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HomeMy WebLinkAbout3238 CANDELAS ST; ; FPR2017-0254; Permitft:Ji:14iI I 1ii]:i (ity of Carlsbad Print Date: 05/19/2022 Permit No: FPR2017-0254 Job Address: 3238 CANDELAS ST, CARLSBAD, CA Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkl Parcel #: Track #: Applied: 06/22/2017 Valuation: $0.00 Lot #: Issued: 08/22/2017 Occupancy Group: Project #: DEV2016-0060 Finaled Close Out: 03/25/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check#: INSPECTOR: Fieri, Dominic Plan Check #: Workman, Carisa Project Title: CYPRESS AT THE PRESERVE Description: CYPRESS AT THE PRESERVE / MODEL / PLAN 1XB - SPRIKLER / L0125 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 1 I www.carlsbadca.gov MM I NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : CYPRESS ATTHE PRESERVE Building : PLAN 1X Location CALC AREA 1 System : 1 Contract Data File : PLAN 1X CAl 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 - CALC AREA 1 Building - PLAN 1X System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9T_011 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 27.484 Psi Required 44.504 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 : 12.127 C2 - Residual Pressure: 59.4 D2 - System Flow : 27.484 C2 - Residual Flow : 3750 D2 - System Pressure : 74.702 Hose ( Demand) : 5 D3 - System Demand : 32.484 Safety Margin : 9.896 150 140 130 p120 R 11 E10° s90 ' S 80 - D2 u 7003 - C2 R 60 E5° 40 30 20 10 01 400 800 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 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* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I 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 Reg. 0.05 256 7.039 0.05 256 7.0 9.0 4.9 7.04 na 13.0 9.0 4.9 8.74 na 14.48 19.0 22.33 na 19.0 19.87 na 19.0 20.38 na 29.0 17.52 na 29.0 17.28 na 10.0 7.36 na 10.0 9.23 na 10.0 15.57 na 20.0 16.15 na 20.0 18.47 na 20.0 19.44 na 20.0 19.44 na 20.0 19.95 na 20.0 19.95 na 20.0 20.61 na 20.0 22.26 na 20.0 24.14 na 20.0 26.38 na 20.0 22.65 na 20.0 21.9 na 20.0 21.9 na 20.0 20.72 na 20.0 20.36 na 20.0 20.7 na 30.0 16.67 na 30.0 16.85 na 30.0 16.85 na 30.0 17.08 na 30.0 17.08 na 30.0 17.44 na 20.0 28.46 na 20.0 29.42 na 10.0 34.79 na 2.0 44.5 na 5.0 2.0 45.67 na -3.0 48.3 na -3.0 54.28 na -3.0 58.52 na -3.0 67.77 na -3.0 67.77 na -3.0 67.77 na -3.0 67.77 na -3.0 67.77 na -3.0 67.77 na -19.0 74.7 na The maximum velocity is 14.7 and it occurs in the pipe between nodes D2 and 1 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. Oa 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 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H2 14.48 0.874 N 7.0 1.000 8.737 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D2 14.48 0.1152 0.0 8.000 0.922 Vel = 7.74 0.0 14.48 9.226 K Factor = 4.77 H3 0.0 0.874 N 7.0 1.000 22.334 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 21.901 K Factor =0 H4 0.0 0.874 N 7.0 1.000 19.871 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 19.438 K Factor =0 H5 0.0 0.874 N 7.0 1.000 20.382 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 19.949 K Factor = 0 H6 0.0 0.874 N 7.0 1.000 17.516 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 17.083 K Factor = 0 H7 0.0 0.874 N 7.0 1.000 17.279 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 16.846 K Factor = 0 Dl 13.00 0.874 N 7.0 11.750 7.361 to 150.0 R 1.0 8.000 0.0 D2 13.0 0.0944 0.0 19.750 1.865 Vel = 6.95 D2 14.48 0.874 2N 14.0 2.833 9.226 to 150.0 0.0 14.000 0.0 1 27.48 0.3771 0.0 16.833 6.348 Vel = 14.70 1 0.0 0.874 0 3.0 10.000 15.574 to 150.0 0.0 3.000 -4.331 2 27.48 0.3772 0.0 13.000 4.903 Vel = 14.70 2 0.0 0.874 0 3.0 3.167 16.146 to 150.0 0.0 3.000 0.0 3 27.48 0.3772 0.0 6.167 2.326 Vel = 14.70 3 -17.06 0.874 N 7.0 7.417 18.472 to 150.0 R 1.0 8.000 0.0 4 10.42 0.0627 0.0 15.417 0.966 Vet = 5.57 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 Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 0.0 10.42 19.438 K Factor = 2.36 D4 0.0 0.874 0 3.0 0.500 19.438 to 150.0 0.0 3.000 0.0 4 0.0 0.0 0.0 3.500 0.0 Vet = 0 4 10.42 0.874 R 1.0 7.167 19.438 to 150.0 0.0 1.000 0.0 5 10.42 0.0626 0.0 8.167 0.511 Vel= 5.57 0.0 10.42 19.949 K Factor= 2.33 D5 0.0 0.874 0 3.0 5.250 19.949- to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 8.250 0.0 Vel = 0 5 10.42 0.874 R 1.0 6.500 19.949 to 150.0 0 3.0 4.000 0.0 6 10.42 0.0627 0.0 10.500 0.658 Vet = 5.57 6 0.0 0.874 3R 3.0 20.333 20.607 to 150.0 0 3.0 6.000 0.0 7 10.42 0.0627 0.0 26.333 1.650 Vet = 5.57 7 -15.67 0.874 N 7.0 3.500 22.257 to 150.0 0.0 7.000 8.662 8 -5.25 -0.0176 0.0 10.500 -0.185 Vel = 2.81 0.0 -5.25 30.734 K Factor = -0.95 7 15.67 0.874 R 1.0 10.083 22.257 to 150.0 0 3.0 4.000 0.0 9 15.67 0.1334 0.0 14.083 1.879 Vel = 8.38 9 11.81 1.101 2N 14.0 4.333 24.136 to 150.0 0.0 14.000 0.0 19 27.48 0.1225 0.0 18.333 2.245 Vel = 9.26 19 0.0 1.101 N 7.0 10.000 26.381 to 150.0 0.0 7.000 0.0 20 27.48 0.1225 0.0 17.000 2.083 Vel = 9.26 0.0 27.48 28.464 K Factor = 5.15 9 -11.81 0.874 N 7.0 11.750 24.136 to 150.0 0.0 7.000 0.0 10 -11.81 -0.0791 0.0 18.750 -1.483 Vel= 6.32 10 0.0 0.874 R 1.0 8.500 22.653 to 150.0 0.0 1.000 0.0 11 -11.81 -0.0792 0.0 9.500 -0.752 Vet = 6.32 0.0 -11.81 21.901 KFactor= -2.52 D3 0.0 0.874 0 3.0 2.583 21.901 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.583 0.0 Vet = 0 11 -11.81 0.874 N 7.0 4.917 21.901 to 150.0 0 3.0 10.000 0.0 12 -11.81 -0.0791 0.0 14.917 -1.180 Vel= 6.32 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 Ftngs Pt Pt Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 12 0.0 0.874 R 1.0 3.583 20.721 to 150.0 0.0 1.000 0.0 13 -11.81 -0.0790 0.0 4.583 -0.362 Vel = 6.32 13 -5.26 0.874 2R 2.0 10.083 20.359 to 150.0 0.0 2.000 0.0 3 -17.07 -0.1562 0.0 12.083 -1.887 Vel = 9.13 0.0 -17.07 18.472 K Factor = -3.97 13 5.25 0.874 2R 2.0 10.083 20.359 to 150.0 N 7.0 9.000 0.0 14 5.25 0.0177 0.0 19.083 0.337 Vel = 2.81 14 0.0 0.874 N 7.0 10.000 20.696 to 150.0 0.0 7.000 -4.331 15 5.25 0.0176 0.0 17.000 0.300 Vel = 2.81 15 0.0 0.874 3R 3.0 7.250 16.665 to 150.0 0.0 3.000 0.0 16 5.25 0.0177 0.0 10.250 0.181 Vel = 2.81 0.0 5.25 16.846 K Factor = 1.28 D7 0.0 0.874 0 3.0 4.417 16.846 to 150.0 0.0 3.000 0.0 16 0.0 0.0 0.0 7.417 0.0 Vet = 0 16 5.25 0.874 R 1.0 12.417 16.846 to 150.0 0.0 1.000 0.0 17 5.25 0.0177 0.0 13.417 0.237 Vet = 2.81 0.0 5.25 17.083 K Factor = 1.27 D6 0.0 0.874 0 3.0 4.417 17.083 to 150.0 0.0 3.000 0.0 17 0.0 0.0 0.0 7.417 0.0 Vel = 0 17 5.25 0.874 2N 14.0 6.250 17.083 to 150.0 0.0 14.000 0.0 18 5.25 0.0177 0.0 20.250 0.358 Vel = 2.81 18 0.0 0.874 N 7.0 10.000 17.441 to 150.0 0.0 7.000 12.993 8 5.25 0.0176 0.0 17.000 0.300 Vel = 2.81 0.0 5.25 30.734 K Factor = 0.95 20 27.48 1.101 0 5.0 2.833 28.464 to 150.0 0.0 5.000 0.0 21 27.48 0.1226 0.0 7.833 0.960 Vel = 9.26 21 0.0 1.101 N 7.0 1.417 29.424 to 150.0 0.0 7.000 4.331 TR 27.48 0.1225 0.0 8.417 1.031 VeI= 9.26 0.0 27.48 34.786 K Factor = 4.66 TR 27.48 1.101 2R 2.0 8.000 34.786 to 150.0 5 9.563 18.562 6.465 * * Fixed Loss = 3 BR 27.48 0.1225 Fsp 0.0 26.562 3.253 Vel = 9.26 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 Ftngs Pe Pv Notes Point Qt Pf!Ft Eqv. Ln. Total Pf Pn N 7.0 BR 5.00 1.101 0 5.0 2.000 44.504 Qa=5 to 150.0 0.0 5.000 0.0 X 32.48 0.1670 0.0 7.000 1.169 Vel= 10.95 X 0.0 1.244 0.0 5.000 45.673 to 150.0 0.0 0.0 2.166 EL 32.48 0.0920 0.0 5.000 0.460 Vet = 8.57 EL 0.0 1.244 0.0 65.000 48.299 to 150.0 0.0 0.0 0.0 Ml 32.48 0.0921 0.0 65.000 5.985 Vet = 8.57 Ml 0.0 1.025 0.0 1.000 54.284 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 32.48 0.2360 0.0 1.000 0.236 Vel= 12.63 M2 0.0 0.995 T 5.841 28.000 58.520 to 150.0 0.0 5.841 0.0 CM 32.48 0.2732 0.0 33.841 9.247 Vet = 13.40 CM -14.67 7.98 3F 40.774 324.000 67.767 to 150.0 T 52.855 93.629 0.0 100 17.81 0.0 0.0 417.629 0.001 Vel= 0.11 100 0.91 7.98 T 52.855 295.000 67.768 to 150.0 0.0 52.855 0.0 101 18.72 0.0 0.0 347.855 0.002 Vet = 0.12 0.0 18.72 67.770 K Factor = 2.27 100 -0.91 7.98 21 105.71 381.000 67.768 to 150.0 0.0 105.710 -1.299 105 -0.91 0.0 0.0 486.710 0.0 Vet = 0.01 0.0 -0.91 66.469 K Factor = -0.1 1 101 18.72 11.65 F 17.441 175.000 67.770 to 150.0 1 80.498 97.939 0.0 102 18.72 0.0 0.0 272.939 0.0 Vet = 0.06 102 -32.48 11.65 F 17.441 532.000 67.770 to 150.0 1 80.498 97.939 0.0 103 -13.76 0.0 0.0 629.939 0.0 Vet = 0.04 103 0.0 7.98 1 52.855 542.000 67.770 to 150.0 0.0 52.855 0.0 104 -13.76 0.0 0.0 594.855 -0.002 Vet = 0.09 104 14.67 11.65 T 80.498 207.000 67.768 to 150.0 0.0 80.498 -1.299 105 0.91 0.0 0.0 287.498 0.0 Vet = 0 0.0 0.91 66.469 K Factor = 0.11 104 -14.67 7.98 T 52.855 542.000 67.768 to 150.0 0.0 52.855 0.0 CM -14.67 0.0 0.0 594.855 -0.001 Vet = 0.09 0.0 -14.67 67.767 K Factor = -1.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 9 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 102 32.48 11.65 3T 241.494 1439.000 67.770 to 150.0 0.0 241.494 6.930 FT 32.48 0.0 0.0 1680.494 0.002 Vel= 0.10 0.0 32.48 74.702 K Factor = 3.76 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 1X Location : CALC AREA 2 System : 1 Contract Data File : PLAN 1X CA2 20X20.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 Location - CALC AREA 2 Building - PLAN 1X 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!_0T! S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )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 37.517 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 City Water Supply: Cl - Static Pressure : 84.6 C2 - Residual Pressure: 59.4 C2 - Residual Flow : 3750 Demand: Dl - Elevation : 16.458 D2 - System Flow : 20.024 D2 - System Pressure : 61.167 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 23.432 Water Supply Curve C NP Mechanical Page 2 CYPRESS AT THE PRESERVE Date 5/25/17 150 140 130 p120 R11° E10° 590 Ct 80 u 70 - C2 R 60 - - - r0D E ,.. 40 30 20 Dl 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 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 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 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 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 24.81 na H2 9.0 24.81 na H3 19.0 4.9 16.7 na 20.02 0.05 400 16.7 H4 19.0 20.68 na H5 19.0 20.79 na H6 29.0 16.52 na H7 29.0 16.4 na Dl 10.0 24.38 na D2 10.0 24.38 na 10.0 24.38 na 2 20.0 20.04 na 3 20.0 20.04 na D4 20.0 20.25 na 4 20.0 20.25 na D5 20.0 20.35 na 5 20.0 20.35 na 6 20.0 20.49 na 7 20.0 20.84 na 9 20.0 21.39 na 19 20.0 22.64 na 10 20.0 19.88 na D3 20.0 17.95 na ii 20.0 19.12 na 12 20.0 19.71 na 13 20.0 19.89 na 14 20.0 20.05 na 15 30.0 15.87 na D7 30.0 15.97 na 16 30.0 15.97 na D6 30.0 16.08 na 17 30.0 16.08 na 18 30.0 16.26 na 20 20.0 23.8 na 21 20.0 24.34 na TR 10.0 29.24 na BR 2.0 37.52 na 5.0 X 2.0 38.24 na EL -3.0 40.69 na Ml -3.0 44.38 na M2 -3.0 48.53 na CM -3.0 54.23 na 100 -3.0 54.23 na 101 -3.0 54.24 na 102 -3.0 54.24 na 103 -3.0 54.24 na 104 -3.0 54.23 na FT -19.0 61.17 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 24.808 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 24.375 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 24.808 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 24.375 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 20.680 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 20.247 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 20.787 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 20.354 K Factor =0 H6 0.0 0.874 N 7.0 1.000 16.517 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 16.084 K Factor = 0 H7 0.0 0.874 N 7.0 1.000 16.398 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 15.965 K Factor =0 Dl 0.0 0.874 N 7.0 11.750 24.375 to 150.0 R 1.0 8.000 0.0 D2 0.0 0.0 0.0 19.750 0.0 Vel = 0 D2 0.0 0.874 2N 14.0 2.833 24.375 to 150.0 0.0 14.000 0.0 1 0.0 0.0 0.0 16.833 0.0 Vel = 0 0.0 0.874 0 3.0 10.000 24.375 to 150.0 0.0 3.000 -4.331 2 0.0 0.0 0.0 13.000 0.0 Vel = 0 2 0.0 0.874 0 3.0 3.167 20.044 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 6.167 0.0 Vel = 0 3 4.48 0.874 N 7.0 7.417 20.044 to 150.0 R 1.0 8.000 0.0 4 4.48 0.0132 0.0 15.417 0.203 Vel = 2.40 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 Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 4.48 20.247 K Factor = 1.00 D4 0.0 0.874 0 3.0 0.500 20.247 to 150.0 0.0 3.000 0.0 4 0.0 0.0 0.0 3.500 0.0 Vel = 0 4 4.48 0.874 R 1.0 7.167 20.247 to 150.0 0.0 1.000 0.0 5 4.48 0.0131 0.0 8.167 0.107 Vel = 2.40 0.0 4.48 20.354 K Factor = 0.99 D5 0.0 0.874 0 3.0 5.250 20.354 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 8.250 0.0 Vel = 0 5 4.48 0.874 R 1.0 6.500 20.354 to 150.0 0 3.0 4.000 0.0 6 4.48 0.0131 0.0 10.500 0.138 Vel = 2.40 6 0.0 0.874 3R 3.0 20.333 20.492 to 150.0 0 3.0 6.000 0.0 7 4.48 0.0131 0.0 26.333 0.346 Vel = 2.40 7 -8.10 0.874 N 7.0 3.500 20.838 to 150.0 0.0 7.000 8.662 8 -3.62 -0.0089 0.0 10.500 -0.093 Vel = 1.94 0.0 -3.62 29.407 K Factor = -0.67 7 8.10 0.874 R 1.0 10.083 20.838 to 150.0 0 3.0 4.000 0.0 9 8.1 0.0393 0.0 14.083 0.554 Vel = 4.33 9 11.92 1.101 2N 14.0 4.333 21.392 to 150.0 0.0 14.000 0.0 19 20.02 0.0682 0.0 18.333 1.250 Vel= 6.75 19 0.0 1.101 N 7.0 10.000 22.642 to 150.0 0.0 7.000 0.0 20 20.02 0.0682 0.0 17.000 1.160 Vel= 6.75 0.0 20.02 23.802 K Factor = 4.10 9 -11.93 0.874 N 7.0 11.750 21.392 to 150.0 0.0 7.000 0.0 10 -11.93 -0.0805 0.0 18.750 -1.509 Vel= 6.38 10 0.0 0.874 R 1.0 8.500 19.883 to 150.0 0.0 1.000 0.0 11 -11.93 -0.0805 0.0 9.500 -0.765 Vel = 6.38 0.0 -11.93 19.118 KFactor= -2.73 D3 20.02 0.874 0 3.0 2.583 17.946 to 150.0 0.0 3.000 0.0 11 20.02 0.2099 0.0 5.583 1.172 Vel= 10.71 11 -11.92 0.874 N 7.0 4.917 19.118 to 150.0 0 3.0 10.000 0.0 12 8.1 0.0394 0.0 14.917 0.587 Vel = 4.33 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. Ref. Qa Dia. 'C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 12 0.0 0.874 R 1.0 3.583 19.705 to 150.0 0.0 1.000 0.0 13 8.1 0.0393 0.0 4.583 0.180 Vel = 4.33 13 -3.62 0.874 2R 2.0 10.083 19.885 to 150.0 0.0 2.000 0.0 3 4.48 0.0132 0.0 12.083 0.159 Vel = 2.40 0.0 4.48 20.044 K Factor = 1.00 13 3.62 0.874 2R 2.0 10.083 19.885 to 150.0 N 7.0 9.000 0.0 14 3.62 0.0089 0.0 19.083 0.169 Vel= 1.94 14 0.0 0.874 N 7.0 10.000 20.054 to 150.0 0.0 7.000 -4.331 15 3.62 0.0089 0.0 17.000 0.151 VeI= 1.94 15 0.0 0.874 3R 3.0 7.250 15.874 to 150.0 0.0 3.000 0.0 16 3.62 0.0089 0.0 10.250 0.091 Vel = 1.94 0.0 3.62 15.965 K Factor = 0.91 D7 0.0 0.874 0 3.0 4.417 15.965 to 150.0 0.0 3.000 0.0 16 0.0 0.0 0.0 7.417 0.0 Vel = 0 16 3.62 0.874 R 1.0 12.417 15.965 to 150.0 0.0 1.000 0.0 17 3.62 0.0089 0.0 13.417 0.119 Vel = 1.94 0.0 3.62 16.084 K Factor = 0.90 D6 0.0 0.874 0 3.0 4.417 16.084 to 150.0 0.0 3.000 0.0 17 0.0 0.0 0.0 7.417 0.0 Vel = 0 17 3.62 0.874 2N 14.0 6.250 16.084 to 150.0 0.0 14.000 0.0 18 3.62 0.0089 0.0 20.250 0.180 Vel = 1.94 18 0.0 0.874 N 7.0 10.000 16.264 to 150.0 0.0 7.000 12.993 8 3.62 0.0088 0.0 17.000 0.150 Vel = 1.94 0.0 3.62 29.407 K Factor = 0.67 20 20.02 1.101 0 5.0 2.833 23.802 to 150.0 0.0 5.000 0.0 21 20.02 0.0682 0.0 7.833 0.534 Vel = 6.75 21 0.0 1.101 N 7.0 1.417 24.336 to 150.0 0.0 7.000 4.331 TR 20.02 0.0682 0.0 8.417 0.574 Vel = 6.75 0.0 20.02 29.241 K Factor = 3.70 TR 20.02 1.101 2R 2.0 8.000 29.241 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 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 at Pf/Ft Eqv. Ln. Total Pf Pn N 7.0 BR 5.00 1.101 0 5.0 2.000 37.517 aa=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 38.238 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 40.688 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 44.381 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 48.527 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 54.234 to 150.0 T 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 54.235 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 54.236 K Factor= 1.96 100 -0.70 7.98 2T 105.71 381.000 54.235 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 52.936 K Factor = -0.10 101 14.42 11.65 F 17.441 175.000 54.236 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 54.236 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 T 52.855 542.000 54.236 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 1 80.498 207.000 54.235 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 52.936 K Factor = 0.10 104 -11.30 7.98 1 52.855 542.000 54.235 to 150.0 0.0 52.855 0.0 CM -11.3 0.0 0.0 594.855 -0.001 Vet = 0.07 0.0 -11.30 54.234 K Factor = -1.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 9 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 102 25.02 11.65 3T 241.494 1439.000 54.236 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 61.167 K Factor = 3.20 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 1X Location : CALC AREA 3 System : 1 Contract Data File : PLAN 1X 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 Location - CALC AREA 3 Building - PLAN lX 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: ( )l (X)2 ( )4 S )Other T )Specific Ruling Made by Date E N Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction E Domestic Flow Added - 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 26.358 Psi Required 33.315 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 : 26.358 C2 - Residual Flow : 3750 D2 - System Pressure : 62.433 Hose ( Demand) : 5 D3 - System Demand : 31.358 Safety Margin : 22.163 150 140 130 p120 R° E10° 90 "C1 U 70 c80 - 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 .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 1¼ 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 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 Actual Area Press Req. Hi 9.0 14.43 na H2 9.0 14.43 na H3 19.0 12.43 na H4 19.0 4.9 7.43 na 13.36 0.05 256 7.0 H5 19.0 4.9 7.04 na 13.0 0.05 256 7.039 H6 29.0 7.39 na H7 29.0 7.29 na Di 10.0 13.99 na D2 10.0 13.99 na 1 10.0 13.99 na 2 20.0 9.66 na 3 20.0 9.66 na D4 20.0 7.79 na 4 20.0 8.14 na D5 20.0 7.36 na 5 20.0 8.14 na 6 20.0 9.14 na 7 20.0 11.64 na 9 20.0 13.66 na 19 20.0 15.74 na 10 20.0 12.56 na D3 20.0 12.0 na 11 20.0 12.0 na 12 20.0 11.12 na 13 20.0 10.85 na 14 20.0 10.99 na 15 30.0 6.79 na D7 30.0 6.86 na 16 30.0 6.86 na D6 30.0 6.96 na 17 30.0 6.96 na 18 30.0 7.11 na 20 20.0 17.66 na 21 20.0 18.55 na TR 10.0 23.84 na BR 2.0 33.31 na 5.0 X 2.0 34.41 na EL -3.0 37.01 na Ml -3.0 42.61 na M2 -3.0 46.84 na CM -3.0 55.5 na 100 -3.0 55.5 na 101 -3.0 55.5 na 102 -3.0 55.5 na 103 -3.0 55.5 na 104 -3.0 55.5 na FT -19.0 62.43 na The maximum velocity is 12.94 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. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 14.426 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 13.993 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 14.426 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 13.993 K Factor =0 H3 0.0 0.874 N 7.0 1.000 12.432 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 11.999 K Factor =0 H4 13.36 0.874 N 7.0 1.000 7.432 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.36 0.0992 0.0 8.000 0.794 Vel = 7.14 0.0 13.36 7.793 K Factor = 4.79 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 H6 0.0 0.874 N 7.0 1.000 7.392 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 6.959 K Factor = 0 H7 0.0 0.874 N 7.0 1.000 7.294 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 6.861 K Factor = 0 Dl 0.0 0.874 N 7.0 11.750 13.993 to 150.0 R 1.0 8.000 0.0 D2 0.0 0.0 0.0 19.750 0.0 Vel = 0 D2 0.0 0.874 2N 14.0 2.833 13.993 to 150.0 0.0 14.000 0.0 1 0.0 0.0 0.0 16.833 0.0 Vel = 0 1 0.0 0.874 0 3.0 10.000 13.993 to 150.0 0.0 3.000 -4.331 2 0.0 0.0 0.0 13.000 0.0 Vel = 0 2 0.0 0.874 0 3.0 3.167 9.662 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 6.167 0.0 Vel = 0 3 -13.32 0.874 N 7.0 7.417 9.662 to 150.0 R 1.0 8.000 0.0 4 -13.32 -0.0987 0.0 15.417 -1.522 Vel = 7.12 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 Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -13.32 8.140 K Factor = -4.67 D4 13.36 0.874 0 3.0 0.500 7.793 to 150.0 0.0 3.000 0.0 4 13.36 0.0991 0.0 3.500 0.347 Vel = 7.14 4 -13.32 0.874 R 1.0 7.167 8.140 to 150.0 0.0 1.000 0.0 5 0.04 0.0 0.0 8.167 0.0 Vel = 0.02 0.0 0.04 8.140 KFactor= 0.01 D5 13.00 0.874 0 3.0 5.250 7.361 to 150.0 0.0 3.000 0.0 5 13.0 0.0944 0.0 8.250 0.779 Vel = 6.95 5 0.04 0.874 R 1.0 6.500 8.140 to 150.0 0 3.0 4.000 0.0 6 13.04 0.0950 0.0 10.500 0.997 Vel = 6.97 6 0.0 0.874 3R 3.0 20.333 9.137 to 150.0 0 3.0 6.000 0.0 7 13.04 0.0950 0.0 26.333 2.501 Vel = 6.97 7 -16.30 0.874 N 7.0 3.500 11.638 to 150.0 0.0 7.000 8.662 8 -3.26 -0.0072 0.0 10.500 -0.076 Vel = 1.74 0.0 -3.26 20.224 K Factor = -0.72 7 16.30 0.874 R 1.0 10.083 11.638 to 150.0 0 3.0 4.000 0.0 9 16.3 0.1435 0.0 14.083 2.021 Vel = 8.72 9 10.06 1.101 2N 14.0 4.333 13.659 to 150.0 0.0 14.000 0.0 19 26.36 0.1133 0.0 18.333 2.078 Vel= 8.88 19 0.0 1.101 N 7.0 10.000 15.737 to 150.0 0.0 7.000 0.0 20 26.36 0.1134 0.0 17.000 1.928 Vel= 8.88 0.0 26.36 17.665 K Factor = 6.27 9 -10.06 0.874 N 7.0 11.750 13.659 to 150.0 0.0 7.000 0.0 10 -10.06 -0.0588 0.0 18.750 -1.102 Vel = 5.38 10 0.0 0.874 R 1.0 8.500 12.557 to 150.0 0.0 1.000 0.0 11 -10.06 -0.0587 0.0 9.500 -0.558 Vel= 5.38 0.0 -10.06 11.999 K Factor = -2.90 D3 0.0 0.874 0 3.0 2.583 11.999 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.583 0.0 Vel = 0 11 -10.06 0.874 N 7.0 4.917 11.999 to 150.0 0 3.0 10.000 0.0 12 -10.06 -0.0587 0.0 14.917 -0.876 Vet = 5.38 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. Oa Dia. "C" Fitting or Pipe Ftngs Pt Pt Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 12 0.0 0.874 R 1.0 3.583 11.123 to 150.0 0.0 1.000 0.0 13 -10.06 -0.0587 0.0 4.583 -0.269 Vel = 5.38 13 -3.26 0.874 2R 2.0 10.083 10.854 to 150.0 0.0 2.000 0.0 3 -13.32 -0.0987 0.0 12.083 -1.192 Vel = 7.12 0.0 -13.32 9.662 K Factor = -4.29 13 3.26 0.874 2R 2.0 10.083 10.854 to 150.0 N 7.0 9.000 0.0 14 3.26 0.0073 0.0 19.083 0.139 Vel= 1.74 14 0.0 0.874 N 7.0 10.000 10.993 to 150.0 0.0 7.000 -4.331 15 3.26 0.0073 0.0 17.000 0.124 Vel= 1.74 15 0.0 0.874 3R 3.0 7.250 6.786 to 150.0 0.0 3.000 0.0 16 3.26 0.0073 0.0 10.250 0.075 VeI= 1.74 0.0 3.26 6.861 K Factor = 1.24 D7 0.0 0.874 0 3.0 4.417 6.861 to 150.0 0.0 3.000 0.0 16 0.0 0.0 0.0 7.417 0.0 Vel = 0 16 3.26 0.874 R 1.0 12.417 6.861 to 150.0 0.0 1.000 0.0 17 3.26 0.0073 0.0 13.417 0.098 Vel = 1.74 0.0 3.26 6.959 K Factor = 1.24 D6 0.0 0.874 0 3.0 4.417 6.959 to 150.0 0.0 3.000 0.0 17 0.0 0.0 0.0 7.417 0.0 Vel = 0 17 3.26 0.874 2N 14.0 6.250 6.959 to 150.0 0.0 14.000 0.0 18 3.26 0.0073 0.0 20.250 0.148 Vel = 1.74 18 0.0 0.874 N 7.0 10.000 7.107 to 150.0 0.0 7.000 12.993 8 3.26 0.0073 0.0 17.000 0.124 Vel = 1.74 0.0 3.26 20.224 K Factor = 0.72 20 26.36 1.101 0 5.0 2.833 17.665 to 150.0 0.0 5.000 0.0 21 26.36 0.1134 0.0 7.833 0.888 Vel = 8.88 21 0.0 1.101 N 7.0 1.417 18.553 to 150.0 0.0 7.000 4.331 TR 26.36 0.1133 0.0 8.417 0.954 Vel = 8.88 0.0 26.36 23.838 K Factor = 5.40 TR 26.36 1.101 2R 2.0 8.000 23.838 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.36 0.1134 Fsp 0.0 26.562 3.012 VeI= 8.88 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 Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn N 7.0 BR 5.00 1.101 0 5.0 2.000 33.315 Qa=5 to 150.0 0.0 5.000 0.0 X 31.36 0.1563 0.0 7.000 1.094 Vel= 10.57 X 0.0 1.244 0.0 5.000 34.409 to 150.0 0.0 0.0 2.166 EL 31.36 0.0862 0.0 5.000 0.431 Vel = 8.28 EL 0.0 1.244 0.0 65.000 37.006 to 150.0 0.0 0.0 0.0 Ml 31.36 0.0863 0.0 65.000 5.608 Vel = 8.28 Ml 0.0 1.025 0.0 1.000 42.614 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.36 0.2210 0.0 1.000 0.221 Vel= 12.19 M2 0.0 0.995 T 5.841 28.000 46.835 to 150.0 0.0 5.841 0.0 CM 31.36 0.2560 0.0 33.841 8.663 Vel= 12.94 CM -14.16 7.98 3F 40.774 324.000 55.498 to 150.0 1 52.855 93.629 0.0 100 17.2 0.0 0.0 417.629 0.001 Vel= 0.11 100 0.87 7.98 T 52.855 295.000 55.499 to 150.0 0.0 52.855 0.0 101 18.07 0.0 0.0 347.855 0.002 Vel = 0.12 0.0 18.07 55.501 K Factor = 2.43 100 -0.88 7.98 2T 105.71 381.000 55.499 to 150.0 0.0 105.710 -1.299 105 -0.88 0.0 0.0 486.710 0.0 Vel = 0.01 0.0 -0.88 54.200 K Factor = -0.12 101 18.07 11.65 F 17.441 175.000 55.501 to 150.0 1 80.498 97.939 0.0 102 18.07 0.0 0.0 272.939 0.0 Vel = 0.05 102 -31.35 11.65 F 17.441 532.000 55.501 to 150.0 T 80.498 97.939 0.0 103 -13.28 0.0 0.0 629.939 -0.001 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 55.500 to 150.0 0.0 52.855 0.0 104 -13.28 0.0 0.0 594.855 -0.001 Vel = 0.09 104 14.16 11.65 T 80.498 207.000 55.499 to 150.0 0.0 80.498 -1.299 105 0.88 0.0 0.0 287.498 0.0 Vel = 0 0.0 0.88 54.200 K Factor= 0.12 104 -14.16 7.98 T 52.855 542.000 55.499 to 150.0 0.0 52.855 0.0 CM -14.16 0.0 0.0 594.855 -0.001 Vel = 0.09 0.0 -14.16 55.498 KFactor= -1.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations Hazen-Williams NP Mechanical Page 9 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 102 31.36 11.65 3T 241.494 1439.000 55.501 to 150.0 0.0 241.494 6.930 FT 31.36 0.0 0.0 1680.494 0.002 Vel = 0.09 0.0 31.36 62.433 K Factor = 3.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I 1 A NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : CYPRESS ATTHE PRESERVE Building : PLAN 1X Location : CALC AREA 4 System : 1 Contract Data File : PLAN 1X CA4 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 4 Building - PLAN 1X 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 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 26.001 Psi Required 38.577 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 - 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 : 20.789 C2 - Residual Pressure: 59.4 D2 - System Flow : 26.001 C2 - Residual Flow : 3750 D2 - System Pressure : 67.360 Hose ( Demand) : 5 D3 - System Demand : 31.001 Safety Margin : 17.239 150 140 130 p120 R 11 E10° s 9° CI 80 02 U 70 C2 R 6003 E5° 40 30 20 DT 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 72 3/4 1 174 11/2 2 21/2 3 372 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 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * 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 13Swing 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 9.0 21.44 na 9.0 21.44 na 19.0 18.06 na 19.0 17.21 na 19.0 17.27 na 29.0 4.9 7.04 na 29.0 4.9 7.04 na 10.0 21.0 na 10.0 21.0 na 10.0 21.0 na 20.0 16.67 na 20.0 16.67 na 20.0 16.78 na 20.0 16.78 na 20.0 16.83 na 20.0 16.83 na 20.0 16.91 na 20.0 17.09 na 20.0 19.14 na 20.0 21.17 na 20.0 18.14 na 20.0 17.63 na 20.0 17.63 na 20.0 16.83 na 20.0 16.59 na 20.0 14.86 na 30.0 8.99 na 30.0 7.36 na 30.0 8.06 na 30.0 7.36 na 30.0 8.06 na 30.0 10.05 na 20.0 23.05 na 20.0 23.91 na 10.0 29.18 na 2.0 38.58 na 2.0 39.65 na -3.0 42.24 na -3.0 47.73 na -3.0 51.94 na -3.0 60.42 na -3.0 60.43 na -3.0 60.43 na -3.0 60.43 na -3.0 60.43 na -3.0 60.43 na -19.0 67.36 na 13.0 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 P Flow Density Area Press No. -- Actual Actual Rea. The maximum velocity is 12.79 and it occurs in the pipe between nodes M2 and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 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 0.0 0.874 N 7.0 1.000 21.437 to 150.0 0.0 7.000 -0.433 Dl 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 21.004 K Factor =0 H2 0.0 0.874 N 7.0 1.000 21.437 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 21.004 K Factor =0 H3 0.0 0.874 N 7.0 1.000 18.065 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 17.632 K Factor = 0 H4 0.0 0.874 N 7.0 1.000 17.212 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 16.779 K Factor =0 H5 0.0 0.874 N 7.0 1.000 17.268 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 16.835 K Factor = 0 H6 13.00 0.874 N 7.0 1.000 7.040 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D6 13.0 0.0944 0.0 8.000 0.755 Vet = 6.95 0.0 13.00 7.362 K Factor = 4.79 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 Dl 0.0 0.874 N 7.0 11.750 21.004 to 150.0 R 1.0 8.000 0.0 D2 0.0 0.0 0.0 19.750 0.0 Vet = 0 D2 0.0 0.874 2N 14.0 2.833 21.004 to 150.0 0.0 14.000 0.0 1 0.0 0.0 0.0 16.833 0.0 Vet = 0 1 0.0 0.874 0 3.0 10.000 21.004 to 150.0 0.0 3.000 -4.331 2 0.0 0.0 0.0 13.000 0.0 Vet = 0 2 0.0 0.874 0 3.0 3.167 16.673 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 6.167 0.0 Vet = 0 3 3.15 0.874 N 7.0 7.417 16.673 to 150.0 R 1.0 8.000 0.0 4 3.15 0.0069 0.0 15.417 0.106 Vet = 1.68 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 Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pt Pn 0.0 3.15 16.779 KFactor= 0.77 D4 0.0 0.874 0 3.0 0.500 16.779 to 150.0 0.0 3.000 0.0 4 0.0 0.0 0.0 3.500 0.0 Vel = 0 4 3.15 0.874 R 1.0 7.167 16.779 to 150.0 0.0 1.000 0.0 5 3.15 0.0069 0.0 8.167 0.056 Vel = 1.68 0.0 3.15 16.835 K Factor = 0.77 D5 0.0 0.874 0 3.0 5.250 16.835 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 8.250 0.0 Vel = 0 5 3.15 0.874 R 1.0 6.500 16.835 to 150.0 0 3.0 4.000 0.0 6 3.15 0.0069 0.0 10.500 0.072 Vel= 1.68 6 0.0 0.874 3R 3.0 20.333 16.907 to 150.0 0 3.0 6.000 0.0 7 3.15 0.0069 0.0 26.333 0.181 Vel= 1.68 7 -16.44 0.874 N 7.0 3.500 17.088 to 150.0 0.0 7.000 8.662 8 -13.29 -0.0983 0.0 10.500 -1.032 Vel = 7.11 0.0 -13.29 24.718 K Factor = -2.67 7 16.44 0.874 R 1.0 10.083 17.088 to 150.0 0 3.0 4.000 0.0 9 16.44 0.1458 0.0 14.083 2.054 Vel = 8.79 9 9.56 1.101 2N 14.0 4.333 19.142 to 150.0 0.0 14.000 0.0 19 26.0 0.1105 0.0 18.333 2.026 Vel= 8.76 19 0.0 1.101 N 7.0 10.000 21.168 to 150.0 0.0 7.000 0.0 20 26.0 0.1106 0.0 17.000 1.880 Vel= 8.76 0.0 26.00 23.048 K Factor = 5.42 9 -9.56 0.874 N 7.0 11.750 19.142 to 150.0 0.0 7.000 0.0 10 -9.56 -0.0534 0.0 18.750 -1.002 Vel= 5.11 10 0.0 0.874 A 1.0 8.500 18.140 to 150.0 0.0 1.000 0.0 11 -9.56 -0.0535 0.0 9.500 -0.508 Vel = 5.11 0.0 -9.56 17.632 K Factor = -2.28 D3 0.0 0.874 0 3.0 2.583 17.632 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.583 0.0 Vel = 0 11 -9.56 0.874 N 7.0 4.917 17.632 to 150.0 0 3.0 10.000 0.0 12 -9.56 -0.0534 0.0 14.917 -0.797 Vel= 5.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical CYPRESS ATTHE PRESERVE Page Date 7 5/25/17 Hyd. Ref. Oa Dia. "C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 12 0.0 0.874 R 1.0 3.583 16.835 to 150.0 0.0 1.000 0.0 13 -9.56 -0.0535 0.0 4.583 -0.245 Vel = 5.11 13 12.71 0.874 2R 2.0 10.083 16.590 to 150.0 0.0 2.000 0.0 3 3.15 0.0069 0.0 12.083 0.083 Vel = 1.68 0.0 3.15 16.673 K Factor = 0.77 13 -12.71 0.874 2R 2.0 10.083 16.590 to 150.0 N 7.0 9.000 0.0 14 -12.71 -0.0906 0.0 19.083 -1.729 Vel = 6.80 14 0.0 0.874 N 7.0 10.000 14.861 to 150.0 0.0 7.000 -4.331 15 -12.71 -0.0906 0.0 17.000 -1.540 Vel= 6.80 15 0.0 0.874 3R 3.0 7.250 8.990 to 150.0 0.0 3.000 0.0 16 -12.71 -0.0906 0.0 10.250 -0.929 Vel = 6.80 0.0 -12.71 8.061 K Factor = -4.48 D7 13.00 0.874 0 3.0 4.417 7.361 to 150.0 0.0 3.000 0.0 16 13.0 0.0944 0.0 7.417 0.700 Vel = 6.95 16 -12.71 0.874 R 1.0 12.417 8.061 to 150.0 0.0 1.000 0.0 17 0.29 0.0001 0.0 13.417 0.002 Vel = 0.16 0.0 0.29 8.063 KFactor= 0.10 D6 13.00 0.874 0 3.0 4.417 7.362 to 150.0 0.0 3.000 0.0 17 13.0 0.0945 0.0 7.417 0.701 Vet = 6.95 17 0.29 0.874 2N 14.0 6.250 8.063 to 150.0 0.0 14.000 0.0 18 13.29 0.0983 0.0 20.250 1.990 Vel= 7.11 18 0.0 0.874 N 7.0 10.000 10.053 to 150.0 0.0 7.000 12.993 8 13.29 0.0984 0.0 17.000 1.672 Vel= 7.11 0.0 13.29 24.718 K Factor = 2.67 20 26.00 1.101 0 5.0 2.833 23.048 to 150.0 0.0 5.000 0.0 21 26.0 0.1106 0.0 7.833 0.866 Vel = 8.76 21 0.0 1.101 N 7.0 1.417 23.914 to 150.0 0.0 7.000 4.331 TR 26.0 0.1106 0.0 8.417 0.931 Vel= 8.76 0.0 26.00 29.176 K Factor = 4.81 TR 26.00 1.101 2R 2.0 8.000 29.176 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.0 0.1105 Fsp 0.0 26.562 2.936 Vel = 8.76 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 Pf/Ft Eqv. Ln. Total Pf Pn N 7.0 BR 5.00 1.101 0 5.0 2.000 38.577 Qa=5 to 150.0 0.0 5.000 0.0 X 31.0 0.1531 0.0 7.000 1.072 Vel= 10.45 X 0.0 1.244 0.0 5.000 39.649 to 150.0 0.0 0.0 2.166 EL 31.0 0.0844 0.0 5.000 0.422 Vel= 8.18 EL 0.0 1.244 0.0 65.000 42.237 to 150.0 0.0 0.0 0.0 Ml 31.0 0.0844 0.0 65.000 5.489 Vel= 8.18 Ml 0.0 1.025 0.0 1.000 47.726 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.0 0.2170 0.0 1.000 0.217 Vel = 12.05 M2 0.0 0.995 T 5.841 28.000 51.943 to 150.0 0.0 5.841 0.0 CM 31.0 0.2506 0.0 33.841 8.482 Vel= 12.79 CM -14.00 7.98 3F 40.774 324.000 60.425 to 150.0 T 52.855 93.629 0.0 100 17.0 0.0 0.0 417.629 0.001 Vel = 0.11 100 0.87 7.98 T 52.855 295.000 60.426 to 150.0 0.0 52.855 0.0 101 17.87 0.0 0.0 347.855 0.001 Vel= 0.11 0.0 17.87 60.427 K Factor = 2.30 100 -0.87 7.98 2T 105.71 381.000 60.426 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 59.127 K Factor= -0.11 101 17.87 11.65 F 17.441 175.000 60.427 to 150.0 1 80.498 97.939 0.0 102 17.87 0.0 0.0 272.939 0.001 Vel = 0.05 102 -31.00 11.65 F 17.441 532.000 60.428 to 150.0 T 80.498 97.939 0.0 103 -13.13 0.0 0.0 629.939 -0.001 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 60.427 to 150.0 0.0 52.855 0.0 104 -13.13 0.0 0.0 594.855 -0.001 Vel = 0.08 104 14.00 11.65 1 80.498 207.000 60.426 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 59.127 K Factor = 0.11 104 -14.00 7.98 1 52.855 542.000 60.426 to 150.0 0.0 52.855 0.0 CM -14.0 0.0 0.0 594.855 -0.001 Vel = 0.09 0.0 -14.00 60.425 K Factor = -1.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 9 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. 11C., or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 102 31.00 11.65 3T 241.494 1439.000 60.428 to 150.0 0.0 241.494 6.930 FT 31.0 0.0 0.0 1680.494 0.002 Vel= 0.09 0.0 31-00 -67.360 K Factor = 3.78 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 1X Location : ALT. CALC AREA 1 System : 1 Contract Data File : ALT. PLAN1X 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 Location - ALT. CALC AREA 1 Building - PLAN lx 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: ( )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 ( ) PreActiori 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 27.484 Psi Required 44.049 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 Page 2 CYPRESS AT THE PRESERVE Date 5/25/17 City Water Suppjy: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 12.127 C2 - Residual Pressure: 59.4 D2 - System Flow : 27.484 C2 - Residual Flow : 3750 D2 - System Pressure : 74.248 Hose ( Demand) : 5 D3 - System Demand :32.484 Safety Margin : 10.351 150 140 130 p120 R 11 E10° 90 CI 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 CYPRESS AT THE PRESERVE Page Date 3 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 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* 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 13Swing 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 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 Rea. Hi 9.0 4.9 7.04 na 13.0 H2 9.0 4.9 8.74 na 14.48 H3 19.0 22.1 na H4 19.0 19.47 na H5 19.0 19.77 na H6 29.0 16.9 na H7 29.0 16.93 na Dl 10.0 7.36 na D2 10.0 9.23 na 1 10.0 15.57 na 2 20.0 16.15 na 3 20.0 18.47 na D4 20.0 19.04 na 4 20.0 19.04 na D5 20.0 19.34 na 5 20.0 19.34 na 6 20.0 19.72 na 7 20.0 20.69 na 9 20.0 21.02 na 10 20.0 21.45 na D3 20.0 21.67 na 11 20.0 21.67 na 12 20.0 22.02 na 19 20.0 23.2 na 13 20.0 20.93 na 14 20.0 20.89 na 15 30.0 16.52 na D7 30.0 16.49 na 16 30.0 16.49 na D6 30.0 16.46 na 17 30.0 16.46 na 18 30.0 16.42 na 20 20.0 25.28 na 21 20.0 25.98 na 22 20.0 27.36 na 23 20.0 28.14 na TRA 10.0 34.33 na BR 2.0 44.05 na 5.0 X 2.0 45.22 na EL -3.0 47.84 na Ml -3.0 53.83 na M2 -3.0 58.07 na CM -3.0 67.31 na 100 -3.0 67.31 na 101 -3.0 67.31 na 102 -3.0 67.32 na 103 -3.0 67.31 na 104 -3.0 67.31 na FT -19.0 74.25 na 0.05 256 7.039 0.05 256 7.0 The maximum velocity is 14.7 and it occurs in the pipe between nodes D2 and 1 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 Fe 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 14.48 0.874 N 7.0 1.000 8.737 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D2 14.48 0.1152 0.0 8.000 0.922 Vel= 7.74 0.0 14.48 9.226 K Factor = 4.77 H3 0.0 0.874 N 7.0 1.000 22.104 to 150.0 0.0 7.000 -0.433 D3 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0 0.0 0.0 21.670 K Factor = 0 H4 0.0 0.874 N 7.0 1.000 19.470 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 19.037 K Factor =0 H5 0.0 0.874 N 7.0 1.000 19.770 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 19.337 K Factor = 0 H6 0.0 0.874 N 7.0 1.000 16.898 to 150.0 0.0 7.000 -0.433 D6 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0 0.0 0.0 16.464 K Factor =0 H7 0.0 0.874 N 7.0 1.000 16.927 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 16.494 K Factor = 0 Di 13.00 0.874 N 7.0 11.750 7.361 to 150.0 R 1.0 8.000 0.0 D2 13.0 0.0944 0.0 19.750 1.865 Vel = 6.95 D2 14.48 0.874 2N 14.0 2.833 9.226 to 150.0 0.0 14.000 0.0 1 27.48 0.3771 0.0 16.833 6.348 Vel = 14.70 0.0 0.874 0 3.0 10.000 15.574 to 150.0 0.0 3.000 -4.331 2 27.48 0.3772 0.0 13.000 4.903 Vel = 14.70 2 0.0 0.874 0 3.0 3.167 16.146 to 150.0 0.0 3.000 0.0 3 27.48 0.3772 0.0 6.167 2.326 Vel = 14.70 3 -19.68 0.874 N 7.0 7.417 18.472 to 150.0 R 1.0 8.000 0.0 4 7.8 0.0366 0.0 15.417 0.565 Vel = 4.17 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 Ot Pf/Ft Eqv. Ln. Total Pf Pn 0.0 7.80 19.037 K Factor = 1.79 D4 0.0 0.874 0 3.0 0.500 19.037 to 150.0 0.0 3.000 0.0 4 0.0 0.0 0.0 3.500 0.0 Vel = 0 4 7.80 0.874 R 1.0 7.167 19.037 to 150.0 0.0 1.000 0.0 5 7.8 0.0367 0.0 8.167 0.300 Vel = 4.17 0.0 7.80 19.337 K Factor = 1.77 D5 0.0 0.874 0 3.0 5.250 19.337 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 8.250 0.0 Vel = 0 5 7.80 0.874 R 1.0 6.500 19.337 to 150.0 0 3.0 4.000 0.0 6 7.8 0.0367 0.0 10.500 0.385 Vel = 4.17 6 0.0 0.874 313 3.0 20.333 19.722 to 150.0 0 3.0 6.000 0.0 7 7.8 0.0367 0.0 26.333 0.967 Vel = 4.17 7 -6.08 0.874 N 7.0 3.500 20.689 to 150.0 0.0 7.000 8.662 8 1.72 0.0022 0.0 10.500 0.023 Vel = 0.92 0.0 1.72 29.374 K Factor = 0.32 7 6.09 0.874 R 1.0 10.083 20.689 to 150.0 0 3.0 4.000 0.0 9 6.09 0.0232 0.0 14.083 0.327 Vel = 3.26 9 0.0 0.874 N 7.0 11.750 21.016 to 150.0 0.0 7.000 0.0 10 6.09 0.0231 0.0 18.750 0.434 Vel = 3.26 10 0.0 0.874 R 1.0 8.500 21.450 to 150.0 0.0 1.000 0.0 11 6.09 0.0232 0.0 9.500 0.220 Vel = 3.26 0.0 6.09 21.670 K Factor = 1.31 D3 0.0 0.874 0 3.0 2.583 21.670 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.583 0.0 Vel = 0 11 6.09 0.874 N 7.0 4.917 21.670 to 150.0 0 3.0 10.000 0.0 12 6.09 0.0232 0.0 14.917 0.346 Vel = 3.26 12 -27.49 0.874 R 1.0 3.583 22.016 to 150.0 0.0 1.000 0.0 13 -21.4 -0.2372 0.0 4.583 -1.087 Vel= 11.44 0.0 -21.40 20.929 K Factor = -4.68 12 27.48 1.101 N 7.0 2.667 22.016 to 150.0 0.0 7.000 0.0 19 27.48 0.1226 0.0 9.667 1.185 Vel = 9.26 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 Ftngs Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 19 0.0 1.101 N 7.0 10.000 23.201 to 150.0 0.0 7.000 0.0 20 27.48 0.1225 0.0 17.000 2.082 Vel = 9.26 0.0 27.48 25.283 K Factor = 5.47 13 -19.68 0.874 2R 2.0 10.083 20.929 to 150.0 0.0 2.000 0.0 3 -19.68 -0.2033 0.0 12.083 -2.457 Vel = 10.52 0.0 -19.68 18.472 K Factor = -4.58 13 -1.72 0.874 2R 2.0 10.083 20.929 to 150.0 N 7.0 9.000 0.0 14 -1.72 -0.0023 0.0 19.083 -0.043 Vel= 0.92 14 0.0 0.874 N 7.0 10.000 20.886 to 150.0 0.0 7.000 -4.331 15 -1.72 -0.0022 0.0 17.000 -0.038 Vel = 0.92 15 0.0 0.874 3R 3.0 7.250 16.517 to 150.0 0.0 3.000 0.0 16 -1.72 -0.0022 0.0 10.250 -0.023 Vel = 0.92 0.0 -1.72 16.494 KFactor= -0.42 D7 0.0 0.874 0 3.0 4.417 16.494 to 150.0 0.0 3.000 0.0 16 0.0 0.0 0.0 7.417 0.0 Vel = 0 16 -1.72 0.874 R 1.0 12.417 16.494 to 150.0 0.0 1.000 0.0 17 -1.72 -0.0022 0.0 13.417 -0.030 Vel = 0.92 0.0 -1.72 16.464 K Factor = -0.42 D6 0.0 0.874 0 3.0 4.417 16.464 to 150.0 0.0 3.000 0.0 17 0.0 0.0 0.0 7.417 0.0 Vel = 0 17 -1.72 0.874 2N 14.0 6.250 16.464 to 150.0 0.0 14.000 0.0 18 -1.72 -0.0022 0.0 20.250 -0.045 Vel= 0.92 18 0.0 0.874 N 7.0 10.000 16.419 to 150.0 0.0 7.000 12.993 8 -1.72 -0.0022 0.0 17.000 -0.038 Vel = 0.92 0.0 -1.72 29.374 K Factor = -0.32 20 27.48 1.101 0 5.0 0.667 25.283 to 150.0 0.0 5.000 0.0 21 27.48 0.1225 0.0 5.667 0.694 Vel = 9.26 21 0.0 1.101 0 5.0 6.250 25.977 to 150.0 0.0 5.000 0.0 22 27.48 0.1226 0.0 11.250 1.379 Vel = 9.26 22 0.0 1.101 0 5.0 1.417 27.356 to 150.0 0.0 5.000 0.0 23 27.48 0.1225 0.0 6.417 0.786 Vel = 9.26 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 Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 23 0.0 1.101 N 7.0 3.167 28.142 to 150.0 0 5.0 12.000 4.331 TRA 27.48 0.1225 0.0 15.167 1.858 Vel= 9.26 0.0 27.48 34.331 K Factor = 4.69 TRA 27.48 1.101 2R 2.0 8.000 34.331 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 27.48 0.1225 Fsp 0.0 26.562 3.253 Vet = 9.26 N 7.0 BR 5.00 1.101 0 5.0 2.000 44.049 Qa=5 to 150.0 0.0 5.000 0.0 X 32.48 0.1670 0.0 7.000 1.169 Vel= 10.95 X 0.0 1.244 0.0 5.000 45.218 to 150.0 0.0 0.0 2.166 EL 32.48 0.0920 0.0 5.000 0.460 Vel = 8.57 EL 0.0 1.244 0.0 65.000 47.844 to 150.0 0.0 0.0 0.0 Ml 32.48 0.0921 0.0 65.000 5.985 Vel = 8.57 Ml 0.0 1.025 0.0 1.000 53.829 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 32.48 0.2360 0.0 1.000 0.236 Vel = 12.63 M2 0.0 0.995 T 5.841 28.000 58.065 to 150.0 0.0 5.841 0.0 CM 32.48 0.2732 0.0 33.841 9.247 Vet = 13.40 CM -14.67 7.98 3F 40.774 324.000 67.312 to 150.0 T 52.855 93.629 0.0 100 17.81 0.0 0.0 417.629 0.002 Vel= 0.11 100 0.91 7.98 1 52.855 295.000 67.314 to 150.0 0.0 52.855 0.0 101 18.72 0.0 0.0 347.855 0.001 Vel = 0.12 0.0 18.72 67.315 K Factor = 2.28 100 -0.91 7.98 2T 105.71 381.000 67.314 to 150.0 0.0 105.710 -1.299 105 -0.91 0.0 0.0 486.710 -0.001 Vet = 0.01 0.0 -0.91 66.014 K Factor= -0.11 101 18.72 11.65 F 17.441 175.000 67.315 to 150.0 T 80.498 97.939 0.0 102 18.72 0.0 0.0 272.939 0.0 Vet = 0.06 102 -32.48 11.65 F 17.441 532.000 67.315 to 150.0 1 80.498 97.939 0.0 103 -13.76 0.0 0.0 629.939 0.0 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 67.315 to 150.0 0.0 52.855 0.0 104 -13.76 0.0 0.0 594.855 -0.001 Vel = 0.09 104 14.67 11.65 1 80.498 207.000 67.314 to 150.0 0.0 80.498 -1.299 105 0.91 0.0 0.0 287.498 -0.001 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 9 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 0.91 66.014 KFactor= 0.11 104 -14.67 7.98 T 52.855 542.000 67.314 to 150.0 0.0 52.855 0.0 CM -14.67 0.0 0.0 594.855 -0.002 Vet = 0.09 0.0 -14.67 67.312 K Factor = -1.79 102 32.48 11.65 3T 241.494 1439.000 67.315 to 150.0 0.0 241.494 6.930 FT 32.48 0.0 0.0 1680.494 0.003 Vet = 0.10 0.0 32.48 74.248 K Factor = 3.77 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 1X Location : ALT. CALC AREA 2 System : 1 Contract Data File : ALT. PLAN1X 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 1X 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 37.786 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 Page 2 CYPRESS AT THE PRESERVE Date 5/25/17 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 16.458 02 - Residual Pressure: 59.4 D2 - System Flow : 20.024 C2 - Residual Flow : 3750 D2 - System Pressure : 61.436 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 23.162 150 140 130 p120 R° E100 s9° ell Q80 U 70 C2 - R 60 E 50D 40 30 20 - ______ ________ Dl ___________ • — ....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 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 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP Mechanical Page 4 CYPRESS ATTHE PRESERVE Date 5/25/17 Node No. Elevation K- Fact Pt Actual P Flow Density Area Press Actual Req. Hi 9.0 25.3 na H2 9.0 25.3 na H3 19.0 4.9 16.7 na 20.02 0.05 400 16.7 H4 19.0 20.85 na H5 19.0 20.79 na H6 29.0 16.43 na H7 29.0 16.5 na Di 10.0 24.87 na D2 10.0 24.87 na 10.0 24.87 na 2 20.0 20.54 na 3 20.0 20.54 na D4 20.0 20.42 na 4 20.0 20.42 na D5 20.0 20.36 na 5 20.0 20.36 na 6 20.0 20.28 na 7 20.0 20.08 na 9 20.0 19.76 na 10 20.0 19.33 na D3 20.0 17.95 na ii 20.0 19.12 na 12 20.0 20.73 na 19 20.0 21.39 na 13 20.0 20.63 na 14 20.0 20.53 na 15 30.0 16.11 na D7 30.0 16.06 na 16 30.0 16.06 na D6 30.0 15.99 na 17 30.0 15.99 na 18 30.0 15.89 na 20 20.0 22.55 na 21 20.0 22.94 na 22 20.0 23.71 na 23 20.0 24.14 na IRA 10.0 29.51 na BR 2.0 37.79 na 5.0 X 2.0 38.51 na EL -3.0 40.96 na Ml -3.0 44.65 na M2 -3.0 48.8 na CM -3.0 54.5 na 100 -3.0 54.5 na 101 -3.0 54.5 na 102 -3.0 54.5 na 103 -3.0 54.5 na 104 -3.0 54.5 na FT -19.0 61.44 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 ATTHE 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 25.303 to 150.0 0.0 7.000 -0.433 Dl 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 24.870 K Factor =0 H2 0.0 0.874 N 7.0 1.000 25.303 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 24.870 K Factor = 0 H3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 20.02 0.2099 0.0 8.000 1.679 VeI= 10.71 0.0 20.02 17.946 K Factor = 4.73 H4 0.0 0.874 N 7.0 1.000 20.855 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 20.422 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 20.793 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 20.360 K Factor = 0 H6 0.0 0.874 N 7.0 1.000 16.427 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 15.994 K Factor = 0 H7 0.0 0.874 N 7.0 1.000 16.495 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 16.062 K Factor =0 Dl 0.0 0.874 N 7.0 11.750 24.870 to 150.0 R 1.0 8.000 0.0 D2 0.0 0.0 0.0 19.750 0.0 Vel = 0 D2 0.0 0.874 2N 14.0 2.833 24.870 to 150.0 0.0 14.000 0.0 1 0.0 0.0 0.0 16.833 0.0 Vet = 0 1 0.0 0.874 0 3.0 10.000 24.870 to 150.0 0.0 3.000 -4.331 2 0.0 0.0 0.0 13.000 0.0 Vel = 0 2 0.0 0.874 0 3.0 3.167 20.539 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 6.167 0.0 - - Vel = 0 3 -3.33 0.874 N 7.0 7.417 20.539 to 150.0 R 1.0 8.000 0.0 4 -3.33 -0.0076 0.0 15.417 -0.117 Vet = 1.78 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 Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -3.33 20.422 K Factor = -0.74 D4 0.0 0.874 0 3.0 0.500 20.422 to 150.0 0.0 3.000 0.0 4 0.0 0.0 0.0 3.500 0.0 Vel = 0 4 -3.33 0.874 R 1.0 7.167 20.422 to 150.0 0.0 1.000 0.0 5 -3.33 -0.0076 0.0 8.167 -0.062 Vet = 1.78 0.0 -3.33 20.360 K Factor = -0.74 D5 0.0 0.874 0 3.0 5.250 20.360 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 8.250 0.0 Vet = 0 5 -3.33 0.874 R 1.0 6.500 20.360 to 150.0 0 3.0 4.000 0.0 6 -3.33 -0.0076 0.0 10.500 -0.080 Vel = 1.78 6 0.0 0.874 3R 3.0 20.333 20.280 to 150.0 0 3.0 6.000 0.0 7 -3.33 -0.0076 0.0 26.333 -0.200 Vet = 1.78 7 6.02 0.874 N 7.0 3.500 20.080 to 150.0 0.0 7.000 8.662 8 2.69 0.0051 0.0 10.500 0.054 Vel= 1.44 0.0 2.69 28.796 K Factor = 0.50 7 -6.02 0.874 R 1.0 10.083 20.080 to 150.0 0 3.0 4.000 0.0 9 -6.02 -0.0227 0.0 14.083 -0.320 Vet = 3.22 9 0.0 0.874 N 7.0 11.750 19.760 to 150.0 0.0 7.000 0.0 10 -6.02 -0.0227 0.0 18.750 -0.426 Vet = 3.22 10 0.0 0.874 R 1.0 8.500 19.334 to 150.0 0.0 1.000 0.0 11 -6.02 -0.0227 0.0 9.500 -0.216 Vet = 3.22 0.0 -6.02 19.118 KFactor= -1.38 D3 20.02 0.874 0 3.0 2.583 17.946 to 150.0 0.0 3.000 0.0 11 20.02 0.2099 0.0 5.583 1.172 Vel = 10.71 11 -6.01 0.874 N 7.0 4.917 19.118 to 150.0 0 3.0 10.000 0.0 12 14.01 0.1084 0.0 14.917 1.617 Vet = 7.49 12 -20.03 0.874 R 1.0 3.583 20.735 to 150.0 0.0 1.000 0.0 13 -6.02 -0.0227 0.0 4.583 -0.104 Vet = 3.22 0.0 -6.02 20.631 K Factor = -1.33 12 20.02 1.101 N 7.0 2.667 20.735 to 150.0 0.0 7.000 0.0 19 20.02 0.0682 0.0 9.667 0.659 Vet = 6.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical CYPRESS AT THE PRESERVE Page 7 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 19 0.0 1.101 N 7.0 10.000 21.394 to 150.0 0.0 7.000 0.0 20 20.02 0.0682 0.0 17.000 1.159 Vet = 6.75 0.0 20.02 22.553 K Factor = 4.22 13 -3.33 0.874 2R 2.0 10.083 20.631 to 150.0 0.0 2.000 0.0 3 -3.33 -0.0076 0.0 12.083 -0.092 Vet = 1.78 0.0 -3.33 20.539 K Factor = -0.73 13 -2.69 0.874 2R 2.0 10.083 20.631 to 150.0 N 7.0 9.000 0.0 14 -2.69 -0.0051 0.0 19.083 -0.098 Vet= 1.44 14 0.0 0.874 N 7.0 10.000 20.533 to 150.0 0.0 7.000 -4.331 15 -2.69 -0.0051 0.0 17.000 -0.087 Vet = 1.44 15 0.0 0.874 3R 3.0 7.250 16.115 to 150.0 0.0 3.000 0.0 16 -2.69 -0.0052 0.0 10.250 -0.053 Vet = 1.44 0.0 -2.69 16.062 K Factor = -0.67 D7 0.0 0.874 0 3.0 4.417 16.062 to 150.0 0.0 3.000 0.0 16 0.0 0.0 0.0 7.417 0.0 Vet = 0 16 -2.69 0.874 R 1.0 12.417 16.062 to 150.0 0.0 1.000 0.0 17 -2.69 -0.0051 0.0 13.417 -0.068 Vet = 1.44 0.0 -2.69 15.994 K Factor = -0.67 D6 0.0 0.874 0 3.0 4.417 15.994 to 150.0 0.0 3.000 0.0 17 0.0 0.0 0.0 7.417 0.0 Vet = 0 17 -2.69 0.874 2N 14.0 6.250 15.994 to 150.0 0.0 14.000 0.0 18 -2.69 -0.0051 0.0 20.250 -0.104 Vet= 1.44 18 0.0 0.874 N 7.0 10.000 15.890 to 150.0 0.0 7.000 12.993 8 -2.69 -0.0051 0.0 17.000 -0.087 Vet = 1.44 0.0 -2.69 28.796 K Factor = -0.50 20 20.02 1.101 0 5.0 0.667 22.553 to 150.0 0.0 5.000 0.0 21 20.02 0.0683 0.0 5.667 0.387 Vet = 6.75 21 0.0 1.101 0 5.0 6.250 22.940 to 150.0 0.0 5.000 0.0 22 20.02 0.0682 0.0 11.250 0.767 Vet = 6.75 22 0.0 1.101 0 5.0 1.417 23.707 to 150.0 0.0 5.000 0.0 23 20.02 0.0681 0.0 6.417 0.437 Vet = 6.75 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 at Pf/Ft Eqv. Ln. Total Pf Pn 23 0.0 1.101 N 7.0 3.167 24.144 to 150.0 0 5.0 12.000 4.331 TRA 20.02 0.0682 0.0 15.167 1.035 Vel = 6.75 0.0 20.02 29.510 K Factor = 3.69 TRA 20.02 1.101 2R 2.0 8.000 29.510 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 37.786 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 38.507 to 150.0 0.0 0.0 2.166 EL 25.02 0.0566 0.0 5.000 0.283 Vet = 6.60 EL 0.0 1.244 0.0 65.000 40.956 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 44.650 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 1 5.841 28.000 48.796 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 54.503 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 54.504 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 54.505 K Factor = 1.95 100 -0.70 7.98 2T 105.71 381.000 54.504 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 53.204 K Factor= -0.10 101 14.42 11.65 F 17.441 175.000 54.505 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 54.505 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 T 52.855 542.000 54.505 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 54.504 to 150.0 0.0 80.498 -1.299 105 0.7 0.0 0.0 287.498 -0.001 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 9 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Ref. Dia. C" Fitting or Pipe Ftngs Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 0.0 0.70 53.204 K Factor = 0.10 104 -11.30 7.98 T 52.855 542.000 54.504 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 54.503 KFactor= -1.53 102 25.02 11.65 3T 241.494 1439.000 54.505 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 61.436 KFactor= 3.19 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 1X Location : ALT. CALC AREA 3 System : 1 Contract Data File : ALT. PLAN 1X 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 - ALT. CALC AREA 3 Building - PLAN 1X System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9T_0TI 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 26.377 Summary C-Factor Used: Psi Required Overhead 150 33.783 At BR 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 : 26.377 C2 - Residual Flow : 3750 D2 - System Pressure : 62.919 Hose ( Demand) : 5 D3 - System Demand : 31.377 Safety Margin : 21.680 150 140 130 P 120 R 11 E 100 90 --1— s 80 U 70 - C2 R 60 D3 E50 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 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 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 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 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 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 No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. Hi 9.0 14.91 na H2 9.0 14.91 na H3 19.0 12.52 na H4 19.0 4.9 7.45 na 13.38 0.05 256 7.0 H5 19.0 4.9 7.04 na 13.0 0.05 256 7.039 H6 29.0 7.25 na H7 29.0 7.37 na Di 10.0 14.47 na D2 10.0 14.47 na 10.0 14.47 na 2 20.0 10.14 na 3 20.0 10.14 na D4 20.0 7.82 na 4 20.0 8.16 na D5 20.0 7.36 na 5 20.0 8.14 na 6 20.0 8.87 na 7 20.0 10.7 na 9 20.0 11.16 na 10 20.0 11.78 na D3 20.0 12.09 na 11 20.0 12.09 na 12 20.0 12.57 na 19 20.0 13.67 na 13 20.0 11.7 na 14 20.0 11.52 na 15 30.0 7.03 na D7 30.0 6.94 na 16 30.0 6.94 na D6 30.0 6.81 na 17 30.0 6.81 na 18 30.0 6.63 na 20 20.0 15.6 na 21 20.0 16.24 na 22 20.0 17.52 na 23 20.0 18.25 na TRA 10.0 24.3 na BR 2.0 33.78 na 5.0 X 2.0 34.88 na EL -3.0 37.48 na Ml -3.0 43.09 na M2 -3.0 47.31 na CM -3.0 55.98 na 100 -3.0 55.99 na 101 -3.0 55.99 na 102 -3.0 55.99 na 103 -3.0 55.99 na 104 -3.0 55.99 na FT -19.0 62.92 na The maximum velocity is 12.95 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 Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn Hi 0.0 0.874 N 7.0 1.000 14.908 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 14.475 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 14.908 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 14.475 K Factor =0 H3 0.0 0.874 N 7.0 1.000 12.519 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 12.086 K Factor = 0 H4 13.38 0.874 N 7.0 1.000 7.452 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.38 0.0995 0.0 8.000 0.796 Vel = 7.16 0.0 13.38 7.815 K Factor = 4.79 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 H6 0.0 0.874 N 7.0 1.000 7.246 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 6.813 K Factor = 0 H7 0.0 0.874 N 7.0 1.000 7.370 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 6.937 K Factor = 0 Dl 0.0 0.874 N 7.0 11.750 14.475 to 150.0 R 1.0 8.000 0.0 D2 0.0 0.0 0.0 19.750 0.0 Vel = 0 D2 0.0 0.874 2N 14.0 2.833 14.475 to 150.0 0.0 14.000 0.0 1 0.0 0.0 0.0 16.833 0.0 Vel = 0 1 0.0 0.874 0 3.0 10.000 14.475 to 150.0 0.0 3.000 -4.331 2 0.0 0.0 0.0 13.000 0.0 Vel = 0 2 0.0 0.874 0 3.0 3.167 10.144 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 6.167 0.0 Vel = 0 3 -15.35 0.874 N 7.0 7.417 10.144 to 150.0 R 1.0 8.000 0.0 4 -15.35 -0.1284 0.0 15.417 -1.980 Vel= 8.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical CYPRESS AT THE 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 0.0 -15.35 8.164 KFactor= -5.37 D4 13.38 0.874 0 3.0 0.500 7.815 to 150.0 0.0 3.000 0.0 4 13.38 0.0997 0.0 3.500 0.349 Vet = 7.16 4 -15.36 0.874 R 1.0 7.167 8.164 to 150.0 0.0 1.000 0.0 5 -1.98 -0.0029 0.0 8.167 -0.024 Vel= 1.06 0.0 -1.98 8.140 K Factor = -0.69 D5 13.00 0.874 0 3.0 5.250 7.361 to 150.0 0.0 3.000 0.0 5 13.0 0.0944 0.0 8.250 0.779 Vel = 6.95 5 -1.98 0.874 R 1.0 6.500 8.140 to 150.0 0 3.0 4.000 0.0 6 11.02 0.0696 0.0 10.500 0.731 Vel= 5.89 6 0.0 0.874 3R 3.0 20.333 8.871 to 150.0 0 3.0 6.000 0.0 7 11.02 0.0696 0.0 26.333 1.832 Vet = 5.89 7 -7.32 0.874 N 7.0 3.500 10.703 to 150.0 0.0 7.000 8.662 8 3.7 0.0092 0.0 10.500 0.097 Vet = 1.98 0.0 3.70 19.462 K Factor = 0.84 7 7.32 0.874 R 1.0 10.083 10.703 to 150.0 0 3.0 4.000 0.0 9 7.32 0.0327 0.0 14.083 0.460 Vet = 3.91 9 0.0 0.874 N 7.0 11.750 11.163 to 150.0 0.0 7.000 0.0 10 7.32 0.0327 0.0 18.750 0.613 Vet = 3.91 10 0.0 0.874 R 1.0 8.500 11.776 to 150.0 0.0 1.000 0.0 11 7.32 0.0326 0.0 9.500 0.310 Vel= 3.91 0.0 7.32 12.086 K Factor = 2.11 D3 0.0 0.874 0 3.0 2.583 12.086 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.583 0.0 Vet = 0 11 7.32 0.874 N 7.0 4.917 12.086 to 150.0 0 3.0 10.000 0.0 12 7.32 0.0326 0.0 14.917 0.487 Vet = 3.91 12 -26.37 0.874 R 1.0 3.583 12.573 to 150.0 0.0 1.000 0.0 13 -19.05 -0.1914 0.0 4.583 -0.877 Vet = 10.19 0.0 -19.05 11.696 K Factor = -5.57 12 26.38 1.101 N 7.0 2.667 12.573 to 150.0 0.0 7.000 0.0 19 26.38 0.1135 0.0 9.667 1.097 Vet = 8.89 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. Ref. Qa Dia. "C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 19 0.0 1.101 N 7.0 10.000 13.670 to 150.0 0.0 7.000 0.0 20 26.38 0.1136 0.0 17.000 1.931 VeI= 8.89 0.0 26.38 15.601 K Factor = 6.68 13 -15.35 0.874 2R 2.0 10.083 11.696 to 150.0 0.0 2.000 0.0 3 -15.35 -0.1284 0.0 12.083 -1.552 Vel = 8.21 0.0 -15.35 10.144 K Factor = -4.82 13 -3.70 0.874 2R 2.0 10.083 11.696 to 150.0 N 7.0 9.000 0.0 14 -3.7 -0.0093 0.0 19.083 -0.177 Vel= 1.98 14 0.0 0.874 N 7.0 10.000 11.519 to 150.0 0.0 7.000 -4.331 15 -3.7 -0.0092 0.0 17.000 -0.157 Vel = 1.98 15 0.0 0.874 311 3.0 7.250 7.031 to 150.0 0.0 3.000 0.0 16 -3.7 -0.0092 0.0 10.250 -0.094 Vel = 1.98 0.0 -3.70 6.937 K Factor = -1.40 D7 0.0 0.874 0 3.0 4.417 6.937 to 150.0 0.0 3.000 0.0 16 0.0 0.0 0.0 7.417 0.0 Vel = 0 16 -3.70 0.874 R 1.0 12.417 6.937 to 150.0 0.0 1.000 0.0 17 -3.7 -0.0092 0.0 13.417 -0.124 Vel= 1.98 0.0 -3.70 6.813 KFactor= -1.42 D6 0.0 0.874 0 3.0 4.417 6.813 to 150.0 0.0 3.000 0.0 17 0.0 0.0 0.0 7.417 0.0 Vel = 0 17 -3.70 0.874 2N 14.0 6.250 6.813 to 150.0 0.0 14.000 0.0 18 -3.7 -0.0092 0.0 20.250 -0.187 Vel = 1.98 18 0.0 0.874 N 7.0 10.000 6.626 to 150.0 0.0 7.000 12.993 8 -3.7 -0.0092 0.0 17.000 -0.157 Vel= 1.98 0.0 -3.70 19.462 K Factor = -0.84 20 26.38 1.101 0 5.0 0.667 15.601 to 150.0 0.0 5.000 0.0 21 26.38 0.1135 0.0 5.667 0.643 Vel = 8.89 21 0.0 1.101 0 5.0 6.250 16.244 to 150.0 0.0 5.000 0.0 22 26.38 0.1135 0.0 11.250 1.277 Vel = 8.89 22 0.0 1.101 0 5.0 1.417 17.521 to 150.0 0.0 5.000 0.0 23 26.38 0.1136 0.0 6.417 0.729 Vel= 8.89 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 Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 23 0.0 1.101 N 7.0 3.167 18.250 to 150.0 0 5.0 12.000 4.331 TRA 26.38 0.1135 0.0 15.167 1.722 Vel= 8.89 0.0 26.38 24.303 K Factor = 5.35 TRA 26.38 1.101 2R 2.0 8.000 24.303 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.38 0.1135 Fsp 0.0 26.562 3.015 Vel= 8.89 N 7.0 BR 5.00 1.101 0 5.0 2.000 33.783 Qa=5 to 150.0 0.0 5.000 0.0 X 31.38 0.1566 0.0 7.000 1.096 VeI= 10.57 X 0.0 1.244 0.0 5.000 34.879 to 150.0 0.0 0.0 2.166 EL 31.38 0.0862 0.0 5.000 0.431 Vel = 8.28 EL 0.0 1.244 0.0 65.000 37.476 to 150.0 0.0 0.0 0.0 Ml 31.38 0.0864 0.0 65.000 5.614 Vel = 8.28 Ml 0.0 1.025 0.0 1.000 43.090 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.38 0.2210 0.0 1.000 0.221 Vel = 12.20 M2 0.0 0.995 T 5.841 28.000 47.311 to 150.0 0.0 5.841 0.0 CM 31.38 0.2563 0.0 33.841 8.673 Vel= 12.95 CM -14.17 7.98 3F 40.774 324.000 55.984 to 150.0 T 52.855 93.629 0.0 100 17.21 0.0 0.0 417.629 0.001 Vet= 0.11 100 0.87 7.98 T 52.855 295.000 55.985 to 150.0 0.0 52.855 0.0 101 18.08 0.0 0.0 347.855 0.001 Vel = 0.12 0.0 18.08 55.986 K Factor = 2.42 100 -0.88 7.98 21 105.71 381.000 55.985 to 150.0 0.0 105.710 -1.299 105 -0.88 0.0 0.0 486.710 0.0 Vel = 0.01 0.0 -0.88 54.686 K Factor= -0.12 101 18.08 11.65 F 17.441 175.000 55.986 to 150.0 T 80.498 97.939 0.0 102 18.08 0.0 0.0 272.939 0.001 Vel = 0.05 102 -31.37 11.65 F 17.441 532.000 55.987 to 150.0 T 80.498 97.939 0.0 103 -13.29 0.0 0.0 629.939 -0.001 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 55.986 to 150.0 0.0 52.855 0.0 104 -13.29 0.0 0.0 594.855 -0.001 Vet = 0.09 104 14.17 11.65 1 80.498 207.000 55.985 to 150.0 0.0 80.498 -1.299 105 0.88 0.0 0.0 287.498 0.0 Vet = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 9 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Ref. Qa Dia. "CIO or Fitting Pipe Ftngs Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.88 54.686 K Factor= 0.12 104 -14.17 7.98 T 52.855 542.000 55.985 to 150.0 0.0 52.855 0.0 CM -14.17 0.0 0.0 594.855 -0.001 Vel = 0.09 0.0 -14.17 55.984 KFactor= -1.89 102 31.38 11.65 3T 241.494 1439.000 55.987 to 150.0 0.0 241.494 6.930 FT 31.38 0.0 0.0 1680.494 0.002 Vel = 0.09 0.0 31.38 62.919 K Factor = 3.96 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 1X Location : ALT. CALC AREA 4 System 1 Contract Data File : ALT. PLAN 1X CA4 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 4 Building - PLAN 1X 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 26.008 Psi Required 39.158 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 Suppiy: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 20.789 C2 - Residual Pressure: 59.4 D2 - System Flow : 26.008 C2 - Residual Flow : 3750 D2 - System Pressure : 67.947 Hose ( Demand) : 5 D3 - System Demand : 31.008 Safety Margin : 16.652 150 140 130 P 120 R11° E10° 590 ell 80 02 U 70 __________ ____________ _____________ C2 R 60D3 - _____________ _______________ _________________ ___________________ F5° 40 30 20 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 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 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* 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 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 / Flow Summary - STANDARD NP Mechanical CYPRESS AT THE PRESERVE Page 4 Date 5/25/17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. Hi 9.0 21.96 na H2 9.0 21.96 na H3 19.0 18.16 na H4 19.0 17.41 na H5 19.0 17.29 na H6 29.0 4.9 7.04 na 13.0 0.05 256 7.039 H7 29.0 4.9 7.05 na 13.01 0.05 256 7.0 Di 10.0 21.53 na D2 10.0 21.53 na 1 10.0 21.53 na 2 20.0 17.2 na 3 20.0 17.2 na D4 20.0 16.98 na 4 20.0 16.98 na D5 20.0 16.86 na 5 20.0 16.86 na 6 20.0 16.71 na 7 20.0 16.33 na 9 20.0 16.79 na 10 20.0 17.41 na D3 20.0 17.72 na 11 20.0 17.72 na 12 20.0 18.22 na 19 20.0 19.29 na 13 20.0 17.37 na 14 20.0 15.33 na 15 30.0 9.17 na D7 30.0 7.37 na 16 30.0 8.07 na D6 30.0 7.36 na 17 30.0 8.06 na 18 30.0 9.73 na 20 20.0 21.17 na 21 20.0 21.79 na 22 20.0 23.04 na 23 20.0 23.75 na IRA 10.0 29.76 na BR 2.0 39.16 na 5.0 X 2.0 40.23 na EL -3.0 42.82 na Ml -3.0 48.31 na M2 -3.0 52.53 na CM -3.0 61.01 na 100 -3.0 61.01 na 101 -3.0 61.01 na 102 -3.0 61.01 na 103 -3.0 61.01 na 104 -3.0 61.01 na FT -19.0 67.95 na The maximum velocity is 12.8 and it occurs in the pipe between nodes M2 and CM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Fe Pv Notes Point Qt Pf!Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 21.963 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 21.530 K Factor =0 H2 0.0 0.874 N 7.0 1.000 21.963 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 21.530 K Factor =0 H3 0.0 0.874 N 7.0 1.000 18.157 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 17.724 K Factor =0 H4 0.0 0.874 N 7.0 1.000 17.409 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 16.976 K Factor =0 H5 0.0 0.874 N 7.0 1.000 17.291 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 16.858 K Factor = 0 H6 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D6 13.0 0.0944 0.0 8.000 0.755 Vet = 6.95 0.0 13.00 7.361 K Factor = 4.79 H7 13.01 0.874 N 7.0 1.000 7.047 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D7 13.01 0.0945 0.0 8.000 0.756 Vet = 6.96 0.0 13.01 7.370 K Factor = 4.79 Dl 0.0 0.874 N 7.0 11.750 21.530 to 150.0 R 1.0 8.000 0.0 D2 0.0 0.0 0.0 19.750 0.0 Vet = 0 D2 0.0 0.874 2N 14.0 2.833 21.530 to 150.0 0.0 14.000 0.0 1 0.0 0.0 0.0 16.833 0.0 Vet = 0 0.0 0.874 0 3.0 10.000 21.530 to 150.0 0.0 3.000 -4.331 2 0.0 -0.0001 0.0 13.000 -0.001 Vet = 0 2 0.0 0.874 0 3.0 3.167 17.198 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 6.167 0.0 Vet = 0 3 -4.71 0.874 N 7.0 7.417 17.198 to 150.0 R 1.0 8.000 0.0 4 -4.71 -0.0144 0.0 15.417 -0.222 Vet = 2.52 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 Ftng's Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 0.0 -4.71 16.976 KFactor= -1.14 D4 0.0 0.874 0 3.0 0.500 16.976 to 150.0 0.0 3.000 0.0 4 0.0 0.0 0.0 3.500 0.0 Vel = 0 4 -4.71 0.874 R 1.0 7.167 16.976 to 150.0 0.0 1.000 0.0 5 -4.71 -0.0144 0.0 8.167 -0.118 Vel= 2.52 0.0 -4.71 16.858 KFactor= -1.15 D5 0.0 0.874 0 3.0 5.250 16.858 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 8.250 0.0 Vel = 0 5 -4.71 0.874 R 1.0 6.500 16.858 to 150.0 0 3.0 4.000 0.0 6 -4.71 -0.0145 0.0 10.500 -0.152 Vel = 2.52 6 0.0 0.874 3R 3.0 20.333 16.706 to 150.0 0 3.0 6.000 0.0 7 -4.71 -0.0144 0.0 26.333 -0.380 Vel = 2.52 7 -7.37 0.874 N 7.0 3.500 16.326 to 150.0 0.0 7.000 8.662 8 -12.08 -0.0824 0.0 10.500 -0.865 Vel = 6.46 0.0 -12.08 24.123 KFactor= -2.46 7 7.37 0.874 R 1.0 10.083 16.326 to 150.0 0 3.0 4.000 0.0 9 7.37 0.0330 0.0 14.083 0.465 Vel = 3.94 9 0.0 0.874 N 7.0 11.750 16.791 to 150.0 0.0 7.000 0.0 10 7.37 0.0330 0.0 18.750 0.619 Vel = 3.94 10 0.0 0.874 R 1.0 8.500 17.410 to 150.0 0.0 1.000 0.0 11 7.37 0.0331 0.0 9.500 0.314 Vel= 3.94 0.0 7.37 17.724 K Factor = 1.75 D3 0.0 0.874 0 3.0 2.583 17.724 to 150.0 0.0 3.000 0.0 11 0.0 0.0 0.0 5.583 0.0 Vel = 0 11 7.37 0.874 N 7.0 4.917 17.724 to 150.0 0 3.0 10.000 0.0 12 7.37 0.0330 0.0 14.917 0.492 Vel = 3.94 12 -26.01 0.874 R 1.0 3.583 18.216 to 150.0 0.0 1.000 0.0 13 -18.64 -0.1839 0.0 4.583 -0.843 Vel = 9.97 0.0 -18.64 17.373 K Factor = -4.47 12 26.01 1.101 N 7.0 2.667 18.216 to 150.0 0.0 7.000 0.0 19 26.01 0.1106 0.0 9.667 1.069 Vel = 8.77 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 Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf. Pn 19 0.0 1.101 N 7.0 10.000 19.285 to 150.0 0.0 7.000 0.0 20 26.01 0.1106 0.0 17.000 1.881 Vel= 8.77 0.0 26.01 21.166 K Factor = 5.65 13 -4.71 0.874 2R 2.0 10.083 17.373 to 150.0 0.0 2.000 0.0 3 -4.71 -0.0145 0.0 12.083 -0.175 Vel = 2.52 0.0 -4.71 17.198 KFactor= -1.14 13 -13.93 0.874 2R 2.0 10.083 17.373 to 150.0 N 7.0 9.000 0.0 14 -13.93 -0.1073 0.0 19.083 -2.047 Vel = 7.45 14 0.0 0.874 N 7.0 10.000 15.326 to 150.0 0.0 7.000 -4.331 15 -13.93 -0.1073 0.0 17.000 -1.824 VeI= 7.45 15 0.0 0.874 3R 3.0 7.250 9.171 to 150.0 0.0 3.000 0.0 16 -13.93 -0.1073 0.0 10.250 -1.100 Vel= 7.45 0.0 -13.93 8.071 K Factor = -4.90 D7 13.01 0.874 0 3.0 4.417 7.370 to 150.0 0.0 3.000 0.0 16 13.01 0.0945 0.0 7.417 0.701 Vel = 6.96 16 -13.93 0.874 R 1.0 12.417 8.071 to 150.0 0.0 1.000 0.0 17 -0.92 -0.0007 0.0 13.417 -0.010 Vel = 0.49 0.0 -0.92 8.061 K Factor = -0.32 D6 13.00 0.874 0 3.0 4.417 7.361 to 150.0 0.0 3.000 0.0 17 13.0 0.0944 0.0 7.417 0.700 Vel = 6.95 17 -0.92 0.874 2N 14.0 6.250 8.061 to 150.0 0.0 14.000 0.0 18 12.08 0.0824 0.0 20.250 1.669 Vel = 6.46 18 0.0 0.874 N 7.0 10.000 9.730 to 150.0 0.0 7.000 12.993 8 12.08 0.0824 0.0 17.000 1.400 Vel = 6.46 0.0 12.08 24.123 K Factor = 2.46 20 26.01 1.101 0 5.0 0.667 21.166 to 150.0 0.0 5.000 0.0 21 26.01 0.1105 0.0 5.667 0.626 VeI= 8.77 21 0.0 1.101 0 5.0 6.250 21.792 to 150.0 0.0 5.000 0.0 22 26.01 0.1107 0.0 11.250 1.245 Vel= 8.77 22 0.0 1.101 0 5.0 1.417 23.037 to 150.0 0.0 5.000 0.0 23 26.01 0.1106 0.0 6.417 0.710 Vel = 8.77 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 Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 23 0.0 1.101 N 7.0 3.167 23.747 to 150.0 0 5.0 12.000 4.331 TRA 26.01 0.1106 0.0 15.167 1.677 Vel= 8.77 0.0 26.01 29.755 K Factor = 4.77 TRA 26.01 1.101 2R 2.0 8.000 29.755 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.01 0.1106 Fsp 0.0 26.562 2.938 Vel= 8.77 N 7.0 BR 5.00 1.101 0 5.0 2.000 39.158 0a=5 to 150.0 0.0 5.000 0.0 X 31.01 0.1531 0.0 7.000 1.072 Vel= 10.45 X 0.0 1.244 0.0 5.000 40.230 to 150.0 0.0 0.0 2.166 EL 31.01 0.0844 0.0 5.000 0.422 Vel= 8.19 EL 0.0 1.244 0.0 65.000 42.818 to 150.0 0.0 0.0 0.0 Ml 31.01 0.0845 0.0 65.000 5.492 Vel = 8.19 Ml 0.0 1.025 0.0 1.000 48.310 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.01 0.2170 0.0 1.000 0.217 Vel = 12.06 M2 0.0 0.995 T 5.841 28.000 52.527 to 150.0 0.0 5.841 0.0 CM 31.01 0.2507 0.0 33.841 8.485 Vel = 12.80 CM -14.01 7.98 3F 40.774 324.000 61.012 to 150.0 T 52.855 93.629 0.0 100 17.0 0.0 0.0 417.629 0.001 Vel= 0.11 100 0.87 7.98 T 52.855 295.000 61.013 to 150.0 0.0 52.855 0.0 101 17.87 0.0 0.0 347.855 0.001 Vel= 0.11 0.0 17.87 61.014 K Factor = 2.29 100 -0.87 7.98 2T 105.71 381.000 61.013 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 59.714 K Factor = -0.11 101 17.87 11.65 F 17.441 175.000 61.014 to 150.0 T 80.498 97.939 0.0 102 17.87 0.0 0.0 272.939 0.001 Vel = 0.05 102 -31.01 11.65 F 17.441 532.000 61.015 to 150.0 1 80.498 97.939 0.0 103 -13.14 0.0 0.0 629.939 -0.001 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 61.014 to 150.0 0.0 52.855 0.0 104 -13.14 0.0 0.0 594.855 -0.001 Vel = 0.08 104 14.01 11.65 1 80.498 207.000 61.013 to 150.0 0.0 80.498 -1.299 105 0.87 0.0 0.0 287.498 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 9 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Ref. Dia. .1c"or Fitting Pipe Ftngs Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.87 59.714 K Factor = 0.11 104 -14.00 7.98 1 52.855 542.000 61.013 to 150.0 0.0 52.855 0.0 CM -14.0 0.0 0.0 594.855 -0.001 Vel = 0.09 0.0 -14.00 61.012 KFactor= -1.79 102 31.01 11.65 3T 241.494 1439.000 61.015 to 150.0 0.0 241.494 6.930 FT 31.01 0.0 0.0 1680.494 0.002 Vel= 0.09 0.0 31.01 67.947 K Factor = 3.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087