Loading...
HomeMy WebLinkAbout20260318 - HANOVER HYANNIS SP CLUBHOUSE CALCS IFCProject Name : HANOVER HYANNIS PH II Contract No. : Project Location: 55 WILKENS LANE City: BARNSTABLE, MA 02601 CALCULATION SUMMARY Design Areas Design Area Name Min. Density Area of Application Occupancy Calculated Heads Min. Pressure Hose Streams Total Water Pressure @ Source Margin To Source (gpm/ft²)(ft²)#(psi)(gpm)(gpm)(psi)(psi) Min. Flow (gpm) Calc. Mode (Model) 1 LIGHT HAZARD 2250 335.6 Required 44.9 0.1 25 9 100 22.920Demand (HW) 2 LIGHT HAZARD 3040 464.4 Required 55.2 0.1 40 9 100 12.525Demand (HW) 3 LIGHT HAZARD 2535 695.2 Required 41.5 0.1 14.8 31 100 25.87Demand (HW) 4 LIGHT HAZARD 2535 746.9 Required 42.6 0.1 14.8 34 100 24.57Demand (HW) Date 11/7/2025 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Downstream DPV (gal) 1 ATTIC LIGHT HAZARD 0.1 2250 250 9 0 100 335.6 44.9 Dry 396.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 7 BB + 2 SD FIG 20-A-3 Project Name : HANOVER HYANNIS PH II Contract No. : Project Location: 55 WILKENS LANE City: BARNSTABLE, MA 02601 Date: 10/24/2025 Name of Contractor: PLATINUM FIRE Address: 34 ST MARTIN DR STE 12 Phone Number: 508-726-4117 Name of Designer: N. O'CONNELL Authority Having Jurisdiction: AHJ City: MARLBORO, MA 01752 E-mail: NICOLEO@PLATINUMFIREPROTECTION.COM Job Information Contractor Information Notes Date 11/7/2025 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 1 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 11/7/2025 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 1 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : W1 Flow (gpm)Pressure (psi) 0 68 1704 64 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 68 64 1704 67.8 335.6 44.9 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 0 100 0 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 235.6 0 0 235.6 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 44.9 335.6 N/A Sprinklers Other Date 11/7/2025 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 1 Flow, gpmPressure, psi90 80 70 60 50 40 30 20 10 0 S1 S2 63.573 D1 D2 67.8 psi @ 335.6 gpm Supply System Demand Available At Source 0 500600700800 900 10001100 1200 1300 1400 1500 1600 1700 1800 Date 11/7/2025 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 68Supply point #1 - Static 1704S2 64Supply point #2 - Residual 0D1 12.6Elevation Pressure 335.6D2 44.9System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 447.9Supply67.7 22.9 335.6 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type S100 5.6 0.1 25 20 0.103 21.125.7250Overhead Sprinkler S101 5.6 0.1 25 20 0.103 21.125.7250Overhead Sprinkler S102 5.6 0.1 25 20 0.101 20.425.3250Overhead Sprinkler S103 5.6 0.1 25 20 0.101 20.225.2250Overhead Sprinkler S104 5.6 0.1 25 20 0.1 20.125.1250Overhead Sprinkler S105 5.6 0.1 25 20 0.1 2025.1250Overhead Sprinkler S106 5.6 0.1 25 20 0.1 2025250Overhead Sprinkler S107 5.6 0.1 25 20 0.117 27.329.3250Overhead Sprinkler S108 5.6 0.1 25 20 0.117 27.329.3250Overhead Sprinkler Date 11/7/2025 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm S106 24 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -12.6 20 25 S105 24 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20 -12.6 20 25 S104 24 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20.1 -12.6 20 25 S103 24 Overhead Sprinkler HEAD 5.6 Open 25.2 0.2 250 0.101 20.2 -12.6 20 25 S102 24 Overhead Sprinkler HEAD 5.6 Open 25.3 0.3 250 0.101 20.4 -12.6 20 25 S100 24 Overhead Sprinkler HEAD 5.6 Open 25.7 0.7 250 0.103 21.1 -12.6 20 25 S101 24 Overhead Sprinkler HEAD 5.6 Open 25.7 0.7 250 0.103 21.1 -12.6 20 25 S107 14.5 Overhead Sprinkler HEAD 5.6 Open 29.3 4.3 250 0.117 27.3 -8.4 20 25 S108 14.5 Overhead Sprinkler HEAD 5.6 Open 29.3 4.3 250 0.117 27.3 -8.4 20 25 115 23 Node NODE 21.7 -12.1 114 23 Node NODE 21.7 -12.1 113 23 Node NODE 21.8 -12.1 112 23 Node NODE 21.9 -12.1 111 23 Node NODE 22.1 -12.1 118 23 Node NODE 22.8 -12.1 117 23 Node NODE 22.8 -12.1 110 23 Node NODE 23 -12.1 096 13.5 Node NODE 29.4 -8 095 13.5 Node NODE 29.4 -8 108 13.5 Node NODE 29.6 -8 086 13.5 Node NODE 29.7 -8 083 13.5 Node NODE 29.8 -8 008-O 7.79 Node NODE 35.4 -5.5 008-I 6.65 Node NODE 36.1 -5 007-O 5.58 Node NODE 36.6 -4.6 Date 11/7/2025 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 007-I 5.2 Node NODE 36.9 -4.4 006 3.5 Node NODE 37.9 -3.7 005-O 3.5 Node NODE 37.9 -3.7 005-I 3.5 Node NODE 40.3 -3.7 003 -5 Node NODE 44 0 002-O -5 Node NODE 44.1 0 002-I -5 Node NODE 44.2 0 H1 -5 Outside Hose HOSE 100 44.3 0 100 455 -5 Node NODE 44.7 0 491 -5 Node NODE 44.7 0 478 -5 Node NODE 44.7 0 476 -5 Node NODE 44.7 0 458 -5 Node NODE 44.7 0 463 -5 Node NODE 44.8 0 W1 -5 Supply SUPPLY -335.6 44.9 0 Date 11/7/2025 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S106 115 24 23 5.6 25 25 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2757 20 0.4 1.3 115 114 23 23 0 25 2.5 2.635 5 0 5 100 0.0031 21.7 0 0.0 114 113 23 23 25.1 50.1 2.5 2.635 5 0 5 100 0.0112 21.7 0 0.1 113 112 23 23 25.1 75.2 2.5 2.635 5 0 5 100 0.0238 21.8 0 0.1 112 111 23 23 25.2 100.3 2.5 2.635 6 0 6 100 0.0406 21.9 0 0.2 111 110 23 23 25.3 125.6 2.5 2.635 1x(us.Tee-Br)=11.75 2.82 11.75 14.56 100 0.0616 22.1 0 0.9 110 108 23 13.5 51.4 177.1 2.5 2.635 1x(us.Tee-Br)=11.75 9.5 11.75 21.25 100 0.1163 23 4.1 2.5 108 083 13.5 13.5 0 177.1 4 4.26 1x(us.Tee-Br)=18.78 1.5 18.78 20.28 100 0.0112 29.6 0 0.2 083 008-O 13.5 7.79 58.5 235.6 4 4.26 4x(us.90)=37.55 1x(us.Tee-Br)=18.78 107.87 56.33 164.2 100 0.019 29.8 2.5 3.1 008-O 008-I 7.79 6.65 0 235.6 4 0 1.15 0 1.15 0.1646 35.4 0.5 0.2 DPV-1 *** 008-I 007-O 6.65 5.58 0 235.6 4 4.26 1.07 0 1.07 120 0.0136 36.1 0.5 0.0 007-O 007-I 5.58 5.2 0 235.6 4 0 0.38 0 0.38 0.4097 36.6 0.2 0.2 BFV-N *** 007-I 006 5.2 3.5 0 235.6 4 4.26 1x(us.90)=13.17 1.7 13.17 14.87 120 0.0136 36.9 0.7 0.2 006 005-O 3.5 3.5 0 235.6 6 6.357 1.76 0 1.76 120 0.0019 37.9 0 0 005-O 005-I 3.5 3.5 0 235.6 6 0 0.5 0 0.5 4.8331 37.9 0 2.4 AmesC200H *** 005-I 003 3.5 -5 0 235.6 6 6.357 2x(us.90)=35.21 9.97 35.21 45.17 120 0.0019 40.3 3.7 0.1 Date 11/7/2025 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 003 002-O -5 -5 0 235.6 6 6.4 6.53 0 6.53 140 0.0014 44 0 0 002-O 002-I -5 -5 0 235.6 6 0 0.87 0 0.87 0.1918 44.1 0 0.2 CV-1 FR Check *** 002-I H1 -5 -5 0 235.6 6 6.4 1x(us.45)=12.1 13.18 12.1 25.27 140 0.0014 44.2 0 0.0 H1 455 -5 -5 100 335.6 6 6.4 1x(us.Tee-Br)=51.84 94.53 51.84 146.37 140 0.0027 44.3 0 0.4 455 458 -5 -5 -92.8 242.8 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 132.67 93.34 226.01 140 0.0004 44.7 0 0.1 458 463 -5 -5 92.8 335.6 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 44.7 0 0.1 463 W1 -5 -5 0 335.6 6 6.4 12.74 0 12.74 140 0.0027 44.8 0 0.0 W1 44.9 2Path No: S105 114 24 23 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2758 20 0.4 1.3 114 21.7 3Path No: S104 113 24 23 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2765 20.1 0.4 1.3 113 21.8 4Path No: S103 112 24 23 5.6 25.2 25.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2779 20.2 0.4 1.3 112 21.9 5Path No: S102 111 24 23 5.6 25.3 25.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2809 20.4 0.4 1.3 111 22.1 Date 11/7/2025 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 6Path No: S100 118 24 23 5.6 25.7 25.7 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2893 21.1 0.4 1.3 118 117 23 23 0 25.7 2.5 2.635 6 0 6 100 0.0033 22.8 0 0.0 117 110 23 23 25.7 51.4 2.5 2.635 1x(us.Tee-Br)=11.75 3.18 11.75 14.93 100 0.0118 22.8 0 0.2 110 23 7Path No: S101 117 24 23 5.6 25.7 25.7 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2896 21.1 0.4 1.3 117 22.8 8Path No: S107 096 14.5 13.5 5.6 29.3 29.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.3677 27.3 0.4 1.7 096 095 13.5 13.5 0 29.3 2.5 2.635 6 0 6 100 0.0041 29.4 0 0.0 095 086 13.5 13.5 29.3 58.5 2.5 2.635 1x(us.Tee-Br)=11.75 8.55 11.75 20.3 100 0.015 29.4 0 0.3 086 083 13.5 13.5 0 58.5 4 4.26 1x(us.Tee-Br)=18.78 1x(us.90)=9.39 36.47 28.16 64.64 100 0.0014 29.7 0 0.1 083 29.8 9Path No: S108 095 14.5 13.5 5.6 29.3 29.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.368 27.3 0.4 1.7 095 29.4 Date 11/7/2025 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 10Path No: 455 491 -5 -5 0 92.8 8 8.55 63.35 0 63.35 140 0.0001 44.7 0 0 491 476 -5 -5 -40.9 51.9 8 8.55 2x(us.Tee-Br)=123.28 1x(elbow.22.5)=7.93 2x(us.45)=31.7 548.86 162.9 711.76 140 0.0000 44.7 0 0.0 476 458 -5 -5 40.9 92.8 8 8.55 1x(us.Tee-Br)=61.64 4x(us.45)=63.4 1x(elbow.22.5)=7.93 901.97 132.96 1034.9 3 140 0.0001 44.7 0 0.1 458 44.7 11Path No: 491 478 -5 -5 0 40.9 8 8.55 1x(elbow.22.5)=7.93 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 912.51 164.66 1077.1 7 140 0.0000 44.7 0 0.0 478 476 -5 -5 0 40.9 8 8.55 32.25 0 32.25 140 0.0000 44.7 0 0 476 44.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 10.87 ft/s occurs in the following pipe(s): (095-S108) Date 11/7/2025 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 Flow, gpm03004005006007008009001000 15001704Pressure, psi75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 1; BFP Ref.: 672 (AmesC200H, Size = 6); Inlet Node: 005-I; Outlet Node: 005-O Flow, gpm0100200250300400 500600780900100013001500Pressure, psi10.22 9.22 8.22 7.22 6.22 5.22 4.22 3.22 2.22 1.22 0.22 2.4 psi @ 235.6 gpm Date 11/7/2025 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 1; DPV Ref.: 674 (DPV-1, Size = 4); Inlet Node: 008-I; Outlet Node: 008-O Flow, gpm170300400450500550600700800 8501000110012001600Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 0.2 psi @ 235.6 gpm Pressure Loss Function Design Area: 1; Valve Ref.: 671 (CV-1 FR Check, Size = 6); Inlet Node: 002-I; Outlet Node: 002-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 235.6 gpm Date 11/7/2025 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 1; Valve Ref.: 673 (BFV-N, Size = 4); Inlet Node: 007-I; Outlet Node: 007-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 0.2 psi @ 235.6 gpm Date 11/7/2025 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Downstream DPV (gal) 2 ATTIC LIGHT HAZARD 0.1 3040 400 9 0 100 464.4 55.2 Dry 396.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 7 BB + 2 STANDARD FIG 20-C-2 Project Name : HANOVER HYANNIS PH II Contract No. : Project Location: 55 WILKENS LANE City: BARNSTABLE, MA 02601 Date: 10/24/2025 Name of Contractor: PLATINUM FIRE Address: 34 ST MARTIN DR STE 12 Phone Number: 508-726-4117 Name of Designer: N. O'CONNELL Authority Having Jurisdiction: AHJ City: MARLBORO, MA 01752 E-mail: NICOLEO@PLATINUMFIREPROTECTION.COM Job Information Contractor Information Notes Date 11/7/2025 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 2 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 11/7/2025 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 2 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : W1 Flow (gpm)Pressure (psi) 0 68 1704 64 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 68 64 1704 67.6 464.4 55.2 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 0 100 0 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 364.4 0 0 364.4 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 55.2 464.4 N/A Sprinklers Other Date 11/7/2025 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 002-I -5 Node NODE 54 0 002-O -5 Node NODE 53.7 0 003 -5 Node NODE 53.7 0 005-I 3.5 Node NODE 49.8 -3.7 005-O 3.5 Node NODE 47.7 -3.7 006 3.5 Node NODE 47.7 -3.7 007-I 5.2 Node NODE 46.5 -4.4 007-O 5.58 Node NODE 46 -4.6 008-I 6.65 Node NODE 45.5 -5 008-O 7.79 Node NODE 44.6 -5.5 012 11 Node NODE 42.2 -6.9 297 13.5 Node NODE 38.1 -8 300 24 Node NODE 29.6 -12.6 301 24 Node NODE 29.1 -12.6 302 24 Node NODE 28.8 -12.6 303 24 Node NODE 28.6 -12.6 304 24 Node NODE 28.5 -12.6 305 24 Node NODE 28.4 -12.6 306 24 Node NODE 28.4 -12.6 430 12 Node NODE 32.2 -7.4 431 12 Node NODE 31.7 -7.4 455 -5 Node NODE 54.8 0 458 -5 Node NODE 54.9 0 463 -5 Node NODE 55.1 0 476 -5 Node NODE 54.8 0 Date 11/7/2025 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 478 -5 Node NODE 54.8 0 491 -5 Node NODE 54.8 0 H1 -5 Outside Hose HOSE 100 54.1 0 100 S200 25 Overhead Sprinkler HEAD 8 Open 40 0 400 0.1 25 -13 25 40 S201 25 Overhead Sprinkler HEAD 8 Open 40 0.0 400 0.1 25 -13 25 40 S202 25 Overhead Sprinkler HEAD 8 Open 40.1 0.1 400 0.1 25.1 -13 25 40 S203 25 Overhead Sprinkler HEAD 8 Open 40.1 0.1 400 0.1 25.2 -13 25 40 S204 25 Overhead Sprinkler HEAD 8 Open 40.3 0.3 400 0.101 25.4 -13 25 40 S205 25 Overhead Sprinkler HEAD 8 Open 40.5 0.5 400 0.101 25.6 -13 25 40 S206 25 Overhead Sprinkler HEAD 8 Open 40.8 0.8 400 0.102 26 -13 25 40 S207 14.5 Overhead Sprinkler HEAD 8 Open 41.1 29.1 120 0.343 26.4 -8.4 7 12 S208 14.5 Overhead Sprinkler HEAD 8 Open 41.5 29.5 120 0.346 26.9 -8.4 7 12 W1 -5 Supply SUPPLY -464.4 55.2 0 Date 11/7/2025 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S200 306 25 24 8 40 40 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.6561 25 0.4 3 306 305 24 24 0 40 3 3.26 6 0 6 100 0.0026 28.4 0 0.0 305 304 24 24 40 80 3 3.26 6 0 6 100 0.0095 28.4 0 0.1 304 303 24 24 40.1 120.1 3 3.26 6 0 6 100 0.0201 28.5 0 0.1 303 302 24 24 40.1 160.2 3 3.26 6 0 6 100 0.0343 28.6 0 0.2 302 301 24 24 40.3 200.5 3 3.26 6 0 6 100 0.0519 28.8 0 0.3 301 300 24 24 40.5 241 3 3.26 6 0 6 100 0.073 29.1 0 0.4 300 297 24 13.5 40.8 281.8 3 3.26 1x(us.90)=6.71 1x(us.Tee-Br)=14.37 19.24 21.08 40.32 100 0.0975 29.6 4.5 3.9 297 012 13.5 11 0 281.8 4 4.26 3x(us.90)=28.16 2x(us.Tee-Br)=37.55 50.14 65.72 115.86 100 0.0265 38.1 1.1 3.1 012 008-O 11 7.79 82.6 364.4 4 4.26 1x(us.90)=9.39 13.13 9.39 22.52 100 0.0427 42.2 1.4 1 008-O 008-I 7.79 6.65 0 364.4 4 0 1.15 0 1.15 0.4045 44.6 0.5 0.5 DPV-1 *** 008-I 007-O 6.65 5.58 0 364.4 4 4.26 1.07 0 1.07 120 0.0304 45.5 0.5 0.0 007-O 007-I 5.58 5.2 0 364.4 4 0 0.38 0 0.38 0.9619 46 0.2 0.4 BFV-N *** 007-I 006 5.2 3.5 0 364.4 4 4.26 1x(us.90)=13.17 1.7 13.17 14.87 120 0.0304 46.5 0.7 0.5 006 005-O 3.5 3.5 0 364.4 6 6.357 1.76 0 1.76 120 0.0043 47.7 0 0 005-O 005-I 3.5 3.5 0 364.4 6 0 0.5 0 0.5 4.1173 47.7 0 2.1 AmesC200H *** Date 11/7/2025 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 005-I 003 3.5 -5 0 364.4 6 6.357 2x(us.90)=35.21 9.97 35.21 45.17 120 0.0043 49.8 3.7 0.2 003 002-O -5 -5 0 364.4 6 6.4 6.53 0 6.53 140 0.0032 53.7 0 0.0 002-O 002-I -5 -5 0 364.4 6 0 0.87 0 0.87 0.3094 53.7 0 0.3 CV-1 FR Check *** 002-I H1 -5 -5 0 364.4 6 6.4 1x(us.45)=12.1 13.18 12.1 25.27 140 0.0032 54 0 0.1 H1 455 -5 -5 100 464.4 6 6.4 1x(us.Tee-Br)=51.84 94.53 51.84 146.37 140 0.0049 54.1 0 0.7 455 458 -5 -5 -128.4 336 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 132.67 93.34 226.01 140 0.0007 54.8 0 0.1 458 463 -5 -5 128.4 464.4 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0002 54.9 0 0.2 463 W1 -5 -5 0 464.4 6 6.4 12.74 0 12.74 140 0.0049 55.1 0 0.1 W1 55.2 2Path No: S201 305 25 24 8 40 40 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.6565 25 0.4 3 305 28.4 3Path No: S202 304 25 24 8 40.1 40.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.6577 25.1 0.4 3 304 28.5 4Path No: S203 303 25 24 8 40.1 40.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.6603 25.2 0.4 3 303 28.6 Date 11/7/2025 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 5Path No: S204 302 25 24 8 40.3 40.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.6648 25.4 0.4 3 302 28.8 6Path No: S205 301 25 24 8 40.5 40.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.6716 25.6 0.4 3.1 301 29.1 7Path No: S206 300 25 24 8 40.8 40.8 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.6812 26 0.4 3.1 300 29.6 8Path No: S207 431 14.5 12 8 41.1 41.1 1 1.049 1x(us.Tee-Br)=3.56 2.5 3.56 6.06 100 0.69 26.4 1.1 4.2 431 430 12 12 0 41.1 1.5 1.68 8 0 8 100 0.0696 31.7 0 0.6 430 012 12 11 41.5 82.6 1.5 1.68 3x(us.Tee-Br)=21.05 2x(us.90)=7.02 9.62 28.07 37.69 100 0.2535 32.2 0.4 9.6 012 42.2 9Path No: S208 430 14.5 12 8 41.5 41.5 1 1.049 1x(us.Tee-Br)=3.56 2.5 3.56 6.06 100 0.7018 26.9 1.1 4.3 430 32.2 10Path No: 455 491 -5 -5 0 128.4 8 8.55 63.35 0 63.35 140 0.0001 54.8 0 0 491 476 -5 -5 -56.6 71.9 8 8.55 2x(us.Tee-Br)=123.28 1x(elbow.22.5)=7.93 2x(us.45)=31.7 548.86 162.9 711.76 140 0.0000 54.8 0 0.0 476 458 -5 -5 56.6 128.4 8 8.55 1x(us.Tee-Br)=61.64 4x(us.45)=63.4 1x(elbow.22.5)=7.93 901.97 132.96 1034.9 3 140 0.0001 54.8 0 0.1 458 54.9 Date 11/7/2025 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 11Path No: 491 478 -5 -5 0 56.6 8 8.55 1x(elbow.22.5)=7.93 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 912.51 164.66 1077.1 7 140 0.0000 54.8 0 0.0 478 476 -5 -5 0 56.6 8 8.55 32.25 0 32.25 140 0.0000 54.8 0 0 476 54.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 15.4 ft/s occurs in the following pipe(s): (430-S208) Date 11/7/2025 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 Flow, gpm03004005006007008009001000 15001704Pressure, psi75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 2; BFP Ref.: 672 (AmesC200H, Size = 6); Inlet Node: 005-I; Outlet Node: 005-O Flow, gpm0100200250300400 500600780900100013001500Pressure, psi10.22 9.22 8.22 7.22 6.22 5.22 4.22 3.22 2.22 1.22 0.22 2.1 psi @ 364.4 gpm Date 11/7/2025 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 2; DPV Ref.: 674 (DPV-1, Size = 4); Inlet Node: 008-I; Outlet Node: 008-O Flow, gpm170300400450500550600700800 8501000110012001600Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 0.5 psi @ 364.4 gpm Pressure Loss Function Design Area: 2; Valve Ref.: 671 (CV-1 FR Check, Size = 6); Inlet Node: 002-I; Outlet Node: 002-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 364.4 gpm Date 11/7/2025 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 2; Valve Ref.: 673 (BFV-N, Size = 4); Inlet Node: 007-I; Outlet Node: 007-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 0.4 psi @ 364.4 gpm Date 11/7/2025 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Downstream DPV (gal) 3 FIRST FLOOR LIGHT HAZARD 0.1 2535 156 31 0 100 695.2 41.5 Dry 396.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 Project Name : HANOVER HYANNIS PH II Contract No. : Project Location: 55 WILKENS LANE City: BARNSTABLE, MA 02601 Date: 10/24/2025 Name of Contractor: PLATINUM FIRE Address: 34 ST MARTIN DR STE 12 Phone Number: 508-726-4117 Name of Designer: N. O'CONNELL Authority Having Jurisdiction: AHJ City: MARLBORO, MA 01752 E-mail: NICOLEO@PLATINUMFIREPROTECTION.COM Job Information Contractor Information Notes Date 11/7/2025 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 3 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 11/7/2025 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 3 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : W1 Flow (gpm)Pressure (psi) 0 68 1704 64 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 68 64 1704 67.2 695.2 41.5 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 0 100 0 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 595.2 0 0 595.2 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 41.5 695.2 N/A Sprinklers Other Date 11/7/2025 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 002-I -5 Node NODE 38.9 0 002-O -5 Node NODE 38.4 0 003 -5 Node NODE 38.3 0 005-I 3.5 Node NODE 34.2 -3.7 005-O 3.5 Node NODE 31.2 -3.7 006 3.5 Node NODE 31.1 -3.7 007-I 5.2 Node NODE 29.3 -4.4 007-O 5.58 Node NODE 28.1 -4.6 008-I 6.65 Node NODE 27.6 -5 008-O 7.79 Node NODE 25.9 -5.5 023 11 Node NODE 16.2 -6.9 024 11 Node NODE 15.5 -6.9 025 11 Node NODE 15.3 -6.9 026 11 Node NODE 15.1 -6.9 027 11 Node NODE 14.8 -6.9 028 11 Node NODE 14.8 -6.9 029 11 Node NODE 14.5 -6.9 030 11 Node NODE 14.4 -6.9 031 11 Node NODE 14.3 -6.9 032 11 Node NODE 14.2 -6.9 033 11 Node NODE 14.2 -6.9 034 11 Node NODE 14.2 -6.9 036 11 Node NODE 14.2 -6.9 037 11 Node NODE 14.1 -6.9 038 11 Node NODE 14.1 -6.9 Date 11/7/2025 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 039 11 Node NODE 14.1 -6.9 043 17 Node NODE 11 -9.5 056 11 Node NODE 12.9 -6.9 057 11 Node NODE 12.6 -6.9 068 24 Node NODE 8.1 -12.6 120 11 Node NODE 11.8 -6.9 121 11 Node NODE 11 -6.9 122 11 Node NODE 10.8 -6.9 136 17 Node NODE 11.1 -9.5 149 11 Node NODE 12.4 -6.9 150 11 Node NODE 11 -6.9 151 11 Node NODE 11 -6.9 152 11 Node NODE 10.6 -6.9 153 11 Node NODE 10.4 -6.9 154 11 Node NODE 10.4 -6.9 155 11 Node NODE 10.4 -6.9 181 11 Node NODE 13.1 -6.9 182 11 Node NODE 11.7 -6.9 183 11 Node NODE 11.6 -6.9 184 11 Node NODE 11.2 -6.9 185 11 Node NODE 11.1 -6.9 186 11 Node NODE 11 -6.9 187 11 Node NODE 11 -6.9 204 11 Node NODE 14.8 -6.9 214 11 Node NODE 15.3 -6.9 Date 11/7/2025 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 245 11 Node NODE 15.9 -6.9 455 -5 Node NODE 40.6 0 458 -5 Node NODE 40.9 0 463 -5 Node NODE 41.3 0 476 -5 Node NODE 40.7 0 478 -5 Node NODE 40.7 0 491 -5 Node NODE 40.6 0 H1 -5 Outside Hose HOSE 100 39.1 0 100 S300 0 Overhead Sprinkler HEAD 5.6 Open 20.8 5.2 156 0.133 13.8 -2.2 7.8 15.6 S301 0 Overhead Sprinkler HEAD 5.6 Open 20.9 5.3 156 0.134 14 -2.2 7.8 15.6 S302 0 Overhead Sprinkler HEAD 5.6 Open 21.4 5.8 156 0.137 14.5 -2.2 7.8 15.6 S303 0 Overhead Sprinkler HEAD 5.6 Open 19.1 4.3 148 0.129 11.6 -2.2 7 14.8 S304 0 Overhead Sprinkler HEAD 5.6 Open 19.8 4.2 156 0.127 12.5 -2.2 7.8 15.6 S305 0 Overhead Sprinkler HEAD 5.6 Open 20.2 4.6 156 0.13 13.1 -2.2 7.8 15.6 S306 0 Overhead Sprinkler HEAD 5.6 Open 21.4 5.8 156 0.137 14.6 -2.2 7.8 15.6 S307 0 Overhead Sprinkler HEAD 5.6 Open 19.4 4.6 148 0.131 11.9 -2.2 7 14.8 S308 0 Overhead Sprinkler HEAD 5.6 Open 19.4 4.6 148 0.131 12 -2.2 7 14.8 S309 0 Overhead Sprinkler HEAD 5.6 Open 19.8 5 148 0.134 12.5 -2.2 7 14.8 S310 0 Overhead Sprinkler HEAD 5.6 Open 20.7 5.9 148 0.14 13.6 -2.2 7 14.8 S311 12 Overhead Sprinkler HEAD 5.6 Open 16.1 1.3 148 0.109 8.3 -7.4 7 14.8 S312 14.42 Overhead Sprinkler HEAD 5.6 Open 15.1 0.3 148 0.102 7.3 -8.4 7 14.8 S313 15.83 Overhead Sprinkler HEAD 5.6 Open 14.8 0.0 148 0.1 7 -9 7 14.8 S314 11.75 Overhead Sprinkler HEAD 5.6 Open 19.2 4.4 148 0.13 11.8 -7.3 7 14.8 S315 0 Overhead Sprinkler HEAD 5.6 Open 21.3 6.5 148 0.144 14.5 -2.2 7 14.8 S316 0 Overhead Sprinkler HEAD 5.6 Open 21.5 6.7 148 0.145 14.7 -2.2 7 14.8 Date 11/7/2025 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm S317 0 Overhead Sprinkler HEAD 5.6 Open 19 4.2 148 0.128 11.5 -2.2 7 14.8 S318 12 Overhead Sprinkler HEAD 5.6 Open 16.6 1.8 148 0.112 8.8 -7.4 7 14.8 S319 14.42 Overhead Sprinkler HEAD 5.6 Open 15.6 0.8 148 0.106 7.8 -8.4 7 14.8 S320 15.83 Overhead Sprinkler HEAD 5.6 Open 15.4 0.6 148 0.104 7.5 -9 7 14.8 S321 11.75 Overhead Sprinkler HEAD 5.6 Open 19.5 4.7 148 0.132 12.1 -7.3 7 14.8 S322 0 Overhead Sprinkler HEAD 5.6 Open 19.8 5 148 0.134 12.5 -2.2 7 14.8 S323 0 Overhead Sprinkler HEAD 5.6 Open 20.2 5.4 148 0.136 13 -2.2 7 14.8 S324 0 Overhead Sprinkler HEAD 5.6 Open 21.1 6.3 148 0.142 14.2 -2.2 7 14.8 S325 16 Overhead Sprinkler HEAD 5.6 Open 17.9 3.1 148 0.121 10.3 -9.1 7 14.8 S326 23 Overhead Sprinkler HEAD 5.6 Open 15.4 0.6 148 0.104 7.5 -12.1 7 14.8 S327 16 Overhead Sprinkler HEAD 5.6 Open 17.9 3.1 148 0.121 10.2 -9.1 7 14.8 S410 0 Overhead Sprinkler HEAD 5.6 Open 22.3 7.5 148 0.151 15.9 -2.2 7 14.8 S413 0 Overhead Sprinkler HEAD 5.6 Open 22 7.2 148 0.148 15.4 -2.2 7 14.8 S414 0 Overhead Sprinkler HEAD 5.6 Open 21.8 7 148 0.147 15.1 -2.2 7 14.8 W1 -5 Supply SUPPLY -695.2 41.5 0 Date 11/7/2025 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S313 151 15.83 11 5.6 14.8 14.8 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 11.77 6.42 18.18 100 0.1043 7 2.1 1.9 151 150 11 11 70 84.8 2 2.157 0.65 0 0.65 100 0.0788 11 0 0.1 150 149 11 11 19.8 104.6 2 2.157 12 0 12 100 0.1162 11 0 1.4 149 031 11 11 20.7 125.2 2 2.157 1x(us.Tee-Br)=8.77 2.55 8.77 11.32 100 0.1623 12.4 0 1.8 031 030 11 11 194.7 319.9 4 4.26 4.6 0 4.6 100 0.0335 14.3 0 0.2 030 029 11 11 19.2 339.1 4 4.26 1.62 0 1.62 100 0.0373 14.4 0 0.1 029 028 11 11 21.3 360.5 4 4.26 7.33 0 7.33 100 0.0418 14.5 0 0.3 028 027 11 11 21.5 381.9 4 4.26 0.72 0 0.72 100 0.0465 14.8 0 0.0 027 026 11 11 19.5 401.4 4 4.26 4.39 0 4.39 100 0.051 14.8 0 0.2 026 025 11 11 127.7 529.2 4 4.26 3.14 0 3.14 100 0.0851 15.1 0 0.3 025 024 11 11 22 551.1 4 4.26 1.49 0 1.49 100 0.0918 15.3 0 0.1 024 023 11 11 21.8 572.9 4 4.26 7.57 0 7.57 100 0.0986 15.5 0 0.7 023 008-O 11 7.79 22.3 595.2 4 4.26 2x(us.90)=18.78 59.38 18.78 78.15 100 0.1058 16.2 1.4 8.3 008-O 008-I 7.79 6.65 0 595.2 4 0 1.15 0 1.15 1.0807 25.9 0.5 1.2 DPV-1 *** 008-I 007-O 6.65 5.58 0 595.2 4 4.26 1.07 0 1.07 120 0.0755 27.6 0.5 0.1 007-O 007-I 5.58 5.2 0 595.2 4 0 0.38 0 0.38 2.5947 28.1 0.2 1 BFV-N *** Date 11/7/2025 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 007-I 006 5.2 3.5 0 595.2 4 4.26 1x(us.90)=13.17 1.7 13.17 14.87 120 0.0755 29.3 0.7 1.1 006 005-O 3.5 3.5 0 595.2 6 6.357 1.76 0 1.76 120 0.0107 31.1 0 0.0 005-O 005-I 3.5 3.5 0 595.2 6 0 0.5 0 0.5 6.0075 31.2 0 3 AmesC200H *** 005-I 003 3.5 -5 0 595.2 6 6.357 2x(us.90)=35.21 9.97 35.21 45.17 120 0.0107 34.2 3.7 0.5 003 002-O -5 -5 0 595.2 6 6.4 6.53 0 6.53 140 0.0078 38.3 0 0.1 002-O 002-I -5 -5 0 595.2 6 0 0.87 0 0.87 0.5653 38.4 0 0.5 CV-1 FR Check *** 002-I H1 -5 -5 0 595.2 6 6.4 1x(us.45)=12.1 13.18 12.1 25.27 140 0.0078 38.9 0 0.2 H1 455 -5 -5 100 695.2 6 6.4 1x(us.Tee-Br)=51.84 94.53 51.84 146.37 140 0.0104 39.1 0 1.5 455 458 -5 -5 -192.3 502.9 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 132.67 93.34 226.01 140 0.0014 40.6 0 0.3 458 463 -5 -5 192.3 695.2 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0004 40.9 0 0.4 463 W1 -5 -5 0 695.2 6 6.4 12.74 0 12.74 140 0.0104 41.3 0 0.1 W1 41.5 2Path No: S312 152 14.42 11 5.6 15.1 15.1 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 10.68 6.42 17.1 100 0.1078 7.3 1.5 1.8 152 151 11 11 54.9 70 2 2.157 7.44 0 7.44 100 0.0552 10.6 0 0.4 151 11 Date 11/7/2025 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 3Path No: S326 068 23 24 5.6 15.4 15.4 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 2.22 6.42 8.64 100 0.1116 7.5 -0.4 1 068 036 24 11 0 15.4 1.5 1.68 1x(us.Tee-Br)=7.02 2x(us.90)=7.02 26.59 14.04 40.63 100 0.0113 8.1 5.6 0.5 036 034 11 11 80.9 96.3 4 4.26 6.57 0 6.57 100 0.0036 14.2 0 0.0 034 033 11 11 59.1 155.4 4 4.26 1.33 0 1.33 100 0.0088 14.2 0 0.0 033 032 11 11 21.4 176.8 4 4.26 1.71 0 1.71 100 0.0112 14.2 0 0.0 032 031 11 11 17.9 194.7 4 4.26 4.52 0 4.52 100 0.0134 14.2 0 0.1 031 14.3 4Path No: S320 183 15.83 11 5.6 15.4 15.4 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 11.55 6.42 17.97 100 0.1117 7.5 2.1 2 183 182 11 11 71.1 86.5 2 2.157 0.65 0 0.65 100 0.0817 11.6 0 0.1 182 181 11 11 20.2 106.7 2 2.157 12 0 12 100 0.1206 11.7 0 1.4 181 026 11 11 21.1 127.7 2 2.157 1x(us.Tee-Br)=8.77 2.55 8.77 11.32 100 0.1684 13.1 0 1.9 026 15.1 5Path No: S319 184 14.42 11 5.6 15.6 15.6 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 10.47 6.42 16.89 100 0.1152 7.8 1.5 1.9 184 183 11 11 55.4 71.1 2 2.157 7.44 0 7.44 100 0.0569 11.2 0 0.4 183 11.6 Date 11/7/2025 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 6Path No: S311 154 12 11 5.6 16.1 16.1 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 7.6 6.42 14.02 100 0.1216 8.3 0.4 1.7 154 153 11 11 19.4 35.5 2 2.157 2.6 0 2.6 100 0.0157 10.4 0 0.0 153 152 11 11 19.4 54.9 2 2.157 3.91 0 3.91 100 0.0352 10.4 0 0.1 152 10.6 7Path No: S318 186 12 11 5.6 16.6 16.6 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 7.39 6.42 13.8 100 0.1292 8.8 0.4 1.8 186 185 11 11 19 35.6 2 2.157 2.6 0 2.6 100 0.0158 11 0 0.0 185 184 11 11 19.8 55.4 2 2.157 3.91 0 3.91 100 0.0359 11.1 0 0.1 184 11.2 8Path No: S327 043 16 17 5.6 17.9 17.9 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 2.37 6.42 8.79 100 0.1475 10.2 -0.4 1.3 043 039 17 11 0 17.9 1.5 1.68 1x(us.Tee-Br)=7.02 2x(us.90)=7.02 19.59 14.04 33.63 100 0.0149 11 2.6 0.5 039 038 11 11 0 17.9 4 4.26 0.63 0 0.63 100 0.0002 14.1 0 0 038 037 11 11 41.7 59.6 4 4.26 1.17 0 1.17 100 0.0015 14.1 0 0 037 036 11 11 21.4 80.9 4 4.26 5.45 0 5.45 100 0.0026 14.1 0 0.0 036 14.2 Date 11/7/2025 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 9Path No: S325 136 16 17 5.6 17.9 17.9 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 2.27 6.42 8.68 100 0.1485 10.3 -0.4 1.3 136 032 17 11 0 17.9 1.5 1.68 1x(us.Tee-Br)=7.02 2x(us.90)=7.02 19.59 14.04 33.63 100 0.015 11.1 2.6 0.5 032 14.2 10Path No: S317 187 0 11 5.6 19 19 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 17.95 7.84 25.8 100 0.1653 11.5 -4.8 4.3 187 186 11 11 0 19 2 2.157 6.97 0 6.97 100 0.0049 11 0 0.0 186 11 11Path No: S303 122 0 11 5.6 19.1 19.1 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 16.05 7.84 23.89 100 0.1666 11.6 -4.8 4 122 121 11 11 0 19.1 1.5 1.68 11.31 0 11.31 100 0.0168 10.8 0 0.2 121 120 11 11 19.8 38.9 1.5 1.68 11.83 0 11.83 100 0.0627 11 0 0.7 120 034 11 11 20.2 59.1 1.5 1.68 1x(us.Tee-Br)=7.02 10.77 7.02 17.79 100 0.1364 11.8 0 2.4 034 14.2 12Path No: S304 121 0 11 5.6 19.8 19.8 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.21 6.42 18.63 100 0.1779 12.5 -4.8 3.3 121 11 13Path No: S314 030 11.75 11 5.6 19.2 19.2 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 7.45 6.42 13.87 100 0.1686 11.8 0.3 2.3 030 14.4 Date 11/7/2025 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 14Path No: S307 155 0 11 5.6 19.4 19.4 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.17 6.42 18.59 100 0.1711 11.9 -4.8 3.2 155 154 11 11 0 19.4 2 2.157 7.4 0 7.4 100 0.0051 10.4 0 0.0 154 10.4 15Path No: S308 153 0 11 5.6 19.4 19.4 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.17 6.42 18.59 100 0.1719 12 -4.8 3.2 153 10.4 16Path No: S321 027 11.75 11 5.6 19.5 19.5 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 7.45 6.42 13.87 100 0.1731 12.1 0.3 2.4 027 14.8 17Path No: S305 120 0 11 5.6 20.2 20.2 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.21 6.42 18.63 100 0.1858 13.1 -4.8 3.5 120 11.8 18Path No: S309 150 0 11 5.6 19.8 19.8 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.17 6.42 18.59 100 0.1783 12.5 -4.8 3.3 150 11 19Path No: S322 185 0 11 5.6 19.8 19.8 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.23 6.42 18.64 100 0.1786 12.5 -4.8 3.3 185 11.1 20Path No: S323 182 0 11 5.6 20.2 20.2 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.23 6.42 18.64 100 0.1852 13 -4.8 3.5 182 11.7 Date 11/7/2025 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 21Path No: S300 057 0 11 5.6 20.8 20.8 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.14 6.42 18.55 100 0.1952 13.8 -4.8 3.6 057 056 11 11 0 20.8 1.5 1.68 11.83 0 11.83 100 0.0197 12.6 0 0.2 056 038 11 11 20.9 41.7 1.5 1.68 1x(us.Tee-Br)=7.02 10.77 7.02 17.79 100 0.0716 12.9 0 1.3 038 14.1 22Path No: S301 056 0 11 5.6 20.9 20.9 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.14 6.42 18.55 100 0.1977 14 -4.8 3.7 056 12.9 23Path No: S310 149 0 11 5.6 20.7 20.7 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.17 6.42 18.59 100 0.1931 13.6 -4.8 3.6 149 12.4 24Path No: S302 037 0 11 5.6 21.4 21.4 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 13.43 7.84 21.28 100 0.2052 14.5 -4.8 4.4 037 14.1 25Path No: S306 033 0 11 5.6 21.4 21.4 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 13.51 7.84 21.35 100 0.2056 14.6 -4.8 4.4 033 14.2 26Path No: S324 181 0 11 5.6 21.1 21.1 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.23 6.42 18.64 100 0.2004 14.2 -4.8 3.7 181 13.1 27Path No: S315 029 0 11 5.6 21.3 21.3 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 15.48 7.84 23.32 100 0.2045 14.5 -4.8 4.8 029 14.5 Date 11/7/2025 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 28Path No: S316 028 0 11 5.6 21.5 21.5 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 15.47 7.84 23.31 100 0.2076 14.7 -4.8 4.8 028 14.8 29Path No: S414 214 0 11 5.6 21.8 21.8 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 15.39 7.84 23.23 100 0.2125 15.1 -4.8 4.9 214 024 11 11 0 21.8 1.5 1.68 1x(us.Tee-Br)=7.02 1.72 7.02 8.74 100 0.0214 15.3 0 0.2 024 15.5 30Path No: S413 204 0 11 5.6 22 22 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.76 6.42 19.17 100 0.2161 15.4 -4.8 4.1 204 025 11 11 0 22 1.5 1.68 1x(us.Tee-Br)=7.02 18.7 7.02 25.72 100 0.0218 14.8 0 0.6 025 15.3 31Path No: S410 245 0 11 5.6 22.3 22.3 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 15.05 6.42 21.47 100 0.2228 15.9 -4.8 4.8 245 023 11 11 0 22.3 1.5 1.68 1x(us.Tee-Br)=7.02 6.11 7.02 13.13 100 0.0225 15.9 0 0.3 023 16.2 32Path No: 455 491 -5 -5 0 192.3 8 8.55 63.35 0 63.35 140 0.0002 40.6 0 0.0 491 476 -5 -5 -84.7 107.6 8 8.55 2x(us.Tee-Br)=123.28 1x(elbow.22.5)=7.93 2x(us.45)=31.7 548.86 162.9 711.76 140 0.0001 40.6 0 0.1 476 458 -5 -5 84.7 192.3 8 8.55 1x(us.Tee-Br)=61.64 4x(us.45)=63.4 1x(elbow.22.5)=7.93 901.97 132.96 1034.9 3 140 0.0002 40.7 0 0.2 458 40.9 Date 11/7/2025 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 33Path No: 491 478 -5 -5 0 84.7 8 8.55 1x(elbow.22.5)=7.93 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 912.51 164.66 1077.1 7 140 0.0001 40.6 0 0.1 478 476 -5 -5 0 84.7 8 8.55 32.25 0 32.25 140 0.0001 40.7 0 0 476 40.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 13.4 ft/s occurs in the following pipe(s): (008-O-023), (007-O-008-I), (006-007-I) Date 11/7/2025 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 Flow, gpm03004005006007008009001000 15001704Pressure, psi75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 3; BFP Ref.: 672 (AmesC200H, Size = 6); Inlet Node: 005-I; Outlet Node: 005-O Flow, gpm0100200250300400 500600780900100013001500Pressure, psi10.22 9.22 8.22 7.22 6.22 5.22 4.22 3.22 2.22 1.22 0.22 3 psi @ 595.2 gpm Date 11/7/2025 Page 44Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 3; DPV Ref.: 674 (DPV-1, Size = 4); Inlet Node: 008-I; Outlet Node: 008-O Flow, gpm170300400450500550600700800 8501000110012001600Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 1.2 psi @ 595.2 gpm Pressure Loss Function Design Area: 3; Valve Ref.: 671 (CV-1 FR Check, Size = 6); Inlet Node: 002-I; Outlet Node: 002-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.5 psi @ 595.2 gpm Date 11/7/2025 Page 45Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 3; Valve Ref.: 673 (BFV-N, Size = 4); Inlet Node: 007-I; Outlet Node: 007-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 1 psi @ 595.2 gpm Date 11/7/2025 Page 46Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Downstream DPV (gal) 4 FIRST FLOOR LIGHT HAZARD 0.1 2535 156 34 0 100 746.9 42.6 Dry 396.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 Project Name : HANOVER HYANNIS PH II Contract No. : Project Location: 55 WILKENS LANE City: BARNSTABLE, MA 02601 Date: 10/24/2025 Name of Contractor: PLATINUM FIRE Address: 34 ST MARTIN DR STE 12 Phone Number: 508-726-4117 Name of Designer: N. O'CONNELL Authority Having Jurisdiction: AHJ City: MARLBORO, MA 01752 E-mail: NICOLEO@PLATINUMFIREPROTECTION.COM Job Information Contractor Information Notes Date 11/7/2025 Page 47Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 4 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 11/7/2025 Page 48Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 4 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : W1 Flow (gpm)Pressure (psi) 0 68 1704 64 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 68 64 1704 67.1 746.9 42.6 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 0 100 0 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 646.9 0 0 646.9 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 42.6 746.9 N/A Sprinklers Other Date 11/7/2025 Page 49Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 002-I -5 Node NODE 39.7 0 002-O -5 Node NODE 39.1 0 003 -5 Node NODE 39.1 0 005-I 3.5 Node NODE 34.8 -3.7 005-O 3.5 Node NODE 31.7 -3.7 006 3.5 Node NODE 31.7 -3.7 007-I 5.2 Node NODE 29.7 -4.4 007-O 5.58 Node NODE 28.3 -4.6 008-I 6.65 Node NODE 27.8 -5 008-O 7.79 Node NODE 25.9 -5.5 019 11 Node NODE 16.6 -6.9 021 11 Node NODE 15.7 -6.9 022 11 Node NODE 15.7 -6.9 023 11 Node NODE 15.2 -6.9 024 11 Node NODE 14.7 -6.9 025 11 Node NODE 14.6 -6.9 026 11 Node NODE 14.5 -6.9 027 11 Node NODE 14.4 -6.9 028 11 Node NODE 14.4 -6.9 029 11 Node NODE 14.3 -6.9 030 11 Node NODE 14.3 -6.9 031 11 Node NODE 14.3 -6.9 033 11 Node NODE 14.3 -6.9 149 11 Node NODE 12.4 -6.9 150 11 Node NODE 11 -6.9 Date 11/7/2025 Page 50Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 151 11 Node NODE 11 -6.9 152 11 Node NODE 10.6 -6.9 153 11 Node NODE 10.4 -6.9 154 11 Node NODE 10.4 -6.9 155 11 Node NODE 10.4 -6.9 181 11 Node NODE 12.7 -6.9 182 11 Node NODE 11.3 -6.9 183 11 Node NODE 11.2 -6.9 184 11 Node NODE 10.8 -6.9 185 11 Node NODE 10.7 -6.9 186 11 Node NODE 10.6 -6.9 187 11 Node NODE 10.6 -6.9 204 11 Node NODE 11.2 -6.9 205 11 Node NODE 10.6 -6.9 206 11 Node NODE 10.4 -6.9 214 11 Node NODE 14.5 -6.9 245 11 Node NODE 11.2 -6.9 246 11 Node NODE 9.2 -6.9 247 11 Node NODE 8.2 -6.9 248 11 Node NODE 7.7 -6.9 249 11 Node NODE 7.6 -6.9 268 11 Node NODE 12.7 -6.9 269 11 Node NODE 11.3 -6.9 270 11 Node NODE 10.6 -6.9 271 11 Node NODE 10.3 -6.9 Date 11/7/2025 Page 51Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 317 11 Node NODE 16.3 -6.9 455 -5 Node NODE 41.7 0 458 -5 Node NODE 42 0 463 -5 Node NODE 42.5 0 476 -5 Node NODE 41.7 0 478 -5 Node NODE 41.7 0 491 -5 Node NODE 41.7 0 H1 -5 Outside Hose HOSE 100 39.9 0 100 S306 0 Overhead Sprinkler HEAD 5.6 Open 21.4 5.8 156 0.137 14.6 -2.2 7.8 15.6 S307 0 Overhead Sprinkler HEAD 5.6 Open 19.4 4.6 148 0.131 11.9 -2.2 7 14.8 S308 0 Overhead Sprinkler HEAD 5.6 Open 19.4 4.6 148 0.131 12 -2.2 7 14.8 S309 0 Overhead Sprinkler HEAD 5.6 Open 19.8 5 148 0.134 12.5 -2.2 7 14.8 S310 0 Overhead Sprinkler HEAD 5.6 Open 20.7 5.9 148 0.14 13.6 -2.2 7 14.8 S311 12 Overhead Sprinkler HEAD 5.6 Open 16.1 1.3 148 0.109 8.3 -7.4 7 14.8 S312 14.42 Overhead Sprinkler HEAD 5.6 Open 15.1 0.3 148 0.102 7.3 -8.4 7 14.8 S313 15.83 Overhead Sprinkler HEAD 5.6 Open 14.8 0.0 148 0.1 7 -9 7 14.8 S314 11.75 Overhead Sprinkler HEAD 5.6 Open 19.1 4.3 148 0.129 11.7 -7.3 7 14.8 S315 0 Overhead Sprinkler HEAD 5.6 Open 21.2 6.4 148 0.143 14.4 -2.2 7 14.8 S316 0 Overhead Sprinkler HEAD 5.6 Open 21.3 6.5 148 0.144 14.4 -2.2 7 14.8 S317 0 Overhead Sprinkler HEAD 5.6 Open 18.7 3.9 148 0.127 11.2 -2.2 7 14.8 S318 12 Overhead Sprinkler HEAD 5.6 Open 16.3 1.5 148 0.11 8.5 -7.4 7 14.8 S319 14.42 Overhead Sprinkler HEAD 5.6 Open 15.3 0.5 148 0.103 7.5 -8.4 7 14.8 S320 15.83 Overhead Sprinkler HEAD 5.6 Open 15 0.2 148 0.101 7.2 -9 7 14.8 S321 11.75 Overhead Sprinkler HEAD 5.6 Open 19.2 4.4 148 0.13 11.8 -7.3 7 14.8 S322 0 Overhead Sprinkler HEAD 5.6 Open 19.5 4.7 148 0.132 12.2 -2.2 7 14.8 Date 11/7/2025 Page 52Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Job : HANOVER HYANNIS PH II Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm S323 0 Overhead Sprinkler HEAD 5.6 Open 19.9 5.1 148 0.135 12.7 -2.2 7 14.8 S324 0 Overhead Sprinkler HEAD 5.6 Open 20.8 6 148 0.14 13.8 -2.2 7 14.8 S400 0 Overhead Sprinkler HEAD 5.6 Open 19.3 4.5 148 0.13 11.9 -2.2 7 14.8 S401 0 Overhead Sprinkler HEAD 5.6 Open 19.4 4.6 148 0.131 12.1 -2.2 7 14.8 S402 0 Overhead Sprinkler HEAD 5.6 Open 19.6 4.8 148 0.133 12.3 -2.2 7 14.8 S403 0 Overhead Sprinkler HEAD 5.6 Open 20.7 5.9 148 0.14 13.6 -2.2 7 14.8 S404 0 Overhead Sprinkler HEAD 5.6 Open 22.8 8 148 0.154 16.5 -2.2 7 14.8 S405 0 Overhead Sprinkler HEAD 5.6 Open 21.6 6.8 148 0.146 14.9 -2.2 7 14.8 S406 0 Overhead Sprinkler HEAD 5.6 Open 17.5 2.7 148 0.118 9.7 -2.2 7 14.8 S407 0 Overhead Sprinkler HEAD 5.6 Open 17.6 2.8 148 0.119 9.8 -2.2 7 14.8 S408 0 Overhead Sprinkler HEAD 5.6 Open 17.9 3.1 148 0.121 10.2 -2.2 7 14.8 S409 0 Overhead Sprinkler HEAD 5.6 Open 18.2 3.4 148 0.123 10.6 -2.2 7 14.8 S410 0 Overhead Sprinkler HEAD 5.6 Open 19.6 4.8 148 0.132 12.2 -2.2 7 14.8 S411 0 Overhead Sprinkler HEAD 5.6 Open 19.2 4.4 148 0.13 11.7 -2.2 7 14.8 S412 0 Overhead Sprinkler HEAD 5.6 Open 19.3 4.5 148 0.131 11.9 -2.2 7 14.8 S413 0 Overhead Sprinkler HEAD 5.6 Open 19.8 5 148 0.134 12.5 -2.2 7 14.8 S414 0 Overhead Sprinkler HEAD 5.6 Open 21.3 6.5 148 0.144 14.5 -2.2 7 14.8 W1 -5 Supply SUPPLY -746.9 42.6 0 Date 11/7/2025 Page 53Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S313 151 15.83 11 5.6 14.8 14.8 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 11.77 6.42 18.18 100 0.1043 7 2.1 1.9 151 150 11 11 70 84.8 2 2.157 0.65 0 0.65 100 0.0788 11 0 0.1 150 149 11 11 19.8 104.6 2 2.157 12 0 12 100 0.1162 11 0 1.4 149 031 11 11 20.7 125.2 2 2.157 1x(us.Tee-Br)=8.77 2.55 8.77 11.32 100 0.1623 12.4 0 1.8 031 030 11 11 21.4 146.6 4 4.26 4.6 0 4.6 100 0.0079 14.3 0 0.0 030 029 11 11 19.1 165.8 4 4.26 1.62 0 1.62 100 0.0099 14.3 0 0.0 029 028 11 11 21.2 187 4 4.26 7.33 0 7.33 100 0.0124 14.3 0 0.1 028 027 11 11 21.3 208.3 4 4.26 0.72 0 0.72 100 0.0151 14.4 0 0.0 027 026 11 11 19.2 227.5 4 4.26 4.39 0 4.39 100 0.0178 14.4 0 0.1 026 025 11 11 125.6 353.1 4 4.26 3.14 0 3.14 100 0.0402 14.5 0 0.1 025 024 11 11 58.3 411.4 4 4.26 1.49 0 1.49 100 0.0534 14.6 0 0.1 024 023 11 11 21.3 432.7 4 4.26 7.57 0 7.57 100 0.0586 14.7 0 0.4 023 022 11 11 90.7 523.5 4 4.26 6.41 0 6.41 100 0.0834 15.2 0 0.5 022 021 11 11 21.6 545.1 4 4.26 0.57 0 0.57 100 0.0899 15.7 0 0.1 021 019 11 11 79 624.1 4 4.26 7.38 0 7.38 100 0.1156 15.7 0 0.9 019 008-O 11 7.79 22.8 646.9 4 4.26 2x(us.90)=18.78 45.01 18.78 63.78 100 0.1235 16.6 1.4 7.9 Date 11/7/2025 Page 54Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 008-O 008-I 7.79 6.65 0 646.9 4 0 1.15 0 1.15 1.2416 25.9 0.5 1.4 DPV-1 *** 008-I 007-O 6.65 5.58 0 646.9 4 4.26 1.07 0 1.07 120 0.0881 27.8 0.5 0.1 007-O 007-I 5.58 5.2 0 646.9 4 0 0.38 0 0.38 3.0575 28.3 0.2 1.2 BFV-N *** 007-I 006 5.2 3.5 0 646.9 4 4.26 1x(us.90)=13.17 1.7 13.17 14.87 120 0.0881 29.7 0.7 1.3 006 005-O 3.5 3.5 0 646.9 6 6.357 1.76 0 1.76 120 0.0125 31.7 0 0.0 005-O 005-I 3.5 3.5 0 646.9 6 0 0.5 0 0.5 6.1785 31.7 0 3.1 AmesC200H *** 005-I 003 3.5 -5 0 646.9 6 6.357 2x(us.90)=35.21 9.97 35.21 45.17 120 0.0125 34.8 3.7 0.6 003 002-O -5 -5 0 646.9 6 6.4 6.53 0 6.53 140 0.0091 39.1 0 0.1 002-O 002-I -5 -5 0 646.9 6 0 0.87 0 0.87 0.6331 39.1 0 0.6 CV-1 FR Check *** 002-I H1 -5 -5 0 646.9 6 6.4 1x(us.45)=12.1 13.18 12.1 25.27 140 0.0091 39.7 0 0.2 H1 455 -5 -5 100 746.9 6 6.4 1x(us.Tee-Br)=51.84 94.53 51.84 146.37 140 0.0119 39.9 0 1.7 455 458 -5 -5 -206.6 540.3 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 132.67 93.34 226.01 140 0.0016 41.7 0 0.4 458 463 -5 -5 206.6 746.9 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0004 42 0 0.4 463 W1 -5 -5 0 746.9 6 6.4 12.74 0 12.74 140 0.0119 42.5 0 0.2 W1 42.6 Date 11/7/2025 Page 55Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 2Path No: S320 183 15.83 11 5.6 15 15 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 11.55 6.42 17.97 100 0.1069 7.2 2.1 1.9 183 182 11 11 69.9 84.9 2 2.157 0.65 0 0.65 100 0.079 11.2 0 0.1 182 181 11 11 19.9 104.8 2 2.157 12 0 12 100 0.1167 11.3 0 1.4 181 026 11 11 20.8 125.6 2 2.157 1x(us.Tee-Br)=8.77 2.55 8.77 11.32 100 0.1632 12.7 0 1.8 026 14.5 3Path No: S312 152 14.42 11 5.6 15.1 15.1 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 10.68 6.42 17.1 100 0.1078 7.3 1.5 1.8 152 151 11 11 54.9 70 2 2.157 7.44 0 7.44 100 0.0552 10.6 0 0.4 151 11 4Path No: S319 184 14.42 11 5.6 15.3 15.3 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 10.47 6.42 16.89 100 0.1105 7.5 1.5 1.9 184 183 11 11 54.6 69.9 2 2.157 7.44 0 7.44 100 0.0551 10.8 0 0.4 183 11.2 5Path No: S311 154 12 11 5.6 16.1 16.1 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 7.6 6.42 14.02 100 0.1216 8.3 0.4 1.7 154 153 11 11 19.4 35.5 2 2.157 2.6 0 2.6 100 0.0157 10.4 0 0.0 153 152 11 11 19.4 54.9 2 2.157 3.91 0 3.91 100 0.0352 10.4 0 0.1 152 10.6 Date 11/7/2025 Page 56Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 6Path No: S318 186 12 11 5.6 16.3 16.3 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 7.39 6.42 13.8 100 0.1244 8.5 0.4 1.7 186 185 11 11 18.7 35 2 2.157 2.6 0 2.6 100 0.0153 10.6 0 0.0 185 184 11 11 19.5 54.6 2 2.157 3.91 0 3.91 100 0.0349 10.7 0 0.1 184 10.8 7Path No: S406 249 0 11 5.6 17.5 17.5 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.42 6.42 18.84 100 0.1412 9.7 -4.8 2.7 249 248 11 11 0 17.5 1.5 1.68 10.21 0 10.21 100 0.0142 7.6 0 0.1 248 247 11 11 17.6 35 1.5 1.68 9.48 0 9.48 100 0.0518 7.7 0 0.5 247 246 11 11 17.9 52.9 1.5 1.68 8.77 0 8.77 100 0.1112 8.2 0 1 246 245 11 11 18.2 71.1 1.5 1.68 10.29 0 10.29 100 0.1923 9.2 0 2 245 023 11 11 19.6 90.7 1.5 1.68 1x(us.Tee-Br)=7.02 6.11 7.02 13.13 100 0.3017 11.2 0 4 023 15.2 8Path No: S407 248 0 11 5.6 17.6 17.6 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.27 6.42 18.69 100 0.143 9.8 -4.8 2.7 248 7.7 9Path No: S408 247 0 11 5.6 17.9 17.9 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.42 6.42 18.84 100 0.148 10.2 -4.8 2.8 247 8.2 Date 11/7/2025 Page 57Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 10Path No: S409 246 0 11 5.6 18.2 18.2 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 15.73 6.42 22.15 100 0.153 10.6 -4.8 3.4 246 9.2 11Path No: S317 187 0 11 5.6 18.7 18.7 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 17.95 7.84 25.8 100 0.1611 11.2 -4.8 4.2 187 186 11 11 0 18.7 2 2.157 6.97 0 6.97 100 0.0048 10.6 0 0.0 186 10.6 12Path No: S314 030 11.75 11 5.6 19.1 19.1 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 7.45 6.42 13.87 100 0.1673 11.7 0.3 2.3 030 14.3 13Path No: S411 206 0 11 5.6 19.2 19.2 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 14.08 6.42 20.5 100 0.168 11.7 -4.8 3.4 206 205 11 11 0 19.2 1.5 1.68 14.35 0 14.35 100 0.017 10.4 0 0.2 205 204 11 11 19.3 38.5 1.5 1.68 9.25 0 9.25 100 0.0617 10.6 0 0.6 204 025 11 11 19.8 58.3 1.5 1.68 1x(us.Tee-Br)=7.02 18.7 7.02 25.72 100 0.1331 11.2 0 3.4 025 14.6 14Path No: S321 027 11.75 11 5.6 19.2 19.2 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 7.45 6.42 13.87 100 0.1686 11.8 0.3 2.3 027 14.4 Date 11/7/2025 Page 58Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 15Path No: S400 271 0 11 5.6 19.3 19.3 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.48 6.42 18.9 100 0.1701 11.9 -4.8 3.2 271 270 11 11 0 19.3 1.5 1.68 13.7 0 13.7 100 0.0172 10.3 0 0.2 270 269 11 11 19.4 38.7 1.5 1.68 11.92 0 11.92 100 0.0624 10.6 0 0.7 269 268 11 11 19.6 58.4 1.5 1.68 10.29 0 10.29 100 0.1333 11.3 0 1.4 268 021 11 11 20.7 79 1.5 1.68 1x(us.Tee-Br)=7.02 6.11 7.02 13.13 100 0.2337 12.7 0 3.1 021 15.7 16Path No: S412 205 0 11 5.6 19.3 19.3 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 14.08 6.42 20.5 100 0.1705 11.9 -4.8 3.5 205 10.6 17Path No: S307 155 0 11 5.6 19.4 19.4 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.17 6.42 18.59 100 0.1711 11.9 -4.8 3.2 155 154 11 11 0 19.4 2 2.157 7.4 0 7.4 100 0.0051 10.4 0 0.0 154 10.4 18Path No: S308 153 0 11 5.6 19.4 19.4 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.17 6.42 18.59 100 0.1719 12 -4.8 3.2 153 10.4 19Path No: S401 270 0 11 5.6 19.4 19.4 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.51 6.42 18.93 100 0.1725 12.1 -4.8 3.3 270 10.6 Date 11/7/2025 Page 59Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 20Path No: S322 185 0 11 5.6 19.5 19.5 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.23 6.42 18.64 100 0.1742 12.2 -4.8 3.2 185 10.7 21Path No: S410 245 0 11 5.6 19.6 19.6 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 15.05 6.42 21.47 100 0.1746 12.2 -4.8 3.7 245 11.2 22Path No: S402 269 0 11 5.6 19.6 19.6 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 15.12 6.42 21.53 100 0.1756 12.3 -4.8 3.8 269 11.3 23Path No: S309 150 0 11 5.6 19.8 19.8 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.17 6.42 18.59 100 0.1783 12.5 -4.8 3.3 150 11 24Path No: S413 204 0 11 5.6 19.8 19.8 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.76 6.42 19.17 100 0.179 12.5 -4.8 3.4 204 11.2 25Path No: S323 182 0 11 5.6 19.9 19.9 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.23 6.42 18.64 100 0.1805 12.7 -4.8 3.4 182 11.3 26Path No: S310 149 0 11 5.6 20.7 20.7 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.17 6.42 18.59 100 0.1931 13.6 -4.8 3.6 149 12.4 27Path No: S403 268 0 11 5.6 20.7 20.7 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 13.3 6.42 19.71 100 0.1932 13.6 -4.8 3.8 268 12.7 Date 11/7/2025 Page 60Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 28Path No: S324 181 0 11 5.6 20.8 20.8 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 12.23 6.42 18.64 100 0.1953 13.8 -4.8 3.6 181 12.7 29Path No: S306 033 0 11 5.6 21.4 21.4 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 13.51 7.84 21.35 100 0.2064 14.6 -4.8 4.4 033 031 11 11 0 21.4 4 4.26 6.23 0 6.23 100 0.0002 14.3 0 0 031 14.3 30Path No: S315 029 0 11 5.6 21.2 21.2 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 15.48 7.84 23.32 100 0.2028 14.4 -4.8 4.7 029 14.3 31Path No: S316 028 0 11 5.6 21.3 21.3 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 15.47 7.84 23.31 100 0.2038 14.4 -4.8 4.8 028 14.4 32Path No: S414 214 0 11 5.6 21.3 21.3 1 1.049 1x(us.Tee-Br)=3.56 3x(us.90)=4.28 15.39 7.84 23.23 100 0.2051 14.5 -4.8 4.8 214 024 11 11 0 21.3 1.5 1.68 1x(us.Tee-Br)=7.02 1.72 7.02 8.74 100 0.0207 14.5 0 0.2 024 14.7 33Path No: S405 022 0 11 5.6 21.6 21.6 1 1.049 2x(us.Tee-Br)=7.13 3x(us.90)=4.28 14.9 11.41 26.31 100 0.2102 14.9 -4.8 5.5 022 15.7 Date 11/7/2025 Page 61Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Hydraulic CalculationsJob : HANOVER HYANNIS PH II PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 34Path No: S404 317 0 11 5.6 22.8 22.8 1 1.049 1x(us.Tee-Br)=3.56 2x(us.90)=2.85 13.37 6.42 19.79 100 0.2311 16.5 -4.8 4.6 317 019 11 11 0 22.8 1.5 1.68 1x(us.Tee-Br)=7.02 3.71 7.02 10.72 100 0.0233 16.3 0 0.3 019 16.6 35Path No: 455 491 -5 -5 0 206.6 8 8.55 63.35 0 63.35 140 0.0003 41.7 0 0.0 491 476 -5 -5 -91 115.6 8 8.55 2x(us.Tee-Br)=123.28 1x(elbow.22.5)=7.93 2x(us.45)=31.7 548.86 162.9 711.76 140 0.0001 41.7 0 0.1 476 458 -5 -5 91 206.6 8 8.55 1x(us.Tee-Br)=61.64 4x(us.45)=63.4 1x(elbow.22.5)=7.93 901.97 132.96 1034.9 3 140 0.0003 41.7 0 0.3 458 42 36Path No: 491 478 -5 -5 0 91 8 8.55 1x(elbow.22.5)=7.93 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 912.51 164.66 1077.1 7 140 0.0001 41.7 0 0.1 478 476 -5 -5 0 91 8 8.55 32.25 0 32.25 140 0.0001 41.7 0 0 476 41.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 14.56 ft/s occurs in the following pipe(s): (008-O-019), (007-O-008-I), (006-007-I) Date 11/7/2025 Page 62Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 4; Supply Ref.: W1; Supply Name:W1 Flow, gpm03004005006007008009001000 15001704Pressure, psi75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 4; BFP Ref.: 672 (AmesC200H, Size = 6); Inlet Node: 005-I; Outlet Node: 005-O Flow, gpm0100200250300400 500600780900100013001500Pressure, psi10.22 9.22 8.22 7.22 6.22 5.22 4.22 3.22 2.22 1.22 0.22 3.1 psi @ 646.9 gpm Date 11/7/2025 Page 63Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 4; DPV Ref.: 674 (DPV-1, Size = 4); Inlet Node: 008-I; Outlet Node: 008-O Flow, gpm170300400450500550600700800 8501000110012001600Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 1.4 psi @ 646.9 gpm Pressure Loss Function Design Area: 4; Valve Ref.: 671 (CV-1 FR Check, Size = 6); Inlet Node: 002-I; Outlet Node: 002-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.6 psi @ 646.9 gpm Date 11/7/2025 Page 64Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 4; Valve Ref.: 673 (BFV-N, Size = 4); Inlet Node: 007-I; Outlet Node: 007-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 1.2 psi @ 646.9 gpm Date 11/7/2025 Page 65Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS CLUBHOUSE.dwg