207.000 58.143 to 150.0 0.0 80.498 -1.299 105 0.7 0.0 0.0 287.498 0.0 Vel = 0 0.0 0.70 56.844 K Factor = 0.09 104 -11.30 7.98 1 52.855 542.000 58.143 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 58.142 KFactor= -1.48 102 25.02 11.65 31 241.494 1439.000 58.144 to 150.0 0.0 241.494 6.930 FT 25.02 0.0 0.0 1680.494 0.002 Vel = 0.08 0.0 25.02 65.076 K Factor = 3.10 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 ATTHE PRESERVE Building : PLAN 3X Location : CALC AREA 3 System : 1 Contract Data File : PLAN3X CA3 16X16.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 3 Building - PLAN 3X 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: ( )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 26.055 Psi Required 31.267 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 AT THE PRESERVE Date 5/25/17 City Water Suppiy: Demand: Cl -Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 59.4 D2 - System Flow : 26.055 C2 - Residual Flow : 3750 D2 - System Pressure : 61.300 Hose ( Demand) : 5 D3 - System Demand : 31.055 Safety Margin : 23.299 150 140 130 p120 R 11 E10° 90 --Cl- -_ 80 U 70 R 60 D31 -D2 C2 - E 50 40 30 20 El 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 AT THE 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 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 0 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 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 17 22 20 27 25 32 30 45 35 55 50 65 60 71 81 91 101 121 T NFPA139O' Flow thruTee 3 4 5 6 8 10 12 15 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP Mechanical Page 4 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 13.21 na H2 9.0 13.21 na H3 19.0 9.58 na H4 19.0 4.9 7.04 na 13.0 0.05 256 7.039 H5 19.0 4.9 7.1 na 13.05 0.05 256 7.0 H6 28.5 7.35 na H7 28.5 7.35 na Di 10.0 12.78 na D2 10.0 12.78 na 1 10.0 12.78 na 2 20.0 8.45 na 3 20.0 8.45 na D3 20.0 9.15 na 4 20.0 9.15 na 5 20.0 10.06 na 6 20.0 11.55 na 7 20.0 12.57 na 8 20.0 11.03 na 9 20.0 8.51 na D5 20.0 7.43 na 10 20.0 7.97 na D4 20.0 7.36 na 11 20.0 7.9 na D7 29.5 6.92 na 13 29.5 6.92 na 14 29.5 6.92 na 16 29.5 6.92 na 15 29.5 6.92 na D6 29.5 6.92 na 17 10.0 18.78 na TR 10.0 21.85 na BR 2.0 31.27 na 5.0 X 2.0 32.34 na EL -3.0 35.69 na Ml -3.0 41.64 na M2 -3.0 45.86 na CM -3.0 54.36 na 100 -3.0 54.37 na 101 -3.0 54.37 na 102 -3.0 54.37 na 103 -3.0 54.37 na 104 -3.0 54.37 na FT -19.0 61.3 na The maximum velocity is 12.81 and it occurs in the pipe between nodes M2 and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 13.213 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 12.780 K Factor =0 H2 0.0 0.874 N 7.0 1.000 13.213 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 12.780 K Factor =0 H3 0.0 0.874 N 7.0 1.000 9.584 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 9.151 K Factor =0 H4 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H5 13.05 0.874 N 7.0 1.000 7.098 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D5 13.05 0.0951 0.0 8.000 0.761 Vel = 6.98 0.0 13.05 7.426 K Factor = 4.79 H6 0.0 0.874 N 7.0 1.000 7.348 to 150.0 0.0 7.000 -0.433 D6 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 6.915 K Factor = 0 H7 0.0 0.874 N 7.0 1.000 7.348 to 150.0 0.0 7.000 -0.433 D7 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 6.915 K Factor =0 Dl 0.0 0.874 0 3.0 6.750 12.780 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 9.750 0.0 Vel = 0 0.0 0.0 12.780 K Factor =0 D2 0.0 0.874 R 1.0 5.417 12.780 to 150.0 0.0 1.000 0.0 1 0.0 0.0 0.0 6.417 0.0 Vel = 0 1 0.0 0.874 N 7.0 10.000 12.780 to 150.0 0.0 7.000 -4.331 2 0.0 -0.0001 0.0 17.000 -0.001 Vet = 0 2 0.0 0.874 0 3.0 1.333 8.448 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 4.333 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. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 3 9.24 0.874 0 3.0 10.000 8.448 to 150.0 R 1.0 4.000 0.0 4 9.24 0.0502 0.0 14.000 0.703 Vel = 4.94 0.0 9.24 9.151 K Factor= 3.05 D3 0.0 0.874 N 7.0 6.167 9.151 to 150.0 0 3.0 10.000 0.0 4 0.0 0.0 0.0 16.167 0.0 Vel = 0 4 9.24 0.874 R 1.0 10.000 9.151 to 150.0 N 7.0 8.000 0.0 5 9.24 0.0502 0.0 18.000 0.904 Vel = 4.94 5 0.0 0.874 3R 3.0 23.750 10.055 to 150.0 0 3.0 6.000 0.0 6 9.24 0.0502 0.0 29.750 1.494 Vel = 4.94 6 16.81 1.101 N 7.0 2.167 11.549 to 150.0 0.0 7.000 0.0 7 26.05 0.1109 0.0 9.167 1.017 Vel = 8.78 7 0.0 1.101 N 7.0 10.000 12.566 to 150.0 0.0 7.000 4.331 17 26.05 0.1110 0.0 17.000 1.887 Vel = 8.78 0.0 26.05 18.784 K Factor = 6.01 6 -16.81 0.874 R 1.0 2.417 11.549 to 150.0 0.0 1.000 0.0 8 -16.81 -0.1519 0.0 3.417 -0.519 Vel = 8.99 8 0.0 0.874 2R 2.0 11.583 11.030 to 150.0 0 3.0 5.000 0.0 9 -16.81 -0.1520 0.0 16.583 -2.520 Vel = 8.99 9 0.0 0.874 R 1.0 2.583 8.510 to 150.0 0.0 1.000 0.0 10 -16.81 -0.1521 0.0 3.583 -0.545 Vel = 8.99 0.0 -16.81 7.965 K Factor = -5.96 D5 13.05 0.874 0 3.0 2.667 7.426 to 150.0 0.0 3.000 0.0 10 13.05 0.0951 0.0 5.667 0.539 Vel = 6.98 10 -16.81 0.874 R 1.0 6.250 7.965 to 150.0 0.0 1.000 0.0 11 -3.76 -0.0095 0.0 7.250 -0.069 Vel = 2.01 0.0 -3.76 7.896 K Factor = -1.34 D4 13.00 0.874 0 3.0 2.667 7.361 to 150.0 0.0 3.000 0.0 11 13.0 0.0944 0.0 5.667 0.535 Vel = 6.95 11 -3.76 0.874 2R 2.0 9.000 7.896 to 150.0 0.0 2.000 0.0 3 9.24 0.0502 0.0 11.000 0.552 Vel = 4.94 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. I.C1,or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9.24 8.448 K Factor = 3.18 D7 0.0 0.874 0 3.0 8.583 6.915 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 11.583 0.0 Vel = 0 13 0.0 0.874 R 1.0 15.167 6.915 to 150.0 0 3.0 4.000 0.0 14 0.0 0.0 0.0 19.167 0.0 Vel = 0 14 0.0 0.874 N 7.0 8.333 6.915 to 150.0 0.0 7.000 0.0 15 0.0 0.0 0.0 15.333 0.0 Vet = 0 0.0 0.0 6.915 K Factor = 0 14 0.0 0.874 N 7.0 1.000 6.915 to 150.0 0.0 7.000 0.0 16 0.0 0.0 0.0 8.000 0.0 Vet = 0 16 0.0 0.874 0 3.0 9.500 6.915 to 150.0 0.0 3.000 4.114 8 0.0 0.0001 0.0 12.500 0.001 Vet = 0 0.0 0.0 11.030 K Factor =0 15 0.0 0.874 2R 2.0 15.083 6.915 to 150.0 0.0 2.000 0.0 D6 0.0 0.0 0.0 17.083 0.0 Vet = 0 D6 0.0 0.874 N 7.0 8.750 6.915 to 150.0 0 3.0 10.000 0.0 13 0.0 0.0 0.0 18.750 0.0 Vet = 0 0.0 0.0 6.915 K Factor =0 17 26.05 1.101 R 1.0 12.667 18.784 to 150.0 2N 14.0 15.000 0.0 TR 26.05 0.1110 0.0 27.667 3.070 Vel = 8.78 0.0 26.05 21.854 K Factor = 5.57 TR 26.05 1.101 2R 2.0 8.000 21.854 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.05 0.1110 Fsp 0.0 26.562 2.948 Vel= 8.78 N 7.0 BR 5.00 1.101 0 5.0 2.000 31.267 Qa=5 to 150.0 0.0 5.000 0.0 X 31.05 0.1536 0.0 7.000 1.075 Vel= 10.46 X 0.0 1.244 N 9.0 5.000 32.342 to 150.0 0.0 9.000 2.166 EL 31.05 0.0847 0.0 14.000 1.186 Vel= 8.20 EL 0.0 1.244 3E 5.164 65.000 35.694 to 150.0 0.0 5.164 0.0 Ml 31.05 0.0847 0.0 70.164 5.945 Vel= 8.20 Ml 0.0 1.025 0.0 1.000 41.639 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.05 0.2170 0.0 1.000 0.217 Vel = 12.07 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. Oa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn M2 0.0 0.995 1 5.841 28.000 45.856 to 150.0 0.0 5.841 0.0 CM 31.05 0.2514 0.0 33.841 8.509 Vel = 12.81 CM -14.02 7.98 3F 40.774 324.000 54.365 to 150.0 T 52.855 93.629 0.0 100 17.03 0.0 0.0 417.629 0.001 Vel = 0.11 100 0.87 7.98 T 52.855 295.000 54.366 to 150.0 0.0 52.855 0.0 101 17.9 0.0 0.0 347.855 0.001 Vel = 0.11 0.0 17.90 54.367 K Factor = 2.43 100 -0.87 7.98 2T 105.71 381.000 54.366 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 53.067 K Factor = -0.12 101 17.90 11.65 F 17.441 175.000 54.367 to 150.0 T 80.498 97.939 0.0 102 17.9 0.0 0.0 272.939 0.001 Vel = 0.05 102 -31.06 11.65 F 17.441 532.000 54.368 to 150.0 T 80.498 97.939 0.0 103 -13.16 0.0 0.0 629.939 -0.001 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 54.367 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 54.366 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 53.067 K Factor = 0.12 104 -14.03 7.98 T 52.855 542.000 54.366 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 54.365 K Factor = -1.90 102 31.05 11.65 3T 241.494 1439.000 54.368 to 150.0 0.0 241.494 6.930 FT 31.05 0.0 0.0 1680.494 0.002 Vel = 0.09 0.0 31.05 61.300 K Factor = 3.97 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 3X Location : CALC AREA 4 System : 1 Contract Data File : PLAN3X CA4 16X16.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 4 Building - PLAN 3X 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 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 26.836 Psi Required 43.543 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 Water Supply Curve C NP Mechanical CYPRESS AT THE PRESERVE City Water Supply: Cl - Static Pressure : 84.6 C2 - Residual Pressure: 59.4 C2 - Residual Flow : 3750 Page 2 Date 5/25/17 Demand: Dl - Elevation : 20.572 D2 - System Flow : 26.836 D2 - System Pressure : 74.373 Hose ( Demand) : 5 D3 - System Demand : 31.836 Safety Margin : 10.224 150 140 130 p120 R0 E10° 590 Cl 80 - D7 U 70 D3 C2 R 60 E5° 40 30 20 --:j- 10 I 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 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 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 0 0 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 20 27 25 32 30 45 35 55 50 65 60 71 81 91 101 121 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hi 9.0 27.51 na H2 9.0 27.51 na H3 19.0 23.31 na H4 19.0 23.08 na H5 19.0 23.01 na H6 28.5 4.9 7.97 na H7 28.5 4.9 7.04 na Dl 10.0 27.08 na D2 10.0 27.08 na 1 10.0 27.08 na 2 20.0 22.75 na 3 20.0 22.75 na D3 20.0 22.88 na 4 20.0 22.88 na 5 20.0 23.05 na 6 20.0 23.32 na 7 20.0 24.4 na 8 20.0 22.39 na 9 20.0 22.54 na D5 20.0 22.58 na 10 20.0 22.58 na D4 20.0 22.64 na 11 20.0 22.64 na D7 29.5 7.36 na 13 29.5 8.45 na 14 29.5 10.88 na 16 29.5 13.76 na 15 29.5 9.7 na D6 29.5 8.39 na 17 10.0 30.72 na TR 10.0 33.96 na BR 2.0 43.54 na X 2.0 44.67 na EL -3.0 48.08 na Ml -3.0 54.3 na M2 -3.0 58.53 na CM -3.0 67.44 na 100 -3.0 67.44 na 101 -3.0 67.44 na 102 -3.0 67.44 na 103 -3.0 67.44 na 104 -3.0 67.44 na FT -19.0 74.37 na 13.84 0.05 256 7.0 13.0 0.05 256 7.039 5.0 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 Rn. The maximum velocity is 14.35 and it occurs in the pipe between nodes 14 and 16 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 PfIFt Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 27.510 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 27.077 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 27.510 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 27.077 K Factor = 0 H3 0.0 0.874 N 7.0 1.000 23.310 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 22.877 K Factor = 0 H4 0.0 0.874 N 7.0 1.000 23.077 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 22.644 K Factor =0 H5 0.0 0.874 N 7.0 1.000 23.009 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 22.576 K Factor = 0 H6 13.84 0.874 N 7.0 1.000 7.973 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D6 13.84 0.1060 0.0 8.000 0.848 Vel = 7.40 0.0 13.84 8.388 K Factor = 4.78 H7 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D7 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 Di 0.0 0.874 0 3.0 6.750 27.077 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 9.750 0.0 Vel = 0 0.0 0.0 27.077 K Factor = 0 D2 0.0 0.874 R 1.0 5.417 27.077 to 150.0 0.0 1.000 0.0 1 0.0 0.0 0.0 6.417 0.0 Vel = 0 1 0.0 0.874 N 7.0 10.000 27.077 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 1.333 22.746 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 4.333 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. Qa Dia. Fitting Pipe Pt Pt Ref. "0" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 3 3.72 0.874 0 3.0 10.000 22.746 to 150.0 R 1.0 4.000 0.0 4 3.72 0.0094 0.0 14.000 0.131 Vel= 1.99 0.0 3.72 22.877 K Factor = 0.78 D3 0.0 0.874 N 7.0 6.167 22.877 to 150.0 0 3.0 10.000 0.0 4 0.0 0.0 0.0 16.167 0.0 Vel = 0 4 3.72 0.874 R 1.0 10.000 22.877 to 150.0 N 7.0 8.000 0.0 5 3.72 0.0093 0.0 18.000 0.168 Vel = 1.99 5 0.0 0.874 3R 3.0 23.750 23.045 to 150.0 0 3.0 6.000 0.0 6 3.72 0.0093 0.0 29.750 0.278 Vel = 1.99 6 23.12 1.101 N 7.0 2.167 23.323 to 150.0 0.0 7.000 0.0 7 26.84 0.1173 0.0 9.167 1.075 Vel = 9.04 7 0.0 1.101 N 7.0 10.000 24.398 to 150.0 0.0 7.000 4.331 17 26.84 0.1172 0.0 17.000 1.992 Vel= 9.04 0.0 26.84 30.721 K Factor = 4.84 6 -23.11 0.874 R 1.0 2.417 23.323 to 150.0 0.0 1.000 0.0 8 -23.11 -0.2736 0.0 3.417 -0.935 Vel = 12.36 8 26.83 0.874 2R 2.0 11.583 22.388 to 150.0 0 3.0 5.000 0.0 9 3.72 0.0093 0.0 16.583 0.154 Vel= 1.99 9 0.0 0.874 R 1.0 2.583 22.542 to 150.0 0.0 1.000 0.0 10 3.72 0.0095 0.0 3.583 0.034 Vel = 1.99 0.0 3.72 22.576 K Factor = 0.78 D5 0.0 0.874 0 3.0 2.667 22.576 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 5.667 0.0 Vel = 0 10 3.72 0.874 R 1.0 6.250 22.576 to 150.0 0.0 1.000 0.0 11 3.72 0.0094 0.0 7.250 0.068 Vel = 1.99 0.0 3.72 22.644 K Factor = 0.78 D4 0.0 0.874 0 3.0 2.667 22.644 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.667 0.0 Vel = 0 11 3.72 0.874 2R 2.0 9.000 22.644 to 150.0 0.0 2.000 0.0 3.72 0.0093 0.0 11.000 0.102 Vel= 1.99 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 3.72 22.746 K Factor = 0.78 D7 13.00 0.874 0 3.0 8.583 7.361 to 150.0 0.0 3.000 0.0 13 13.0 0.0944 0.0 11.583 1.094 Vel= 6.95 13 2.21 0.874 R 1.0 15.167 8.455 to 150.0 0 3.0 4.000 0.0 14 15.21 0.1263 0.0 19.167 2.420 Vel = 8.13 14 -26.83 0.874 N 7.0 8.333 10.875 to 150.0 0.0 7.000 0.0 15 -11.62 -0.0767 0.0 15.333 -1.176 Vel = 6.21 0.0 -11.62 9.699 K Factor = -3.73 14 26.84 0.874 N 7.0 1.000 10.875 to 150.0 0.0 7.000 0.0 16 26.84 0.3609 0.0 8.000 2.887 Vel = 14.35 16 0.0 0.874 0 3.0 9.500 13.762 to 150.0 0.0 3.000 4.114 8 26.84 0.3610 0.0 12.500 4.512 Vel = 14.35 0.0 26.84 22.388 K Factor = 5.67 15 -11.62 0.874 2R 2.0 15.083 9.699 to 150.0 0.0 2.000 0.0 D6 -11.62 -0.0767 0.0 17.083 -1.311 Vel= 6.21 D6 13.83 0.874 N 7.0 8.750 8.388 to 150.0 0 3.0 10.000 0.0 13 2.21 0.0036 0.0 18.750 0.067 Vel= 1.18 0.0 2.21 8.455 K Factor = 0.76 17 26.84 1.101 R 1.0 12.667 30.721 to 150.0 2N 14.0 15.000 0.0 TR 26.84 0.1172 0.0 27.667 3.243 Vel= 9.04 0.0 26.84 33.964 K Factor = 4.61 TR 26.84 1.101 2R 2.0 8.000 33.964 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.84 0.1172 Fsp 0.0 26.562 3.114 Vel = 9.04 N 7.0 BR 5.00 1.101 0 5.0 2.000 43.543 Qa = 5 to 150.0 0.0 5.000 0.0 X 31.84 0.1607 0.0 7.000 1.125 Vel = 10.73 X 0.0 1.244 N 9.0 5.000 44.668 to 150.0 0.0 9.000 2.166 EL 31.84 0.0887 0.0 14.000 1.242 Vel = 8.40 EL 0.0 1.244 3E 5.164 65.000 48.076 to 150.0 0.0 5.164 0.0 Ml 31.84 0.0887 0.0 70.164 6.225 Vel= 8.40 Ml 0.0 1.025 0.0 1.000 54.301 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.84 0.2270 0.0 1.000 0.227 Vel = 12.38 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 M2 0.0 0.995 1 5.841 28.000 58.528 to 150.0 0.0 5.841 0.0 CM 31.84 0.2633 0.0 33.841 8.909 Vel = 13.14 CM -14.38 7.98 3F 40.774 324.000 67.437 to 150.0 T 52.855 93.629 0.0 100 17.46 0.0 0.0 417.629 0.002 Vel = 0.11 100 0.89 7.98 T 52.855 295.000 67.439 to 150.0 0.0 52.855 0.0 101 18.35 0.0 0.0 347.855 0.001 Vel = 0.12 0.0 18.35 67.440 K Factor = 2.23 100 -0.89 7.98 21 105.71 381.000 67.439 to 150.0 0.0 105.710 -1.299 105 -0.89 0.0 0.0 486.710 0.0 Vel = 0.01 0.0 -0.89 66.140 K Factor = -0.11 101 18.35 11.65 F 17.441 175.000 67.440 to 150.0 T 80.498 97.939 0.0 102 18.35 0.0 0.0 272.939 0.0 Vel = 0.06 102 -31.84 11.65 F 17.441 532.000 67.440 to 150.0 1 80.498 97.939 0.0 103 -13.49 0.0 0.0 629.939 0.0 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 67.440 to 150.0 0.0 52.855 0.0 104 -13.49 0.0 0.0 594.855 -0.001 Vel = 0.09 104 14.38 11.65 T 80.498 207.000 67.439 to 150.0 0.0 80.498 -1.299 105 0.89 0.0 0.0 287.498 0.0 Vel = 0 0.0 0.89 66.140 KFactor= 0.11 104 -14.38 7.98 T 52.855 542.000 67.439 to 150.0 0.0 52.855 0.0 CM -14.38 0.0 0.0 594.855 -0.002 Vel = 0.09 0.0 -14.38 67.437 K Factor = -1.75 102 31.84 11.65 3T 241.494 1439.000 67.440 to 150.0 0.0 241.494 6.930 FT 31.84 0.0 0.0 1680.494 0.003 Vel= 0.10 0.0 31.84 74.373 K Factor = 3.69 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 ATTHE PRESERVE Building : PLAN 3X Location : ALT. CALC AREA 1 System : 1 Contract Data File ALT. PLAN3X CAl 16X16.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 1 Building - PLAN 3X System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9!_0T1 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 26.097 Psi Required 37.277 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 City Water Supp!y: Cl - Static Pressure : 84.6 C2 - Residual Pressure: 59.4 C2 - Residual Flow : 3750 Demand: Dl - Elevation : 12.127 D2 - System Flow : 26.097 D2 - System Pressure : 67.352 Hose ( Demand) : 5 D3 - System Demand : 31.097 Safety Margin : 17.247 Water Supply Curve C NP Mechanical Page 2 CYPRESS AT THE PRESERVE Date 5/25/17 150 140 130 p120 R 11 E 100 s 90 --- S 80 U 70 - C2 R 6003 - - 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 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 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP Mechanical Page 4 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 7.14 na 13.1 0.05 256 7.0 H3 19.0 12.31 na H4 19.0 13.5 na H5 19.0 14.69 na H6 28.5 10.43 na H7 28.5 10.43 na Di 10.0 7.36 na D2 10.0 7.48 na 1 10.0 8.28 na 2 20.0 9.78 na 3 20.0 11.26 na D3 20.0 11.87 na 4 20.0 11.87 na 5 20.0 12.66 na 6 20.0 13.96 na 8 20.0 14.11 na 9 20.0 14.84 na 20 20.0 16.89 na D5 20.0 14.25 na 10 20.0 14.25 na D4 20.0 13.06 na ii 20.0 13.06 na D7 29.5 10.0 na 13 29.5 10.0 na 14 29.5 10.0 na 16 29.5 10.0 na 15 29.5 10.0 na D6 29.5 10.0 na 21 10.0 25.68 na 22 10.0 26.38 na TRA 10.0 27.86 na BR 2.0 37.28 na 5.0 X 2.0 38.35 na EL -3.0 41.71 na Ml -3.0 47.67 na M2 -3.0 51.89 na CM -3.0 60.42 na 100 -3.0 60.42 na 101 -3.0 60.42 na 102 -3.0 60.42 na 103 -3.0 60.42 na 104 -3.0 60.42 na FT -19.0 67.35 na The maximum velocity is 13.96 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 Ftngs Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 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 13.10 0.874 N 7.0 1.000 7.144 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D2 13.1 0.0956 0.0 8.000 0.765 Vel = 7.01 0.0 13.10 7.476 K Factor = 4.79 H3 0.0 0.874 N 7.0 1.000 12.307 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 11.874 K Factor =0 H4 0.0 0.874 N 7.0 1.000 13.497 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 13.064 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 14.685 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 14.252 K Factor = 0 H6 0.0 0.874 N 7.0 1.000 10.432 to 150.0 0.0 7.000 -0.433 D6 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 9.999 K Factor = 0 H7 0.0 0.874 N 7.0 1.000 10.432 to 150.0 0.0 7.000 -0.433 D7 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 9.999 K Factor = 0 Di 13.00 0.874 0 3.0 6.750 7.361 to 150.0 0.0 3.000 0.0 1 13.0 0.0945 0.0 9.750 0.921 Vel = 6.95 0.0 13.00 8.282 K Factor= 4.52 D2 13.10 0.874 0 3.0 5.417 7.476 to 150.0 0.0 3.000 0.0 1 13.1 0.0958 0.0 8.417 0.806 Vel = 7.01 1 13.00 0.874 N 7.0 10.000 8.282 to 150.0 0.0 7.000 -4.331 2 26.1 0.3426 0.0 17.000 5.825 Vel = 13.96 2 0.0 0.874 0 3.0 1.333 9.776 to 150.0 0.0 3.000 0.0 3 26.1 0.3427 0.0 4.333 1.485 Vel= 13.96 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 Ot Pf/Ft Eqv. Ln. Total Pf Pn 3 -17.52 0.874 0 3.0 10.000 11.261 to 150.0 R 1.0 4.000 0.0 4 8.58 0.0438 0.0 14.000 0.613 Vet = 4.59 0.0 8.58 11.874 KFactor= 2.49 D3 0.0 0.874 N 7.0 6.167 11.874 to 150.0 0 3.0 10.000 0.0 4 0.0 0.0 0.0 16.167 0.0 Vel = 0 4 8.58 0.874 R 1.0 10.000 11.874 to 150.0 N 7.0 8.000 0.0 5 8.58 0.0438 0.0 18.000 0.788 Vet = 4.59 5 0.0 0.874 3R 3.0 23.750 12.662 to 150.0 0 3.0 6.000 0.0 6 8.58 0.0438 0.0 29.750 1.302 Vet = 4.59 6 0.0 0.874 R 1.0 2.417 13.964 to 150.0 0.0 1.000 0.0 8 8.58 0.0439 0.0 3.417 0.150 Vet = 4.59 8 0.0 0.874 2R 2.0 11.583 14.114 to 150.0 0 3.0 5.000 0.0 9 8.58 0.0438 0.0 16.583 0.726 Vet = 4.59 9 -26.10 0.874 R 1.0 2.583 14.840 to 150.0 0.0 1.000 0.0 10 -17.52 -0.1641 0.0 3.583 -0.588 Vel = 9.37 0.0 -17.52 14.252 K Factor = -4.64 9 26.10 1.101 N 7.0 6.417 14.840 to 150.0 0 5.0 12.000 0.0 20 26.1 0.1113 0.0 18.417 2.050 Vel= 8.80 20 0.0 0.874 0 3.0 10.000 16.890 to 150.0 0.0 3.000 4.331 21 26.1 0.3427 0.0 13.000 4.455 Vet = 13.96 0.0 26.10 25.676 K Factor= 5.15 D5 0.0 0.874 0 3.0 2.667 14.252 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 5.667 0.0 Vet = 0 10 -17.52 0.874 R 1.0 6.250 14.252 to 150.0 0.0 1.000 0.0 11 -17.52 -0.1639 0.0 7.250 -1.188 Vel = 9.37 0.0 -17.52 13.064 K Factor= -4.85 D4 0.0 0.874 0 3.0 2.667 13.064 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.667 0.0 Vet = 0 11 -17.52 0.874 2R 2.0 9.000 13.064 to 150.0 0.0 2.000 0.0 3 -17.52 -0.1639 0.0 11.000 -1.803 Vet = 9.37 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 Ftngs Pe Pv Notes Point Of Pt/Ft Eqv. Ln. Total Pt Pn -17.52 11.261 K Factor = -5.22 D7 0.0 0.874 0 3.0 8.583 9.999 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 11.583 0.0 Vel = 0 13 0.0 0.874 R 1.0 15.167 9.999 to 150.0 0 3.0 4.000 0.0 14 0.0 0.0 0.0 19.167 0.0 Vel = 0 14 0.0 0.874 N. 7.0 8.333 9.999 to 150.0 0.0 7.000 0.0 15 0.0 0.0 0.0 15.333 0.0 Vel = 0 0.0 0.0 9.999 K Factor = 0 14 0.0 0.874 N 7.0 1.000 9.999 to 150.0 0.0 7.000 0.0 16 0.0 0.0 0.0 8.000 0.0 Vel = 0 16 0.0 0.874 0 3.0 9.500 9.999 to 150.0 0.0 3.000 4.114 8 0.0 0.0001 0.0 12.500 0.001 Vel = 0 0.0 0.0 14.114 K Factor =0 15 0.0 0.874 2R 2.0 15.083 9.999 to 150.0 0.0 2.000 0.0 D6 0.0 0.0 0.0 17.083 0.0 Vel = 0 D6 0.0 0.874 N 7.0 8.750 9.999 to 150.0 0 3.0 10.000 0.0 13 0.0 0.0 0.0 18.750 0.0 Vel = 0 0.0 0.0 9.999 K Factor = 0 21 26.10 1.101 0 5.0 1.333 25.676 to 150.0 0.0 5.000 0.0 22 26.1 0.1112 0.0 6.333 0.704 Vel = 8.80 22 0.0 1.101 N 7.0 6.250 26.380 to 150.0 0.0 7.000 0.0 TRA 26.1 0.1113 0.0 13.250 1.475 Vel= 8.80 0.0 26.10 27.855 K Factor= 4.95 TRA 26.10 1.101 2R 2.0 8.000 27.855 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.1 0.1113 Fsp 0.0 26.562 2.957 VeI= 8.80 N 7.0 BR 5.00 1.101 0 5.0 2.000 37.277 Qa=5 to 150.0 0.0 5.000 0.0 X 31.1 0.1539 0.0 7.000 1.077 Vel = 10.48 X 0.0 1.244 N 9.0 5.000 38.354 to 150.0 0.0 9.000 2.166 EL 31.1 0.0849 0.0 14.000 1.189 Vel = 8.21 EL 0.0 1.244 3E 5.164 65.000 41.709 to 150.0 0.0 5.164 0.0 Ml 31.1 0.0849 0.0 70.164 5.960 Vel = 8.21 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. 0 or Ftngs Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Ml 0.0 1.025 0.0 1.000 47.669 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.1 0.2180 0.0 1.000 0.218 Vel= 12.09 M2 0.0 0.995 T 5.841 28.000 51.887 to 150.0 0.0 5.841 0.0 CM 31.1 0.2521 0.0 33.841 8.530 Vel = 12.83 CM -14.05 7.98 3F 40.774 324.000 60.417 to 150.0 T 52.855 93.629 0.0 100 17.05 0.0 0.0 417.629 0.001 Vel = 0.11 100 0.87 7.98 1 52.855 295.000 60.418 to 150.0 0.0 52.855 0.0 101 17.92 0.0 0.0 347.855 0.001 Vel = 0.11 0.0 17.92 60.419 K Factor = 2.31 100 -0.87 7.98 21 105.71 381.000 60.418 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 59.119 K Factor= -0.11 101 17.92 11.65 F 17.441 175.000 60.419 to 150.0 T 80.498 97.939 0.0 102 17.92 0.0 0.0 272.939 0.001 Vel = 0.05 102 -31.09 11.65 F 17.441 532.000 60.420 to 150.0 1 80.498 97.939 0.0 103 -13.17 0.0 0.0 629.939 -0.001 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 60.419 to 150.0 0.0 52.855 0.0 104 -13.17 0.0 0.0 594.855 -0.001 Vel = 0.08 104 14.04 11.65 T 80.498 207.000 60.418 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 59.119 K Factor = 0.11 104 -14.04 7.98 T 52.855 542.000 60.418 to 150.0 0.0 52.855 0.0 CM -14.04 0.0 0.0 594.855 -0.001 Vel = 0.09 0.0 -14.04 60.417 K Factor = -1.81 102 31.10 11.65 3T 241.494 1439.000 60.420 to 150.0 0.0 241.494 6.930 FT 31.1 0.0 0.0 1680.494 0.002 Vel = 0.09 0.0 31.10 67.352 K Factor = 3.79 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 ATTHE PRESERVE Building : PLAN 3X Location ALT. CALC AREA 2 System : 1 Contract Data File ALT. PLAN3X CA2 20X20.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 - ALT. CALC AREA 2 Building - PLAN 3X 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 9!_0hl 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 B 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 42.060 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 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 : 66.515 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 18.084 - ______ _______ _________ _______ 150 • _______________ _________________ ___________________ 140 130 p120 R1° E10° 590 C1 no 80 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 CYPRESS AT THE PRESERVE Fitting Legend Abbrev. Name E NFPA 13 90 Standard Elbow F NFPA 13 45 Elbow Fsp Flow Switch Potter VSR N * CPVC 90Ell Harvel-Spears 0 * CPVC Tee - Branch R * CPVC Coupling Tee - Run S NFPA 13 Swing Check T NFPA 13 90 Flow thru Tee Page 3 Date 5/25/17 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 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fitting generates a Fixed Loss Based on Flow 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP Mechanical Page 4 CYPRESS ATTHE PRESERVE Date 5/25/17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. Hi 9.0 27.2 na H2 9.0 27.2 na H3 19.0 4.9 16.7 na 20.02 0.05 400 16.7 H4 19.0 23.72 na H5 19.0 24.29 na H6 28.5 19.77 na H7 28.5 19.77 na Di 10.0 26.76 na D2 10.0 26.76 na 10.0 26.76 na 2 20.0 22.43 na 3 20.0 22.43 na D3 20.0 17.95 na 4 20.0 21.34 na 5 20.0 22.08 na 6 20.0 23.31 na 8 20.0 23.45 na 9 20.0 24.13 na 20 20.0 25.39 na D5 20.0 23.85 na 10 20.0 23.85 na D4 20.0 23.29 na 11 20.0 23.29 na D7 29.5 19.33 na 13 29.5 19.33 na 14 29.5 19.33 na 16 29.5 19.33 na 15 29.5 19.33 na D6 29.5 19.33 na 21 10.0 32.45 na 22 10.0 32.88 na TRA 10.0 33.78 na BR 2.0 42.06 na 5.0 X 2.0 42.78 na EL -3.0 45.74 na Ml -3.0 49.73 na M2 -3.0 53.88 na CM -3.0 59.58 na 100 -3.0 59.58 na 101 -3.0 59.58 na 102 -3.0 59.58 na 103 -3.0 59.58 na 104 -3.0 59.58 na FT -19.0 66.52 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 27.195 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 26.762 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 27.195 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 26.762 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 23.722 to 150.0 0.0 7.000 -0.433 D4 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0 0.0 0.0 23.288 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 24.286 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 23.853 K Factor = 0 H6 0.0 0.874 N 7.0 1.000 19.768 to 150.0 0.0 7.000 -0.433 D6 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 19.335 K Factor = 0 H7 0.0 0.874 N 7.0 1.000 19.768 to 150.0 0.0 7.000 -0.433 D7 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 19.335 K Factor =0 Dl 0.0 0.874 0 3.0 6.750 26.762 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 9.750 0.0 Vel = 0 0.0 0.0 26.762 K Factor = 0 D2 0.0 0.874 0 3.0 5.417 26.762 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 8.417 0.0 Vel = 0 1 0.0 0.874 N 7.0 10.000 26.762 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 1.333 22.431 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 4.333 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical CYPRESS AT THE PRESERVE Page 6 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 3 -11.72 0.874 0 3.0 10.000 22.431 to 150.0 R 1.0 4.000 0.0 4 -11.72 -0.0779 0.0 14.000 -1.091 Vel= 6.27 0.0 -11.72 21.340 K Factor = -2.54 D3 20.02 0.874 N 7.0 6.167 17.946 to 150.0 0 3.0 10.000 0.0 4 20.02 0.2099 0.0 16.167 3.394 Vel = 10.71 4 -11.71 0.874 R 1.0 10.000 21.340 to 150.0 N 7.0 8.000 0.0 5 8.31 0.0412 0.0 18.000 0.742 Vel = 4.44 5 0.0 0.874 3R 3.0 23.750 22.082 to 150.0 0 3.0 6.000 0.0 6 8.31 0.0412 0.0 29.750 1.226 Vel= 4.44 6 0.0 0.874 R 1.0 2.417 23.308 to 150.0 0.0 1.000 0.0 8 8.31 0.0413 0.0 3.417 0.141 Vel = 4.44 8 0.0 0.874 2R 2.0 11.583 23.449 to 150.0 0 3.0 5.000 0.0 9 8.31 0.0412 0.0 16.583 0.683 Vel = 4.44 9 -20.03 0.874 R 1.0 2.583 24.132 to 150.0 0.0 1.000 0.0 10 -11.72 -0.0779 0.0 3.583 -0.279 Vel = 6.27 0.0 -11.72 23.853 K Factor = -2.40 9 20.02 1.101 N 7.0 6.417 24.132 to 150.0 0 5.0 12.000 0.0 20 20.02 0.0682 0.0 18.417 1.256 Vel = 6.75 20 0.0 0.874 0 3.0 10.000 25.388 to 150.0 0.0 3.000 4.331 21 20.02 0.2100 0.0 13.000 2.730 Vel = 10.71 0.0 20.02 32.449 K Factor = 3.51 D5 0.0 0.874 0 3.0 2.667 23.853 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 5.667 0.0 Vel = 0 10 -11.72 0.874 R 1.0 6.250 23.853 to 150.0 0.0 1.000 0.0 11 -11.72 -0.0779 0.0 7.250 -0.565 Vel = 6.27 0.0 -11.72 23.288 K Factor = -2.43 D4 0.0 0.874 0 3.0 2.667 23.288 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.667 0.0 Vel = 0 11 -11.72 0.874 2R 2.0 9.000 23.288 to 150.0 0.0 2.000 0.0 3 -11.72 -0.0779 0.0 11.000 -0.857 Vel = 6.27 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 Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -11.72 22.431 K Factor = -2.47 D7 0.0 0.874 0 3.0 8.583 19.335 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 11.583 0.0 Vel = 0 13 0.0 0.874 R 1.0 15.167 19.335 to 150.0 0 3.0 4.000 0.0 14 0.0 0.0 0.0 19.167 0.0 Vel = 0 14 0.0 0.874 N 7.0 8.333 19.335 to 150.0 0.0 7.000 0.0 15 0.0 0.0 0.0 15.333 0.0 Vel = 0 0.0 0.0 19.335 K Factor =0 14 0.0 0.874 N 7.0 1.000 19.335 to 150.0 0.0 7.000 0.0 16 0.0 0.0 0.0 8.000 0.0 Vel = 0 16 0.0 0.874 0 3.0 9.500 19.335 to 150.0 0.0 3.000 4.114 8 0.0 0.0 0.0 12.500 0.0 Vel = 0 0.0 0.0 23.449 K Factor = 0 15 0.0 0.874 2R 2.0 15.083 19.335 to 150.0 0.0 2.000 0.0 D6 0.0 0.0 0.0 17.083 0.0 Vel = 0 D6 0.0 0.874 N 7.0 8.750 19.335 to 150.0 0 3.0 10.000 0.0 13 0.0 0.0 0.0 18.750 0.0 Vel = 0 0.0 0.0 19.335 K Factor = 0 21 20.02 1.101 0 5.0 1.333 32.449 to 150.0 0.0 5.000 0.0 22 20.02 0.0681 0.0 6.333 0.431 Vel = 6.75 22 0.0 1.101 N 7.0 6.250 32.880 to 150.0 0.0 7.000 0.0 TRA 20.02 0.0682 0.0 13.250 0.904 Vel = 6.75 0.0 20.02 33.784 K Factor = 3.44 TRA 20.02 1.101 2R 2.0 8.000 33.784 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 Vel = 6.75 N 7.0 BR 5.00 1.101 0 5.0 2.000 42.060 Qa=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 N 9.0 5.000 42.781 to 150.0 0.0 9.000 2.166 EL 25.02 0.0568 0.0 14.000 0.795 Vel = 6.60 EL 0.0 1.244 3E 5.164 65.000 45.742 to 150.0 0.0 5.164 0.0 Ml 25.02 0.0568 0.0 70.164 3.987 Vel = 6.60 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 PfIFt Eqv. Ln. Total Pf Pn Ml 0.0 1.025 0.0 1.000 49.729 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 53.875 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 59.582 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 1 52.855 295.000 59.583 to 150.0 0.0 52.855 0.0 101 14.42 0.0 0.0 347.855 0.001 Vol = 0.09 0.0 14.42 59.584 K Factor = 1.87 100 -0.70 7.98 2T 105.71 381.000 59.583 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 58.284 K Factor = -0.09 101 14.42 11.65 F 17.441 175.000 59.584 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 59.584 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 59.584 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 1 80.498 207.000 59.583 to 150.0 0.0 80.498 -1.299 105 0.7 0.0 0.0 287.498 0.0 Vel = 0 0.0 0.70 58.284 K Factor = 0.09 104 -11.30 7.98 1 52.855 542.000 59.583 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 59.582 K Factor = -1.46 102 25.02 11.65 31 241.494 1439.000 59.584 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 66.515 K Factor = 3.07 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 3X Location ALT. CALC AREA 3 System : 1 Contract Data File : ALT. PLAN3X CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 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 3 Building - PLAN 3X 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 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 26.248 Psi Required 31.656 At BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 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 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 : 26.248 C2 - Residual Flow : 3750 D2 - System Pressure : 61.884 Hose ( Demand) : 5 D3 - System Demand : 31-248 Safety Margin : 22.712 150 140 130 p120 R11° E10° 90 CI c80 U 70 - C2 R 60 D3 E 50 40 30 20 Dl _____ ________ _________ ___________ 10 I I I I I I I 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N ,1 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical 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 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 0 0 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 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 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 17 22 20 27 25 32 30 45 35 55 50 65 60 71 81 91 101 121 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Row Summary - STANDARD NP Mechanical Page 4 CYPRESS ATTHE PRESERVE Date 5/25/17 Node No. Elevation K-Fact Pt Actual Pri Flow Density Actual Area Press Req. Hi 9.0 12.8 na H2 9.0 12.8 na H3 19.0 8.65 na H4 19.0 4.9 7.04 na 13.0 0.05 256 7.039 H5 19.0 4.9 7.31 na 13.25 0.05 256 7.0 H6 28.5 5.2 na H7 28.5 5.2 na Dl 10.0 12.37 na D2 10.0 12.37 na 1 10.0 12.37 na 2 20.0 8.04 na 3 20.0 8.04 na D3 20.0 8.22 na 4 20.0 8.22 na 5 20.0 8.45 na 6 20.0 8.84 na 8 20.0 8.88 na 9 20.0 9.09 na 20 20.0 11.17 na D5 20.0 7.66 na 10 20.0 8.21 na D4 20.0 7.36 na 11 20.0 7.9 na D7 29.5 4.77 na 13 29.5 4.77 na 14 29.5 4.77 na 16 29.5 4.77 na 15 29.5 4.77 na D6 29.5 4.77 na 21 10.0 20.0 na 22 10.0 20.71 na TRA 10.0 22.2 na BR 2.0 31.66 na 5.0 X 2.0 32.74 na EL -3.0 36.11 na Ml -3.0 42.12 na M2 -3.0 46.34 na CM -3.0 54.95 na 100 -3.0 54.95 na 101 -3.0 54.95 na 102 -3.0 54.95 na 103 -3.0 54.95 na 104 -3.0 54.95 na FT -19.0 61.88 na The maximum velocity is 14.04 and it occurs in the pipe between nodes 20 and 21 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 12.802 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 12.369 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 12.802 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 12.369 K Factor =0 H3 0.0 0.874 N 7.0 1.000 8.652 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 8.219 K Factor = 0 H4 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H5 13.25 0.874 N 7.0 1.000 7.310 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D5 13.25 0.0976 0.0 8.000 0.781 Vel = 7.09 0.0 13.25 7.658 K Factor = 4.79 H6 0.0 0.874 N 7.0 1.000 5.198 to 150.0 0.0 7.000 -0.433 D6 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 4.765 K Factor = 0 H7 0.0 0.874 N 7.0 1.000 5.198 to 150.0 0.0 7.000 -0.433 D7 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 4.765 K Factor = 0 Dl 0.0 0.874 0 3.0 6.750 12.369 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 9.750 0.0 Vel = 0 0.0 0.0 12.369 K Factor = 0 D2 0.0 0.874 0 3.0 5.417 12.369 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 8.417 0.0 Vel = 0 1 0.0 0.874 N 7.0 10.000 12.369 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 1.333 8.038 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 4.333 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 Pt Pn 3 4.44 0.874 0 3.0 10.000 8.038 to 150.0 R 1.0 4.000 0.0 4 4.44 0.0129 0.0 14.000 0.181 Vel = 2.37 0.0 4.44 8.219 K Factor = 1.55 D3 0.0 0.874 N 7.0 6.167 8.219 to 150.0 0 3.0 10.000 0.0 4 0.0 0.0 0.0 16.167 0.0 Vel = 0 4 4.44 0.874 R 1.0 10.000 8.219 to 150.0 N 7.0 8.000 0.0 5 4.44 0.0129 0.0 18.000 0.232 Vet = 2.37 5 0.0 0.874 311 3.0 23.750 8.451 to 150.0 0 3.0 6.000 0.0 6 4.44 0.0129 0.0 29.750 0.384 Vet = 2.37 6 0.0 0.874 R 1.0 2.417 8.835 to 150.0 0.0 1.000 0.0 8 4.44 0.0132 0.0 3.417 0.045 Vet = 2.37 8 0.0 0.874 2R 2.0 11.583 8.880 to 150.0 0 3.0 5.000 0.0 9 4.44 0.0129 0.0 16.583 0.214 Vet = 2.37 9 -26.25 0.874 R 1.0 2.583 9.094 to 150.0 0.0 1.000 0.0 10 -21.81 -0.2459 0.0 3.583 -0.881 Vet = 11.66 0.0 -21.81 8.213 K Factor = -7.61 9 26.25 1.101 N 7.0 6.417 9.094 to 150.0 0 5.0 12.000 0.0 20 26.25 0.1125 0.0 18.417 2.072 Vet= 8.85 20 0.0 0.874 0 3.0 10.000 11.166 to 150.0 0.0 3.000 4.331 21 26.25 0.3464 0.0 13.000 4.503 Vet = 14.04 0.0 26.25 20.000 K Factor = 5.87 D5 13.25 0.874 0 3.0 2.667 7.658 to 150.0 0.0 3.000 0.0 10 13.25 0.0979 0.0 5.667 0.555 Vet = 7.09 10 -21.82 0.874 R 1.0 6.250 8.213 to 150.0 0.0 1.000 0.0 11 -8.57 -0.0437 0.0 7.250 -0.317 Vet = 4.58 0.0 -8.57 7.896 K Factor = -3.05 D4 13.00 0.874 0 3.0 2.667 7.361 to 150.0 0.0 3.000 0.0 11 13.0 0.0944 0.0 5.667 0.535 Vet = 6.95 11 -8.56 0.874 2R 2.0 9.000 7.896 to 150.0 0.0 2.000 0.0 3 4.44 0.0129 0.0 11.000 0.142 Vet = 2.37 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. Ref. Qa Dia. "C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 4.44 8.038 K Factor = 1.57 D7 0.0 0.874 0 3.0 8.583 4.765 to 13 0.0 150.0 0.0 0.0 0.0 3.000 11.583 0.0 0.0 Vel = 0 13 0.0 0.874 R 1.0 15.167 4.765 to 150.0 0 3.0 4.000 0.0 14 0.0 0.0 0.0 19.167 0.0 Vel =0 14 0.0 0.874 N 7.0 8.333 4.765 to 150.0 0.0 7.000 0.0 15 0.0 0.0 0.0 15.333 0.0 Vel = 0 0.0 0.0 4.765 K Factor = 0 14 0.0 0.874 N 7.0 1.000 4.765 to 150.0 0.0 7.000 0.0 16 0.0 0.0 0.0 8.000 0.0 Vel = 0 16 0.0 0.874 0 3.0 9.500 4.765 to 150.0 0.0 3.000 4.114 8 0.0 0.0001 0.0 12.500 0.001 Vel = 0 0.0 0.0 8.880 K Factor =0 15 0.0 0.874 2R 2.0 15.083 4.765 to 150.0 0.0 2.000 0.0 D6 0.0 0.0 0.0 17.083 0.0 Vel = 0 D6 0.0 0.874 N 7.0 8.750 4.765 to 150.0 0 3.0 10.000 0.0 13 0.0 0.0 0.0 18.750 0.0 Vel = 0 0.0 0.0 4.765 K Factor = 0 21 26.25 1.101 0 5.0 1.333 20.000 to 150.0 0.0 5.000 0.0 22 26.25 0.1124 0.0 6.333 0.712 Vel = 8.85 22 0.0 1.101 N 7.0 6.250 20.712 to 150.0 0.0 7.000 0.0 TRA 26.25 0.1125 0.0 13.250 1.491 Vel= 8.85 0.0 26.25 22.203 K Factor = 5.57 TRA 26.25 1.101 2R 2.0 8.000 22.203 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.25 0.1125 Fsp 0.0 26.562 2.988 Vel = 8.85 N 7.0 BR 5.00 1.101 0 5.0 2.000 31.656 Qa= 5 to 150.0 0.0 5.000 0.0 X 31.25 0.1553 0.0 7.000 1.087 Vel = 10.53 X 0.0 1.244 N 9.0 5.000 32.743 to 150.0 0.0 9.000 2.166 EL 31.25 0.0857 0.0 14.000 1.200 Vel = 8.25 EL 0.0 1.244 3E 5.164 65.000 36.109 to 150.0 0.0 5.164 0.0 Ml 31.25 0.0857 0.0 70.164 6.013 Vel= 8.25 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 Ml 0.0 1.025 0.0 1.000 42.122 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.25 0.2200 0.0 1.000 0.220 Vel= 12.15 M2 0.0 0.995 T 5.841 28.000 46.342 to 150.0 0.0 5.841 0.0 CM 31.25 0.2543 0.0 33.841 8.607 Vel = 12.89 CM -14.12 7.98 3F 40.774 324.000 54.949 to 150.0 T 52.855 93.629 0.0 100 17.13 0.0 0.0 417.629 0.001 Vet= 0.11 100 0.88 7.98 T 52.855 295.000 54.950 to 150.0 0.0 52.855 0.0 101 18.01 0.0 0.0 347.855 0.002 Vel = 0.12 0.0 18.01 54.952 K Factor = 2.43 100 -0.87 7.98 2T 105.71 381.000 54.950 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 53.651 K Factor = -0.12 101 18.01 11.65 F 17.441 175.000 54.952 to 150.0 T 80.498 97.939 0.0 102 18.01 0.0 0.0 272.939 0.0 Vel = 0.05 102 -31.25 11.65 F 17.441 532.000 54.952 to 150.0 T 80.498 97.939 0.0 103 -13.24 0.0 0.0 629.939 0.0 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 54.952 to 150.0 0.0 52.855 0.0 104 -13.24 0.0 0.0 594.855 -0.002 Vel = 0.08 104 14.11 11.65 T 80.498 207.000 54.950 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 53.651 K Factor = 0.12 104 -14.11 7.98 T 52.855 542.000 54.950 to 150.0 0.0 52.855 0.0 CM -14.11 0.0 0.0 594.855 -0.001 Vel = 0.09 0.0 -14.11 54.949 KFactor= -1.90 102 31.25 11.65 3T 241.494 1439.000 54.952 to 150.0 0.0 241.494 6.930 FT 31.25 0.0 0.0 1680.494 0.002 Vel = 0.09 0.0 31.25 61.884 K Factor = 3.97 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 3X Location : ALT. CALC AREA 3 System : 1 Contract Data File : ALT. PLAN3X CA4 16X16.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 3 Building - PLAN 3X System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9!0T OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 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 26.836 Psi Required 48.619 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 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 : 20.572 C2 - Residual Pressure: 594 D2 - System Flow : 26.836 C2 - Residual Flow : 3750 D2 - System Pressure : 79.449 Hose ( Demand) : 5 D3 - System Demand : 31.836 Safety Margin : 5.150 150 140 130 p120 R 11 E10° 90 C1 S 80 u 70 D3 - C2 R 60 - _____ ________ __________ ____________ ______________ _______________ __________________ ___________________ E 50 40 30 20 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( N ,' 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 CYPRESS AT THE 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 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 0 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 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 20 27 25 32 30 45 35 55 50 65 60 71 81 91 101 121 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 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 9.0 29.53 na 9.0 29.53 na 19.0 24.69 na 19.0 25.6 na 19.0 25.87 na 28.5 4.9 7.97 na 28.5 4.9 7.04 na 10.0 29.1 na 10.0 29.1 na 10.0 29.1 na 20.0 24.77 na 20.0 24.77 na 20.0 24.26 na 20.0 24.26 na 20.0 23.6 na 20.0 22.51 na 20.0 22.39 na 20.0 25.56 na 20.0 27.72 na 20.0 25.43 na 20.0 25.43 na 20.0 25.17 na 20.0 25.17 na 29.5 7.36 na 29.5 8.45 na 29.5 10.88 na 29.5 13.76 na 29.5 9.7 na 29.5 8.39 na 10.0 36.75 na 10.0 37.49 na 10.0 39.04 na 2.0 48.62 na 2.0 49.74 na -3.0 53.15 na -3.0 59.38 na -3.0 63.6 na -3.0 72.51 na -3.0 72.52 na -3.0 72.52 na -3.0 72.52 na -3.0 72.52 na -3.0 72.52 na -19.0 79.45 na 13.84 0.05 256 7.0 13.0 0.05 256 7.039 5.0 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 Rri The maximum velocity is 14.35 and it occurs in the pipe between nodes 20 and 21 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 0.0 0.874 N 7.0 1.000 29.531 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 29.098 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 29.531 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 29.098 K Factor = 0 H3 0.0 0.874 N 7.0 1.000 24.689 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 24.256 K Factor = 0 H4 0.0 0.874 N 7.0 1.000 25.602 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 25.169 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 25.866 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 25.433 K Factor = 0 H6 13.84 0.874 N 7.0 1.000 7.973 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D6 13.84 0.1060 0.0 8.000 0.848 Vel = 7.40 0.0 13.84 8.388 K Factor = 4.78 H7 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D7 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 0 3.0 6.750 29.098 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 9.750 0.0 Vel = 0 0.0 0.0 29.098 K Factor =0 D2 0.0 0.874 0 3.0 5.417 29.098 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 8.417 0.0 Vel = 0 1 0.0 0.874 N 7.0 10.000 29.098 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 1.333 24.767 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 4.333 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. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 3 -7.78 0.874 0 3.0 10.000 24.767 to 150.0 R 1.0 4.000 0.0 4 -7.78 -0.0365 0.0 14.000 -0.511 Vel= 4.16 0.0 -7.78 24.256 K Factor = -1.58 D3 0.0 0.874 N 7.0 6.167 24.256 to 150.0 0 3.0 10.000 0.0 4 0.0 0.0 0.0 16.167 0.0 Vel = 0 4 -7.78 0.874 R 1.0 10.000 24.256 to 150.0 N 7.0 8.000 0.0 5 -7.78 -0.0365 0.0 18.000 -0.657 Vel = 4.16 5 0.0 0.874 3R 3.0 23.750 23.599 to 150.0 0 3.0 6.000 0.0 6 -7.78 -0.0365 0.0 29.750 -1.087 Vel= 4.16 6 0.0 0.874 R 1.0 2.417 22.512 to 150.0 0.0 1.000 0.0 8 -7.78 -0.0363 0.0 3.417 -0.124 Vel = 4.16 8 26.84 0.874 2R 2.0 11.583 22.388 to 150.0 0 3.0 5.000 0.0 9 19.06 0.1915 0.0 16.583 3.176 Vel= 10.19 9 -26.84 0.874 R 1.0 2.583 25.564 to 150.0 0.0 1.000 0.0 10 -7.78 -0.0366 0.0 3.583 -0.131 Vel = 4.16 0.0 -7.78 25.433 K Factor = -1.54 9 26.84 1.101 N 7.0 6.417 25.564 to 150.0 0 5.0 12.000 0.0 20 26.84 0.1172 0.0 18.417 2.159 Vel= 9.04 20 0.0 0.874 0 3.0 10.000 27.723 to 150.0 0.0 3.000 4.331 21 26.84 0.3608 0.0 13.000 4.691 Vel = 14.35 0.0 26.84 36.745 K Factor = 4.43 D5 0.0 0.874 0 3.0 2.667 25.433 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 5.667 0.0 Vel = 0 10 -7.78 0.874 R 1.0 6.250 25.433 to 150.0 0.0 1.000 0.0 11 -7.78 -0.0364 0.0 7.250 -0.264 Vel = 4.16 0.0 -7.78 25.169 K Factor = -1.55 D4 0.0 0.874 0 3.0 2.667 25.169 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.667 0.0 Vel = 0 11 -7.78 0.874 2R 2.0 9.000 25.169 to 150.0 0.0 2.000 0.0 3 -7.78 -0.0365 0.0 11.000 -0.402 Vel = 4.16 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. 11G.or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pt Pn -7.78 24.767 K Factor = -1.56 D7 13.00 0.874 0 3.0 8.583 7.361 to 150.0 0.0 3.000 0.0 13 13.0 0.0944 0.0 11.583 1.094 Vel = 6.95 13 2.21 0.874 R 1.0 15.167 8.455 to 150.0 0 3.0 4.000 0.0 14 15.21 0.1263 0.0 19.167 2.420 Vel = 8.13 14 -26.83 0.874 N 7.0 8.333 10.875 to 150.0 0.0 7.000 0.0 15 -11.62 -0.0767 0.0 15.333 -1.176 Vel = 6.21 0.0 -11.62 9.699 K Factor = -3.73 14 26.84 0.874 N 7.0 1.000 10.875 to 150.0 0.0 7.000 0.0 16 26.84 0.3609 0.0 8.000 2.887 Vel = 14.35 16 0.0 0.874 0 3.0 9.500 13.762 to 150.0 0.0 3.000 4.114 8 26.84 0.3610 0.0 12.500 4.512 Vel = 14.35 0.0 26.84 22.388 K Factor = 5.67 15 -11.62 0.874 2R 2.0 15.083 9.699 to 150.0 0.0 2.000 0.0 D6 -11.62 -0.0767 0.0 17.083 -1.311 Vel= 6.21 D6 13.83 0.874 N 7.0 8.750 8.388 to 150.0 0 3.0 10.000 0.0 13 2.21 0.0036 0.0 18.750 0.067 Vel = 1.18 0.0 2.21 8.455 K Factor = 0.76 21 26.84 1.101 0 5.0 1.333 36.745 to 150.0 0.0 5.000 0.0 22 26.84 0.1173 0.0 6.333 0.743 Vel = 9.04 22 0.0 1.101 N 7.0 6.250 37.488 to 150.0 0.0 7.000 0.0 TRA 26.84 0.1172 0.0 13.250 1.553 Vel = 9.04 0.0 26.84 39.041 K Factor = 4.30 TRA 26.84 1.101 2R 2.0 8.000 39.041 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.84 0.1172 Fsp 0.0 26.562 3.113 Vel= 9.04 N 7.0 BR 5.00 1.101 0 5.0 2.000 48.619 Qa = 5 to 150.0 0.0 5.000 0.0 X 31.84 0.1609 0.0 7.000 1.126 Vel = 10.73 X 0.0 1.244 N 9.0 5.000 49.745 to 150.0 0.0 9.000 2.166 EL 31.84 0.0886 0.0 14.000 1.241 Vel = 8.40 EL 0.0 1.244 3E 5.164 65.000 53.152 to 150.0 0.0 5.164 0.0 Ml 31.84 0.0887 0.0 70.164 6.225 Vel = 8.40 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 Ftng's Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn Ml 0.0 1.025 0.0 1.000 59.377 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.84 0.2280 0.0 1.000 0.228 Vel = 12.38 M2 0.0 0.995 T 5.841 28.000 63.605 to 150.0 0.0 5.841 0.0 CM 31.84 0.2633 0.0 33.841 8.909 Vel = 13.14 CM -14.38 7.98 3F 40.774 324.000 72.514 to 150.0 T 52.855 93.629 0.0 100 17.46 0.0 0.0 417.629 0.001 VeI= 0.11 100 0.89 7.98 T 52.855 295.000 72.515 to 150.0 0.0 52.855 0.0 101 18.35 0.0 0.0 347.855 0.002 Vel = 0.12 0.0 18.35 72.517 K Factor = 2.15 100 -0.89 7.98 21 105.71 381.000 72.515 to 150.0 0.0 105.710 -1.299 105 -0.89 0.0 0.0 486.710 0.0 Vel = 0.01 0.0 -0.89 71.216 KFactor= -0.11 101 18.35 11.65 F 17.441 175.000 72.517 to 150.0 T 80.498 97.939 0.0 102 18.35 0.0 0.0 272.939 0.0 Vel = 0.06 102 -31.84 11.65 F 17.441 532.000 72.517 to 150.0 T 80.498 97.939 0.0 103 -13.49 0.0 0.0 629.939 -0.001 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 72.516 to 150.0 0.0 52.855 0.0 104 -13.49 0.0 0.0 594.855 -0.001 Vel = 0.09 104 14.38 11.65 1 80.498 207.000 72.515 to 150.0 0.0 80.498 -1.299 105 0.89 0.0 0.0 287.498 0.0 Vel = 0 0.0 0.89 71.216 K Factor= 0.11 104 -14.38 7.98 T 52.855 542.000 72.515 to 150.0 0.0 52.855 0.0 CM -14.38 0.0 0.0 594.855 -0.001 Vel = 0.09 0.0 -14.38 72.514 KFactor= -1.69 102 31.84 11.65 3T 241.494 1439.000 72.517 to 150.0 0.0 241.494 6.930 FT 31.84 0.0 0.0 1680.494 0.002 Vel= 0.10 0.0 31.84 79.449 K Factor = 3.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087