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HomeMy WebLinkAbout20260318 - HANOVER HYANNIS FP BLDG 1 THRU 5 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) 22 RESIDENTIAL 760 177.8 Required 58.2 0.1 19 4 100 9.811.5Demand (HW) 23 RESIDENTIAL 660 178.8 Required 60 0.1 19 4 100 7.911.5Demand (HW) 24 LIGHT HAZARD 1000 263.4 Required 45.3 0.1 16.8 9 100 22.69Demand (HW) 25 RESIDENTIAL 785 192.1 Required 58.6 0.1 25.5 4 100 9.320.7Demand (HW) 26 LIGHT HAZARD 1000 206.7 Required 43.5 0.1 16.8 6 100 24.49Demand (HW) 27 RESIDENTIAL 600 162.8 Required 50.1 0.1 15 4 100 17.87.2Demand (HW) Date 2/5/2026 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 22 BLDG 1 4TH FLOOR RESIDENTIAL 0.1 760 190 4 0 100 177.8 58.2 Wet 13282.1 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 22 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 22 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 67.9 177.8 58.2 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) 77.8 0 0 77.8 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 58.2 177.8 N/A Sprinklers Other Date 2/5/2026 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 22 Flow, gpmPressure, psi90 80 70 60 50 40 30 20 10 0 S1 S2 63.573 D1 D2 67.9 psi @ 177.8 gpm Supply System Demand Available At Source 0 500600700800 900 10001100 1200 1300 1400 1500 1600 1700 1800 Date 2/5/2026 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 22 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 68Supply point #1 - Static 1704S2 64Supply point #2 - Residual 0D1 19.9Elevation Pressure 177.8D2 58.2System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 201Supply67.9 9.8 177.8 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type S2200 5.6 0.1 19 11.5 0.102 1219.4190Overhead Sprinkler S2201 5.6 0.1 19 11.5 0.1 11.519190Overhead Sprinkler S2202 5.6 0.1 19 11.5 0.103 12.319.7190Overhead Sprinkler S2203 5.6 0.1 19 11.5 0.104 12.519.8190Overhead Sprinkler Date 2/5/2026 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S2201 40.89 Overhead Sprinkler HEAD 5.6 Open 19 0 190 0.1 11.5 -19.9 11.5 19 S2200 40.55 Overhead Sprinkler HEAD 5.6 Open 19.4 0.4 190 0.102 12 -19.7 11.5 19 S2202 40.55 Overhead Sprinkler HEAD 5.6 Open 19.7 0.7 190 0.103 12.3 -19.7 11.5 19 S2203 40.55 Overhead Sprinkler HEAD 5.6 Open 19.8 0.8 190 0.104 12.5 -19.7 11.5 19 6491 40.55 Node NODE 12.7 -19.7 6497 40.55 Node NODE 12.8 -19.7 6488 31.31 Node NODE 23.1 -15.7 08567 31.31 Node NODE 30.5 -15.7 6484 31.31 Node NODE 33.4 -15.7 5348 31.31 Node NODE 35 -15.7 5344-O 31.31 Node NODE 35.2 -15.7 5344-I 31.31 Node NODE 35.6 -15.7 5343-O 31.31 Node NODE 35.6 -15.7 5388-O 31.31 Node NODE 35.6 -15.7 5343-I 31.31 Node NODE 35.6 -15.7 5341 31.31 Node NODE 35.8 -15.7 5388-I 31.31 Node NODE 35.8 -15.7 5389-O 31.31 Node NODE 35.8 -15.7 5389-I 31.31 Node NODE 35.8 -15.7 5390 31.31 Node NODE 35.9 -15.7 5338-O 10 Node NODE 45 -6.5 5338-I 10 Node NODE 45 -6.5 5264-O 10 Node NODE 45.1 -6.5 5264-I 10 Node NODE 45.1 -6.5 5262 10 Node NODE 45.2 -6.5 Date 2/5/2026 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4920-O 3.5 Node NODE 48 -3.7 4920-I 3.5 Node NODE 54.3 -3.7 4918-O -0.89 Node NODE 56.2 -1.8 4918-I -1.85 Node NODE 56.6 -1.4 4917-O -3.01 Node NODE 57.1 -0.9 4917-I -3.5 Node NODE 57.4 -0.6 4915-O -5 Node NODE 58 0 4915-I -5 Node NODE 58.1 0 H3 -5 Outside Hose HOSE 100 58.1 0 100 0007 -5 Node NODE 58.1 0 00008 -5 Node NODE 58.1 0 0021 -5 Node NODE 58.1 0 0025 -5 Node NODE 58.1 0 0030 -5 Node NODE 58.2 0 W1 -5 Supply SUPPLY -177.8 58.2 0 Date 2/5/2026 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2201 6491 40.89 40.55 5.6 19 19 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 1.69 15 16.69 150 0.0616 11.5 0.1 1 6491 6488 40.55 31.31 19.4 38.4 1 1.101 1x(BM.Tee-Run)=1 2x(BM.90)=10 17.49 11 28.49 150 0.2266 12.7 4 6.5 6488 08567 31.31 31.31 39.4 77.8 1 1.101 1x(BM.Tee-Run)=1 7.73 1 8.73 150 0.839 23.1 0 7.3 08567 6484 31.31 31.31 0 77.8 1.5 1.598 2x(BM.Tee-Run)=2 1x(BM.90)=8 11.63 10 21.63 150 0.1367 30.5 0 3 6484 5348 31.31 31.31 0 77.8 2 2.003 1x(us.Tee-Br)=12.96 1x(BM.Tee-Br)=10 10.66 22.96 33.62 150 0.0455 33.4 0 1.5 5348 5344-O 31.31 31.31 -28.5 49.4 2.5 2.635 3x(us.90)=24.71 7.49 24.71 32.2 120 0.0078 35 0 0.3 5344-O 5344-I 31.31 31.31 0 49.4 2.5 0 0.67 0 0.67 0.5347 35.2 0 0.4 CV-1 FR Check *** 5344-I 5343-O 31.31 31.31 0 49.4 2.5 2.635 0.5 0 0.5 120 0.0078 35.6 0 0 5343-O 5343-I 31.31 31.31 0 49.4 2.5 0 0.32 0 0.32 0.1968 35.6 0 0.1 BFV-N *** 5343-I 5341 31.31 31.31 0 49.4 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.0078 35.6 0 0.1 5341 5338-O 31.31 10 0 49.4 4 4.26 1x(us.Tee-Br)=26.33 22.98 26.33 49.31 120 0.0008 35.8 9.2 0.0 5338-O 5338-I 10 10 0 49.4 4 0 0.38 0 0.38 0.0367 45 0 0.0 BFV-N *** 5338-I 5262 10 10 0 49.4 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 111.51 39.5 151.01 120 0.0008 45 0 0.1 5262 4920-O 10 3.5 28.5 77.8 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 37.59 72.93 110.52 120 0.0002 45.2 2.8 0.0 4920-O 4920-I 3.5 3.5 0 77.8 6 0 0.5 0 0.5 12.5153 48 0 6.3 AmesC200H *** 4920-I 4918-O 3.5 -0.89 0 77.8 6 6.357 1x(us.90)=17.6 5.91 17.6 23.51 120 0.0002 54.3 1.9 0 Date 2/5/2026 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 4918-O 4918-I -0.89 -1.85 0 77.8 6 0 0.96 0 0.96 0.0562 56.2 0.4 0.1 CV-1 FR Check *** 4918-I 4917-O -1.85 -3.01 0 77.8 6 6.357 1.16 0 1.16 120 0.0002 56.6 0.5 0 4917-O 4917-I -3.01 -3.5 0 77.8 6 0 0.49 0 0.49 0.0086 57.1 0.2 0 BFV-N *** 4917-I 4915-O -3.5 -5 0 77.8 6 6.4 1x(us.90)=24.19 10.53 24.19 34.72 140 0.0002 57.4 0.6 0 4915-O 4915-I -5 -5 0 77.8 6 0 0.87 0 0.87 0.0616 58 0 0.1 CV-1 FR Check *** 4915-I H3 -5 -5 0 77.8 6 6.4 1x(us.Tee-Br)=51.84 6.39 51.84 58.23 140 0.0002 58.1 0 0.0 H3 0025 -5 -5 100 110.2 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 358.12 93.34 451.46 140 0.0001 58.1 0 0.0 0025 0030 -5 -5 67.6 177.8 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 58.1 0 0.0 0030 W1 -5 -5 0 177.8 6 6.4 12.74 0 12.74 140 0.0008 58.2 0 0.0 W1 58.2 2Path No: S2200 6491 40.55 40.55 5.6 19.4 19.4 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 1.17 10 11.17 150 0.0639 12 0 0.7 6491 12.7 3Path No: S2202 6497 40.55 40.55 5.6 19.7 19.7 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 1.39 6 7.39 150 0.0657 12.3 0 0.5 6497 6488 40.55 31.31 19.8 39.4 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 11.55 15 26.55 150 0.2383 12.8 4 6.3 6488 23.1 Date 2/5/2026 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4Path No: S2203 6497 40.55 40.55 5.6 19.8 19.8 1 1.101 1x(BM.Tee-Br)=5 0.18 5 5.18 150 0.0664 12.5 0 0.3 6497 12.8 5Path No: H3 0007 -5 -5 100 67.6 8 8.55 1x(elbow.22.5)=7.93 2x(us.45)=31.7 543.84 39.63 583.47 140 0.0000 58.1 0 0.0 0007 0021 -5 -5 -29.8 37.8 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0.0000 58.1 0 0 0021 0025 -5 -5 29.8 67.6 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0000 58.1 0 0 0025 58.1 6Path No: 5348 5388-O 31.31 31.31 0 28.5 2.5 2.635 3x(us.90)=24.71 200.84 24.71 225.55 120 0.0028 35 0 0.6 5388-O 5388-I 31.31 31.31 0 28.5 2.5 0 0.67 0 0.67 0.3105 35.6 0 0.2 CV-1 FR Check *** 5388-I 5389-O 31.31 31.31 0 28.5 2.5 2.635 0.5 0 0.5 120 0.0028 35.8 0 0 5389-O 5389-I 31.31 31.31 0 28.5 2.5 0 0.32 0 0.32 0.0812 35.8 0 0.0 BFV-N *** 5389-I 5390 31.31 31.31 0 28.5 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0028 35.8 0 0.0 5390 5264-O 31.31 10 0 28.5 4 4.26 1x(us.Tee-Br)=26.33 23.14 26.33 49.47 120 0.0003 35.9 9.2 0.0 5264-O 5264-I 10 10 0 28.5 4 0 0.38 0 0.38 0.0202 45.1 0 0 BFV-N *** 5264-I 5262 10 10 0 28.5 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 91.97 39.5 131.47 120 0.0003 45.1 0 0.0 5262 45.2 Date 2/5/2026 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 7Path No: 0007 00008 -5 -5 0 29.8 8 8.55 1x(us.45)=15.85 1x(elbow.22.5)=7.93 138.33 23.78 162.1 140 0 58.1 0 0 00008 0021 -5 -5 0 29.8 8 8.55 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 806.44 140.89 947.33 140 0 58.1 0 0 0021 58.1 * 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 26.22 ft/s occurs in the following pipe(s): (08567-6488) Date 2/5/2026 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 22; 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: 22; BFP Ref.: 10142 (AmesC200H, Size = 6); Inlet Node: 4920-I; Outlet Node: 4920-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 6.3 psi @ 77.8 gpm Date 2/5/2026 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 22; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 4915-I; Outlet Node: 4915-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 77.8 gpm Pressure Loss Function Design Area: 22; Valve Ref.: 10140 (BFV-N, Size = 6); Inlet Node: 4917-I; Outlet Node: 4917-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 22; Valve Ref.: 10141 (CV-1 FR Check, Size = 6); Inlet Node: 4918-I; Outlet Node: 4918-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 77.8 gpm Pressure Loss Function Design Area: 22; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 5264-I; Outlet Node: 5264-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 22; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 5338-I; Outlet Node: 5338-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 22; Valve Ref.: 10153 (BFV-N, Size = 2.5); Inlet Node: 5343-I; Outlet Node: 5343-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.6110.1 psi @ 49.4 gpm Date 2/5/2026 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 22; Valve Ref.: 10154 (CV-1 FR Check, Size = 2.5); Inlet Node: 5344-I; Outlet Node: 5344-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.4 psi @ 49.4 gpm Pressure Loss Function Design Area: 22; Valve Ref.: 10155 (BFV-N, Size = 2.5); Inlet Node: 5389-I; Outlet Node: 5389-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 22; Valve Ref.: 10156 (CV-1 FR Check, Size = 2.5); Inlet Node: 5388-I; Outlet Node: 5388-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 28.5 gpm Date 2/5/2026 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 23 BLDG 1 4TH FLOOR RESIDENTIAL 0.1 660 190 4 0 100 178.8 60 Wet 13281.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 23 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 23 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 67.9 178.8 60 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) 78.8 0 0 78.8 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 60 178.8 N/A Sprinklers Other Date 2/5/2026 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 00008 -5 Node NODE 59.9 0 0007 -5 Node NODE 59.9 0 0021 -5 Node NODE 60 0 0025 -5 Node NODE 60 0 0030 -5 Node NODE 60 0 4915-I -5 Node NODE 59.9 0 4915-O -5 Node NODE 59.9 0 4917-I -3.5 Node NODE 59.2 -0.6 4917-O -3.01 Node NODE 59 -0.9 4918-I -1.85 Node NODE 58.5 -1.4 4918-O -0.89 Node NODE 58 -1.8 4920-I 3.5 Node NODE 56.1 -3.7 4920-O 3.5 Node NODE 49.8 -3.7 5262 10 Node NODE 47 -6.5 5264-I 10 Node NODE 46.9 -6.5 5264-O 10 Node NODE 46.9 -6.5 5338-I 10 Node NODE 46.9 -6.5 5338-O 10 Node NODE 46.9 -6.5 5341 31.31 Node NODE 37.6 -15.7 5343-I 31.31 Node NODE 37.5 -15.7 5343-O 31.31 Node NODE 37.5 -15.7 5344-I 31.31 Node NODE 37.5 -15.7 5344-O 31.31 Node NODE 37.2 -15.7 5388-I 31.31 Node NODE 37.6 -15.7 5388-O 31.31 Node NODE 37.3 -15.7 Date 2/5/2026 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 5389-I 31.31 Node NODE 37.6 -15.7 5389-O 31.31 Node NODE 37.6 -15.7 5390 31.31 Node NODE 37.7 -15.7 5364 31.31 Node NODE 36.6 -15.7 6073 31.31 Node NODE 21.2 -15.7 6341 31.31 Node NODE 31 -15.7 6344 31.31 Node NODE 17.7 -15.7 6345 31.31 Node NODE 17.1 -15.7 H3 -5 Outside Hose HOSE 100 59.9 0 100 S2300 40.55 Overhead Sprinkler HEAD 5.6 Open 19 0 190 0.1 11.5 -19.7 11.5 19 S2301 40.8 Overhead Sprinkler HEAD 5.6 Open 21.7 6.7 150 0.145 15 -19.8 7.2 15 S2302 40.55 Overhead Sprinkler HEAD 5.6 Open 19.5 3.5 160 0.122 12.1 -19.7 8.2 16 S2303 40.55 Overhead Sprinkler HEAD 5.6 Open 18.7 2.7 160 0.117 11.1 -19.7 8.2 16 W1 -5 Supply SUPPLY -178.8 60 0 Date 2/5/2026 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2300 6345 40.55 31.31 5.6 19 19 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 10.13 15 25.13 150 0.0616 11.5 4 1.5 6345 6344 31.31 31.31 18.7 37.7 1 1.101 1x(BM.Tee-Run)=1 1.86 1 2.86 150 0.2191 17.1 0 0.6 6344 6073 31.31 31.31 19.5 57.1 1 1.101 1x(BM.Tee-Run)=1 6.4 1 7.4 150 0.4735 17.7 0 3.5 6073 6341 31.31 31.31 21.7 78.8 1 1.101 2x(BM.Tee-Run)=2 9.39 2 11.39 150 0.8597 21.2 0 9.8 6341 5364 31.31 31.31 0 78.8 1.25 1.394 1x(us.Tee-Br)=9.52 11.07 9.52 20.58 150 0.2724 31 0 5.6 5364 5344-O 31.31 31.31 -37.1 41.7 2.5 2.635 3x(us.90)=24.71 81.47 24.71 106.18 120 0.0057 36.6 0 0.6 5344-O 5344-I 31.31 31.31 0 41.7 2.5 0 0.67 0 0.67 0.4534 37.2 0 0.3 CV-1 FR Check *** 5344-I 5343-O 31.31 31.31 0 41.7 2.5 2.635 0.5 0 0.5 120 0.0057 37.5 0 0 5343-O 5343-I 31.31 31.31 0 41.7 2.5 0 0.32 0 0.32 0.1462 37.5 0 0.0 BFV-N *** 5343-I 5341 31.31 31.31 0 41.7 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.0057 37.5 0 0.1 5341 5338-O 31.31 10 0 41.7 4 4.26 1x(us.Tee-Br)=26.33 22.98 26.33 49.31 120 0.0005 37.6 9.2 0.0 5338-O 5338-I 10 10 0 41.7 4 0 0.38 0 0.38 0.0304 46.9 0 0.0 BFV-N *** 5338-I 5262 10 10 0 41.7 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 111.51 39.5 151.01 120 0.0005 46.9 0 0.1 5262 4920-O 10 3.5 37.1 78.8 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 37.59 72.93 110.52 120 0.0003 47 2.8 0.0 4920-O 4920-I 3.5 3.5 0 78.8 6 0 0.5 0 0.5 12.5088 49.8 0 6.3 AmesC200H *** 4920-I 4918-O 3.5 -0.89 0 78.8 6 6.357 1x(us.90)=17.6 5.91 17.6 23.51 120 0.0003 56.1 1.9 0 Date 2/5/2026 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 4918-O 4918-I -0.89 -1.85 0 78.8 6 0 0.96 0 0.96 0.057 58 0.4 0.1 CV-1 FR Check *** 4918-I 4917-O -1.85 -3.01 0 78.8 6 6.357 1.16 0 1.16 120 0.0003 58.5 0.5 0 4917-O 4917-I -3.01 -3.5 0 78.8 6 0 0.49 0 0.49 0.0087 59 0.2 0 BFV-N *** 4917-I 4915-O -3.5 -5 0 78.8 6 6.4 1x(us.90)=24.19 10.53 24.19 34.72 140 0.0002 59.2 0.6 0 4915-O 4915-I -5 -5 0 78.8 6 0 0.87 0 0.87 0.0624 59.9 0 0.1 CV-1 FR Check *** 4915-I H3 -5 -5 0 78.8 6 6.4 1x(us.Tee-Br)=51.84 6.39 51.84 58.23 140 0.0002 59.9 0 0.0 H3 0025 -5 -5 100 110.8 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 358.12 93.34 451.46 140 0.0001 59.9 0 0.0 0025 0030 -5 -5 68 178.8 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 60 0 0.0 0030 W1 -5 -5 0 178.8 6 6.4 12.74 0 12.74 140 0.0008 60 0 0.0 W1 60 2Path No: S2303 6345 40.55 31.31 5.6 18.7 18.7 1 1.101 1x(BM.Tee-Run)=1 3x(BM.90)=15 16.29 16 32.29 150 0.0597 11.1 4 1.9 6345 17.1 3Path No: S2302 6344 40.55 31.31 5.6 19.5 19.5 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 10.15 15 25.15 150 0.0644 12.1 4 1.6 6344 17.7 4Path No: S2301 6073 40.8 31.31 5.6 21.7 21.7 1 1.101 1x(BM.Tee-Br)=5 1x(BM.Tee-Run)=1 2x(BM.90)=10 10.04 16 26.04 150 0.0789 15 4.1 2.1 6073 21.2 Date 2/5/2026 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: H3 0007 -5 -5 100 68 8 8.55 1x(elbow.22.5)=7.93 2x(us.45)=31.7 543.84 39.63 583.47 140 0.0000 59.9 0 0.0 0007 0021 -5 -5 -29.9 38.1 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0.0000 59.9 0 0 0021 0025 -5 -5 29.9 68 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0000 60 0 0 0025 60 6Path No: 5364 5388-O 31.31 31.31 0 37.1 2.5 2.635 3x(us.90)=24.71 126.86 24.71 151.58 120 0.0046 36.6 0 0.7 5388-O 5388-I 31.31 31.31 0 37.1 2.5 0 0.67 0 0.67 0.4041 37.3 0 0.3 CV-1 FR Check *** 5388-I 5389-O 31.31 31.31 0 37.1 2.5 2.635 0.5 0 0.5 120 0.0046 37.6 0 0 5389-O 5389-I 31.31 31.31 0 37.1 2.5 0 0.32 0 0.32 0.1207 37.6 0 0.0 BFV-N *** 5389-I 5390 31.31 31.31 0 37.1 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0046 37.6 0 0.1 5390 5264-O 31.31 10 0 37.1 4 4.26 1x(us.Tee-Br)=26.33 23.14 26.33 49.47 120 0.0004 37.7 9.2 0.0 5264-O 5264-I 10 10 0 37.1 4 0 0.38 0 0.38 0.0268 46.9 0 0.0 BFV-N *** 5264-I 5262 10 10 0 37.1 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 91.97 39.5 131.47 120 0.0004 46.9 0 0.1 5262 47 7Path No: 0007 00008 -5 -5 0 29.9 8 8.55 1x(us.45)=15.85 1x(elbow.22.5)=7.93 138.33 23.78 162.1 140 0 59.9 0 0 00008 0021 -5 -5 0 29.9 8 8.55 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 806.44 140.89 947.33 140 0 59.9 0 0 0021 60 Date 2/5/2026 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 * 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 26.57 ft/s occurs in the following pipe(s): (6341-6073) Date 2/5/2026 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 23; 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: 23; BFP Ref.: 10142 (AmesC200H, Size = 6); Inlet Node: 4920-I; Outlet Node: 4920-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 6.3 psi @ 78.8 gpm Date 2/5/2026 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 23; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 4915-I; Outlet Node: 4915-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 78.8 gpm Pressure Loss Function Design Area: 23; Valve Ref.: 10140 (BFV-N, Size = 6); Inlet Node: 4917-I; Outlet Node: 4917-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 23; Valve Ref.: 10141 (CV-1 FR Check, Size = 6); Inlet Node: 4918-I; Outlet Node: 4918-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 78.8 gpm Pressure Loss Function Design Area: 23; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 5264-I; Outlet Node: 5264-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 23; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 5338-I; Outlet Node: 5338-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 23; Valve Ref.: 10153 (BFV-N, Size = 2.5); Inlet Node: 5343-I; Outlet Node: 5343-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 23; Valve Ref.: 10154 (CV-1 FR Check, Size = 2.5); Inlet Node: 5344-I; Outlet Node: 5344-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 41.7 gpm Pressure Loss Function Design Area: 23; Valve Ref.: 10155 (BFV-N, Size = 2.5); Inlet Node: 5389-I; Outlet Node: 5389-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 23; Valve Ref.: 10156 (CV-1 FR Check, Size = 2.5); Inlet Node: 5388-I; Outlet Node: 5388-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 37.1 gpm Date 2/5/2026 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 24 BLDG 1 3RD FLOOR CC HEADS LIGHT HAZARD 0.1 1000 168 9 0 100 263.4 45.3 Wet 13281.9 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 2/5/2026 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 24 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 24 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 67.9 263.4 45.3 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) 163.4 0 0 163.4 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 45.3 263.4 N/A Sprinklers Other Date 2/5/2026 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 00008 -5 Node NODE 45.1 0 0007 -5 Node NODE 45.1 0 0021 -5 Node NODE 45.2 0 0025 -5 Node NODE 45.2 0 0030 -5 Node NODE 45.2 0 4915-I -5 Node NODE 45.1 0 4915-O -5 Node NODE 44.9 0 4917-I -3.5 Node NODE 44.3 -0.6 4917-O -3.01 Node NODE 44 -0.9 4918-I -1.85 Node NODE 43.5 -1.4 4918-O -0.89 Node NODE 43 -1.8 4920-I 3.5 Node NODE 41.1 -3.7 4920-O 3.5 Node NODE 37.5 -3.7 5262 10 Node NODE 34.5 -6.5 5264-I 10 Node NODE 34.3 -6.5 5264-O 10 Node NODE 34.2 -6.5 5338-I 10 Node NODE 34.3 -6.5 5338-O 10 Node NODE 34.3 -6.5 5340 30.9 Node NODE 25.1 -15.6 5391 30.9 Node NODE 25.1 -15.6 5392-I 30.9 Node NODE 24.7 -15.6 5392-O 30.9 Node NODE 24.5 -15.6 5393-I 30.9 Node NODE 24.5 -15.6 5393-O 30.9 Node NODE 23.9 -15.6 5457-I 30.9 Node NODE 24.7 -15.6 Date 2/5/2026 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 5457-O 30.9 Node NODE 24.1 -15.6 5458-I 30.9 Node NODE 24.8 -15.6 5458-O 30.9 Node NODE 24.7 -15.6 5417 30.9 Node NODE 21.7 -15.6 5420 30.9 Node NODE 21.7 -15.6 5423 30.9 Node NODE 21.7 -15.6 5589 30.9 Node NODE 10.2 -15.6 5807 30.9 Node NODE 12.8 -15.6 5860 30.9 Node NODE 13.6 -15.6 5863 30.9 Node NODE 10.9 -15.6 5811 30.9 Node NODE 10.3 -15.6 5817 30.9 Node NODE 9.5 -15.6 5835 30.9 Node NODE 13.6 -15.6 5837 30.9 Node NODE 11 -15.6 5840 30.9 Node NODE 10.3 -15.6 H3 -5 Outside Hose HOSE 100 45.1 0 100 S2400 31.56 Overhead Sprinkler HEAD 5.6 Open 17.8 4.6 132 0.135 10.1 -15.8 7 13.2 S2401 31.56 Overhead Sprinkler HEAD 5.6 Open 19.9 6.7 132 0.151 12.6 -15.8 7 13.2 S2402 31.56 Overhead Sprinkler HEAD 5.6 Open 17.5 0.7 168 0.104 9.7 -15.8 9 16.8 S2403 31.56 Overhead Sprinkler HEAD 5.6 Open 17.8 1 168 0.106 10.2 -15.8 9 16.8 S2404 31.56 Overhead Sprinkler HEAD 5.6 Open 19.8 3 168 0.118 12.5 -15.8 9 16.8 S2405 31.56 Overhead Sprinkler HEAD 5.6 Open 16.8 0 168 0.1 9 -15.8 9 16.8 S2406 31.56 Overhead Sprinkler HEAD 5.6 Open 17.2 0.4 168 0.102 9.4 -15.8 9 16.8 S2407 31.56 Overhead Sprinkler HEAD 5.6 Open 19.2 2.4 168 0.114 11.8 -15.8 9 16.8 S2408 31.56 Overhead Sprinkler HEAD 5.6 Open 17.4 4.2 132 0.132 9.6 -15.8 7 13.2 Date 2/5/2026 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 W1 -5 Supply SUPPLY -263.4 45.3 0 Date 2/5/2026 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2405 5817 31.56 30.9 5.6 16.8 16.8 1 1.049 1x(us.90)=2 0.67 2 2.67 120 0.0939 9 0.3 0.3 5817 5811 30.9 30.9 0 16.8 1 1.101 3x(BM.Tee-Run)=3 12 3 15 150 0.0491 9.5 0 0.7 5811 5807 30.9 30.9 17.2 34 1 1.101 3x(BM.Tee-Run)=3 10.79 3 13.79 150 0.181 10.3 0 2.5 5807 5423 30.9 30.9 19.2 53.2 1 1.101 2x(BM.Tee-Run)=2 1x(us.Tee-Br)=9.56 9.94 11.56 21.5 150 0.4153 12.8 0 8.9 5423 5457-O 30.9 30.9 23.6 76.9 2.5 2.635 3x(us.90)=24.71 111.29 24.71 136 120 0.0177 21.7 0 2.4 5457-O 5457-I 30.9 30.9 0 76.9 2.5 0 0.67 0 0.67 0.8201 24.1 0 0.5 CV-1 FR Check *** 5457-I 5458-O 30.9 30.9 0 76.9 2.5 2.635 0.5 0 0.5 120 0.0177 24.7 0 0 5458-O 5458-I 30.9 30.9 0 76.9 2.5 0 0.32 0 0.32 0.4733 24.7 0 0.2 BFV-N *** 5458-I 5340 30.9 30.9 0 76.9 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.0177 24.8 0 0.3 5340 5338-O 30.9 10 0 76.9 4 4.26 1x(us.Tee-Br)=26.33 22.56 26.33 48.9 120 0.0017 25.1 9.1 0.1 5338-O 5338-I 10 10 0 76.9 4 0 0.38 0 0.38 0.0629 34.3 0 0.0 BFV-N *** 5338-I 5262 10 10 0 76.9 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 111.51 39.5 151.01 120 0.0017 34.3 0 0.3 5262 4920-O 10 3.5 86.6 163.4 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 37.59 72.93 110.52 120 0.001 34.5 2.8 0.1 4920-O 4920-I 3.5 3.5 0 163.4 6 0 0.5 0 0.5 7.2241 37.5 0 3.6 AmesC200H *** 4920-I 4918-O 3.5 -0.89 0 163.4 6 6.357 1x(us.90)=17.6 5.91 17.6 23.51 120 0.001 41.1 1.9 0.0 4918-O 4918-I -0.89 -1.85 0 163.4 6 0 0.96 0 0.96 0.1195 43 0.4 0.1 CV-1 FR Check *** Date 2/5/2026 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 4918-I 4917-O -1.85 -3.01 0 163.4 6 6.357 1.16 0 1.16 120 0.001 43.5 0.5 0 4917-O 4917-I -3.01 -3.5 0 163.4 6 0 0.49 0 0.49 0.0226 44 0.2 0.0 BFV-N *** 4917-I 4915-O -3.5 -5 0 163.4 6 6.4 1x(us.90)=24.19 10.53 24.19 34.72 140 0.0007 44.3 0.6 0.0 4915-O 4915-I -5 -5 0 163.4 6 0 0.87 0 0.87 0.1309 44.9 0 0.1 CV-1 FR Check *** 4915-I H3 -5 -5 0 163.4 6 6.4 1x(us.Tee-Br)=51.84 6.39 51.84 58.23 140 0.0007 45.1 0 0.0 H3 0025 -5 -5 100 163.3 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 358.12 93.34 451.46 140 0.0002 45.1 0 0.1 0025 0030 -5 -5 100.2 263.4 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 45.2 0 0.1 0030 W1 -5 -5 0 263.4 6 6.4 12.74 0 12.74 140 0.0017 45.2 0 0.0 W1 45.3 2Path No: S2406 5811 31.56 30.9 5.6 17.2 17.2 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.098 9.4 0.3 0.6 5811 10.3 Date 2/5/2026 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2402 5840 31.56 30.9 5.6 17.5 17.5 1 1.049 1x(us.90)=2 0.67 2 2.67 120 0.101 9.7 0.3 0.3 5840 5837 30.9 30.9 0 17.5 1 1.101 2x(BM.Tee-Run)=2 12 2 14 150 0.0528 10.3 0 0.7 5837 5835 30.9 30.9 17.8 35.3 1 1.101 1x(BM.Tee-Run)=1 12 1 13 150 0.1943 11 0 2.5 5835 5420 30.9 30.9 19.8 55.2 1 1.101 1x(us.Tee-Br)=9.56 8.73 9.56 18.29 150 0.4436 13.6 0 8.1 5420 5417 30.9 30.9 -23.6 31.5 2.5 2.635 11 0 11 120 0.0034 21.7 0 0.0 5417 5393-O 30.9 30.9 55 86.6 2.5 2.635 3x(us.90)=24.71 73.04 24.71 97.75 120 0.022 21.7 0 2.2 5393-O 5393-I 30.9 30.9 0 86.6 2.5 0 0.67 0 0.67 0.9205 23.9 0 0.6 CV-1 FR Check *** 5393-I 5392-O 30.9 30.9 0 86.6 2.5 2.635 0.5 0 0.5 120 0.022 24.5 0 0.0 5392-O 5392-I 30.9 30.9 0 86.6 2.5 0 0.32 0 0.32 0.6045 24.5 0 0.2 BFV-N *** 5392-I 5391 30.9 30.9 0 86.6 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.022 24.7 0 0.4 5391 5264-O 30.9 10 0 86.6 4 4.26 1x(us.Tee-Br)=26.33 22.72 26.33 49.06 120 0.0021 25.1 9.1 0.1 5264-O 5264-I 10 10 0 86.6 4 0 0.38 0 0.38 0.0738 34.2 0 0.0 BFV-N *** 5264-I 5262 10 10 0 86.6 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 91.97 39.5 131.47 120 0.0021 34.3 0 0.3 5262 34.5 4Path No: S2403 5837 31.56 30.9 5.6 17.8 17.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.105 10.2 0.3 0.6 5837 11 Date 2/5/2026 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2408 5589 31.56 30.9 5.6 17.4 17.4 1 1.049 1x(us.90)=2 0.67 2 2.67 120 0.1001 9.6 0.3 0.3 5589 5863 30.9 30.9 0 17.4 1 1.101 2x(BM.Tee-Run)=2 12 2 14 150 0.0523 10.2 0 0.7 5863 5860 30.9 30.9 17.8 35.2 1 1.101 2x(BM.Tee-Run)=2 12 2 14 150 0.1926 10.9 0 2.7 5860 5417 30.9 30.9 19.9 55 1 1.101 1x(us.Tee-Br)=9.56 8.73 9.56 18.29 150 0.4418 13.6 0 8.1 5417 21.7 6Path No: S2407 5807 31.56 30.9 5.6 19.2 19.2 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1206 11.8 0.3 0.7 5807 12.8 7Path No: S2400 5863 31.56 30.9 5.6 17.8 17.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.104 10.1 0.3 0.6 5863 10.9 8Path No: S2404 5835 31.56 30.9 5.6 19.8 19.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1277 12.5 0.3 0.7 5835 13.6 9Path No: S2401 5860 31.56 30.9 5.6 19.9 19.9 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1283 12.6 0.3 0.7 5860 13.6 Date 2/5/2026 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: H3 0007 -5 -5 100 100.2 8 8.55 1x(elbow.22.5)=7.93 2x(us.45)=31.7 543.84 39.63 583.47 140 0.0001 45.1 0 0.0 0007 0021 -5 -5 -44.1 56.1 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0.0000 45.1 0 0.0 0021 0025 -5 -5 44.1 100.2 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 45.2 0 0.0 0025 45.2 11Path No: 5420 5423 30.9 30.9 0 23.6 2.5 2.635 14 0 14 120 0.002 21.7 0 0.0 5423 21.7 12Path No: 0007 00008 -5 -5 0 44.1 8 8.55 1x(us.45)=15.85 1x(elbow.22.5)=7.93 138.33 23.78 162.1 140 0.0000 45.1 0 0 00008 0021 -5 -5 0 44.1 8 8.55 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 806.44 140.89 947.33 140 0.0000 45.1 0 0.0 0021 45.2 * 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 18.59 ft/s occurs in the following pipe(s): (5420-5835) Date 2/5/2026 Page 44Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 24; 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: 24; BFP Ref.: 10142 (AmesC200H, Size = 6); Inlet Node: 4920-I; Outlet Node: 4920-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 3.6 psi @ 163.4 gpm Date 2/5/2026 Page 45Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 24; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 4915-I; Outlet Node: 4915-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 163.4 gpm Pressure Loss Function Design Area: 24; Valve Ref.: 10140 (BFV-N, Size = 6); Inlet Node: 4917-I; Outlet Node: 4917-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 46Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 24; Valve Ref.: 10141 (CV-1 FR Check, Size = 6); Inlet Node: 4918-I; Outlet Node: 4918-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 163.4 gpm Pressure Loss Function Design Area: 24; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 5264-I; Outlet Node: 5264-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 47Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 24; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 5338-I; Outlet Node: 5338-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 24; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 5392-I; Outlet Node: 5392-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 0.2 psi @ 86.6 gpm Date 2/5/2026 Page 48Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 24; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 5393-I; Outlet Node: 5393-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.6 psi @ 86.6 gpm Pressure Loss Function Design Area: 24; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 5458-I; Outlet Node: 5458-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 0.2 psi @ 76.9 gpm Date 2/5/2026 Page 49Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 24; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 5457-I; Outlet Node: 5457-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.5 psi @ 76.9 gpm Date 2/5/2026 Page 50Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 25 BLDG 1 3RD FL PENDENT RESIDENTIAL 0.1 785 255 4 0 100 192.1 58.6 Wet 13282.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 51Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 25 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 52Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 25 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 67.9 192.1 58.6 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) 92.1 0 0 92.1 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 58.6 192.1 N/A Sprinklers Other Date 2/5/2026 Page 53Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 00008 -5 Node NODE 58.5 0 0007 -5 Node NODE 58.5 0 0021 -5 Node NODE 58.6 0 0025 -5 Node NODE 58.6 0 0030 -5 Node NODE 58.6 0 07542 30.9 Node NODE 35.4 -15.6 07554 30.9 Node NODE 33.1 -15.6 07578 30.9 Node NODE 19.8 -15.6 07581 30.9 Node NODE 14 -15.6 07584 30.9 Node NODE 12.5 -15.6 07585 30.9 Node NODE 13.4 -15.6 07587 30.9 Node NODE 18.9 -15.6 4915-I -5 Node NODE 58.5 0 4915-O -5 Node NODE 58.4 0 4917-I -3.5 Node NODE 57.8 -0.6 4917-O -3.01 Node NODE 57.6 -0.9 4918-I -1.85 Node NODE 57.1 -1.4 4918-O -0.89 Node NODE 56.6 -1.8 4920-I 3.5 Node NODE 54.7 -3.7 4920-O 3.5 Node NODE 48.5 -3.7 5208 30.9 Node NODE 15.3 -15.6 5210 30.9 Node NODE 14.2 -15.6 5262 10 Node NODE 45.7 -6.5 5264-I 10 Node NODE 45.6 -6.5 5264-O 10 Node NODE 45.6 -6.5 Date 2/5/2026 Page 54Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 5338-I 10 Node NODE 45.5 -6.5 5338-O 10 Node NODE 45.5 -6.5 5340 30.9 Node NODE 36.4 -15.6 5391 30.9 Node NODE 36.6 -15.6 5392-I 30.9 Node NODE 36.5 -15.6 5392-O 30.9 Node NODE 36.5 -15.6 5393-I 30.9 Node NODE 36.5 -15.6 5393-O 30.9 Node NODE 36.2 -15.6 5457-I 30.9 Node NODE 36.1 -15.6 5457-O 30.9 Node NODE 35.7 -15.6 5458-I 30.9 Node NODE 36.2 -15.6 5458-O 30.9 Node NODE 36.1 -15.6 H3 -5 Outside Hose HOSE 100 58.5 0 100 S2500 21.31 Overhead Sprinkler HEAD 5.6 Open 21.7 2.7 190 0.114 14.9 -11.4 11.5 19 S2501 21.31 Overhead Sprinkler HEAD 5.6 Open 25.5 0 255 0.1 20.7 -11.4 20.7 25.5 W1 -5 Supply SUPPLY -192.1 58.6 0 S2502 21.31 Overhead Sprinkler HEAD 5.6 Open 22.2 3.2 190 0.117 15.7 -11.4 11.5 19 S2503 21.31 Overhead Sprinkler HEAD 5.6 Open 22.7 7.7 150 0.152 16.5 -11.4 7.2 15 Date 2/5/2026 Page 55Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2501 07587 21.31 30.9 5.6 25.5 25.5 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.2033 20.7 -4.2 2.4 07587 07578 30.9 30.9 0 25.5 1 1.101 1x(BM.Tee-Br)=5 3.13 5 8.13 150 0.1063 18.9 0 0.9 07578 07554 30.9 30.9 66.6 92.1 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 5.58 6 11.58 150 1.1458 19.8 0 13.3 07554 07542 30.9 30.9 0 92.1 2 2.003 1x(us.Tee-Br)=12.96 1x(BM.90)=10 13.97 22.96 36.93 150 0.0621 33.1 0 2.3 07542 5457-O 30.9 30.9 -33.2 58.8 2.5 2.635 3x(us.90)=24.71 6.71 24.71 31.42 120 0.0108 35.4 0 0.3 5457-O 5457-I 30.9 30.9 0 58.8 2.5 0 0.67 0 0.67 0.6344 35.7 0 0.4 CV-1 FR Check *** 5457-I 5458-O 30.9 30.9 0 58.8 2.5 2.635 0.5 0 0.5 120 0.0108 36.1 0 0 5458-O 5458-I 30.9 30.9 0 58.8 2.5 0 0.32 0 0.32 0.2756 36.1 0 0.1 BFV-N *** 5458-I 5340 30.9 30.9 0 58.8 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.0108 36.2 0 0.2 5340 5338-O 30.9 10 0 58.8 4 4.26 1x(us.Tee-Br)=26.33 22.56 26.33 48.9 120 0.001 36.4 9.1 0.1 5338-O 5338-I 10 10 0 58.8 4 0 0.38 0 0.38 0.0451 45.5 0 0.0 BFV-N *** 5338-I 5262 10 10 0 58.8 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 111.51 39.5 151.01 120 0.001 45.5 0 0.2 5262 4920-O 10 3.5 33.2 92.1 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 37.59 72.93 110.52 120 0.0003 45.7 2.8 0.0 4920-O 4920-I 3.5 3.5 0 92.1 6 0 0.5 0 0.5 12.2793 48.5 0 6.1 AmesC200H *** 4920-I 4918-O 3.5 -0.89 0 92.1 6 6.357 1x(us.90)=17.6 5.91 17.6 23.51 120 0.0003 54.7 1.9 0 4918-O 4918-I -0.89 -1.85 0 92.1 6 0 0.96 0 0.96 0.0666 56.6 0.4 0.1 CV-1 FR Check *** Date 2/5/2026 Page 56Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 4918-I 4917-O -1.85 -3.01 0 92.1 6 6.357 1.16 0 1.16 120 0.0003 57.1 0.5 0 4917-O 4917-I -3.01 -3.5 0 92.1 6 0 0.49 0 0.49 0.0105 57.6 0.2 0 BFV-N *** 4917-I 4915-O -3.5 -5 0 92.1 6 6.4 1x(us.90)=24.19 10.53 24.19 34.72 140 0.0002 57.8 0.6 0 4915-O 4915-I -5 -5 0 92.1 6 0 0.87 0 0.87 0.073 58.4 0 0.1 CV-1 FR Check *** 4915-I H3 -5 -5 0 92.1 6 6.4 1x(us.Tee-Br)=51.84 6.39 51.84 58.23 140 0.0002 58.5 0 0.0 H3 0025 -5 -5 100 119 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 358.12 93.34 451.46 140 0.0001 58.5 0 0.0 0025 0030 -5 -5 73 192.1 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 58.6 0 0.0 0030 W1 -5 -5 0 192.1 6 6.4 12.74 0 12.74 140 0.001 58.6 0 0.0 W1 58.6 2Path No: S2500 07584 21.31 30.9 5.6 21.7 21.7 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.1502 14.9 -4.2 1.7 07584 07581 30.9 30.9 0 21.7 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 12.86 6 18.86 150 0.0785 12.5 0 1.5 07581 5208 30.9 30.9 22.2 43.8 1 1.101 1x(BM.Tee-Run)=1 3.34 1 4.34 150 0.29 14 0 1.3 5208 07578 30.9 30.9 22.7 66.6 1 1.101 1x(BM.Tee-Run)=1 6.2 1 7.2 150 0.6285 15.3 0 4.5 07578 19.8 Date 2/5/2026 Page 57Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2502 07585 21.31 30.9 5.6 22.2 22.2 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.1573 15.7 -4.2 1.8 07585 07581 30.9 30.9 0 22.2 1 1.101 1x(BM.Tee-Br)=5 2.77 5 7.77 150 0.0822 13.4 0 0.6 07581 14 4Path No: S2503 5210 21.31 30.9 5.6 22.7 22.7 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.1643 16.5 -4.2 1.9 5210 5208 30.9 30.9 0 22.7 1 1.101 1x(BM.Tee-Br)=5 7.23 5 12.23 150 0.0859 14.2 0 1.1 5208 15.3 5Path No: H3 0007 -5 -5 100 73 8 8.55 1x(elbow.22.5)=7.93 2x(us.45)=31.7 543.84 39.63 583.47 140 0.0000 58.5 0 0.0 0007 0021 -5 -5 -32.2 40.9 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0.0000 58.5 0 0 0021 0025 -5 -5 32.2 73 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0000 58.6 0 0.0 0025 58.6 Date 2/5/2026 Page 58Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 07542 5393-O 30.9 30.9 0 33.2 2.5 2.635 3x(us.90)=24.71 202.62 24.71 227.33 120 0.0037 35.4 0 0.9 5393-O 5393-I 30.9 30.9 0 33.2 2.5 0 0.67 0 0.67 0.3623 36.2 0 0.2 CV-1 FR Check *** 5393-I 5392-O 30.9 30.9 0 33.2 2.5 2.635 0.5 0 0.5 120 0.0037 36.5 0 0 5392-O 5392-I 30.9 30.9 0 33.2 2.5 0 0.32 0 0.32 0.1018 36.5 0 0.0 BFV-N *** 5392-I 5391 30.9 30.9 0 33.2 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0037 36.5 0 0.1 5391 5264-O 30.9 10 0 33.2 4 4.26 1x(us.Tee-Br)=26.33 22.72 26.33 49.06 120 0.0004 36.6 9.1 0.0 5264-O 5264-I 10 10 0 33.2 4 0 0.38 0 0.38 0.0238 45.6 0 0 BFV-N *** 5264-I 5262 10 10 0 33.2 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 91.97 39.5 131.47 120 0.0004 45.6 0 0.0 5262 45.7 7Path No: 0007 00008 -5 -5 0 32.2 8 8.55 1x(us.45)=15.85 1x(elbow.22.5)=7.93 138.33 23.78 162.1 140 0 58.5 0 0 00008 0021 -5 -5 0 32.2 8 8.55 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 806.44 140.89 947.33 140 0 58.5 0 0 0021 58.6 * 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 31.03 ft/s occurs in the following pipe(s): (07554-07578) Date 2/5/2026 Page 59Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 25; 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: 25; BFP Ref.: 10142 (AmesC200H, Size = 6); Inlet Node: 4920-I; Outlet Node: 4920-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 6.1 psi @ 92.1 gpm Date 2/5/2026 Page 60Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 25; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 4915-I; Outlet Node: 4915-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 92.1 gpm Pressure Loss Function Design Area: 25; Valve Ref.: 10140 (BFV-N, Size = 6); Inlet Node: 4917-I; Outlet Node: 4917-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 61Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 25; Valve Ref.: 10141 (CV-1 FR Check, Size = 6); Inlet Node: 4918-I; Outlet Node: 4918-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 92.1 gpm Pressure Loss Function Design Area: 25; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 5264-I; Outlet Node: 5264-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 62Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 25; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 5338-I; Outlet Node: 5338-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 25; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 5392-I; Outlet Node: 5392-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 63Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 25; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 5393-I; Outlet Node: 5393-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 33.2 gpm Pressure Loss Function Design Area: 25; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 5458-I; Outlet Node: 5458-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.6110.1 psi @ 58.8 gpm Date 2/5/2026 Page 64Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 25; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 5457-I; Outlet Node: 5457-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.4 psi @ 58.8 gpm Date 2/5/2026 Page 65Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 26 BLDG 1 3RD FLOOR CC LIGHT HAZARD 0.1 1000 168 6 0 100 206.7 43.5 Wet 13283.9 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 2/5/2026 Page 66Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 26 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 67Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 26 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 67.9 206.7 43.5 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) 106.7 0 0 106.7 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 43.5 206.7 N/A Sprinklers Other Date 2/5/2026 Page 68Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 00008 -5 Node NODE 43.4 0 0007 -5 Node NODE 43.4 0 0021 -5 Node NODE 43.4 0 0025 -5 Node NODE 43.4 0 0030 -5 Node NODE 43.5 0 07511 30.9 Node NODE 12.4 -15.6 07513 30.9 Node NODE 10.5 -15.6 07519 30.9 Node NODE 9.8 -15.6 07533 30.9 Node NODE 12.7 -15.6 07538 30.9 Node NODE 10.5 -15.6 07539 30.9 Node NODE 10 -15.6 07542 30.9 Node NODE 20.1 -15.6 07554 30.9 Node NODE 17.1 -15.6 07555 30.9 Node NODE 16.8 -15.6 4915-I -5 Node NODE 43.4 0 4915-O -5 Node NODE 43.3 0 4917-I -3.5 Node NODE 42.6 -0.6 4917-O -3.01 Node NODE 42.4 -0.9 4918-I -1.85 Node NODE 41.9 -1.4 4918-O -0.89 Node NODE 41.4 -1.8 4920-I 3.5 Node NODE 39.5 -3.7 4920-O 3.5 Node NODE 33.7 -3.7 5262 10 Node NODE 30.8 -6.5 5264-I 10 Node NODE 30.7 -6.5 5264-O 10 Node NODE 30.7 -6.5 Date 2/5/2026 Page 69Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 5338-I 10 Node NODE 30.6 -6.5 5338-O 10 Node NODE 30.6 -6.5 5340 30.9 Node NODE 21.4 -15.6 5391 30.9 Node NODE 21.6 -15.6 5392-I 30.9 Node NODE 21.6 -15.6 5392-O 30.9 Node NODE 21.5 -15.6 5393-I 30.9 Node NODE 21.5 -15.6 5393-O 30.9 Node NODE 21.2 -15.6 5457-I 30.9 Node NODE 21.1 -15.6 5457-O 30.9 Node NODE 20.6 -15.6 5458-I 30.9 Node NODE 21.2 -15.6 5458-O 30.9 Node NODE 21.1 -15.6 H3 -5 Outside Hose HOSE 100 43.4 0 100 W1 -5 Supply SUPPLY -206.7 43.5 0 S2600 31.56 Overhead Sprinkler HEAD 5.6 Open 16.8 0 168 0.1 9 -15.8 9 16.8 S2601 31.56 Overhead Sprinkler HEAD 5.6 Open 17.4 0.6 168 0.104 9.7 -15.8 9 16.8 S2602 31.56 Overhead Sprinkler HEAD 5.6 Open 19 2.2 168 0.113 11.5 -15.8 9 16.8 S2603 31.56 Overhead Sprinkler HEAD 5.6 Open 16.9 0.1 168 0.101 9.1 -15.8 9 16.8 S2604 31.56 Overhead Sprinkler HEAD 5.6 Open 17.4 0.6 168 0.104 9.6 -15.8 9 16.8 S2605 31.56 Overhead Sprinkler HEAD 5.6 Open 19.2 2.4 168 0.114 11.7 -15.8 9 16.8 Date 2/5/2026 Page 70Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2600 07519 31.56 30.9 5.6 16.8 16.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.0939 9 0.3 0.5 07519 07513 30.9 30.9 0 16.8 1 1.101 5x(BM.Tee-Run)=5 9 5 14 150 0.0491 9.8 0 0.7 07513 07511 30.9 30.9 17.4 34.2 1 1.101 1x(BM.Tee-Run)=1 9.5 1 10.5 150 0.183 10.5 0 1.9 07511 07555 30.9 30.9 19 53.2 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 4.5 6 10.5 150 0.4144 12.4 0 4.3 07555 07554 30.9 30.9 0 53.2 2 2.003 1x(BM.Tee-Run)=1 14 1 15 150 0.0225 16.8 0 0.3 07554 07542 30.9 30.9 53.5 106.7 2 2.003 1x(us.Tee-Br)=12.96 1x(BM.90)=10 13.97 22.96 36.93 150 0.0816 17.1 0 3 07542 5457-O 30.9 30.9 -38.3 68.4 2.5 2.635 3x(us.90)=24.71 6.71 24.71 31.42 120 0.0143 20.1 0 0.4 5457-O 5457-I 30.9 30.9 0 68.4 2.5 0 0.67 0 0.67 0.7336 20.6 0 0.5 CV-1 FR Check *** 5457-I 5458-O 30.9 30.9 0 68.4 2.5 2.635 0.5 0 0.5 120 0.0143 21.1 0 0 5458-O 5458-I 30.9 30.9 0 68.4 2.5 0 0.32 0 0.32 0.3729 21.1 0 0.1 BFV-N *** 5458-I 5340 30.9 30.9 0 68.4 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.0143 21.2 0 0.2 5340 5338-O 30.9 10 0 68.4 4 4.26 1x(us.Tee-Br)=26.33 22.56 26.33 48.9 120 0.0014 21.4 9.1 0.1 5338-O 5338-I 10 10 0 68.4 4 0 0.38 0 0.38 0.0542 30.6 0 0.0 BFV-N *** 5338-I 5262 10 10 0 68.4 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 111.51 39.5 151.01 120 0.0014 30.6 0 0.2 5262 4920-O 10 3.5 38.3 106.7 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 37.59 72.93 110.52 120 0.0004 30.8 2.8 0.0 4920-O 4920-I 3.5 3.5 0 106.7 6 0 0.5 0 0.5 11.6767 33.7 0 5.8 AmesC200H *** Date 2/5/2026 Page 71Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 4920-I 4918-O 3.5 -0.89 0 106.7 6 6.357 1x(us.90)=17.6 5.91 17.6 23.51 120 0.0004 39.5 1.9 0.0 4918-O 4918-I -0.89 -1.85 0 106.7 6 0 0.96 0 0.96 0.0773 41.4 0.4 0.1 CV-1 FR Check *** 4918-I 4917-O -1.85 -3.01 0 106.7 6 6.357 1.16 0 1.16 120 0.0004 41.9 0.5 0 4917-O 4917-I -3.01 -3.5 0 106.7 6 0 0.49 0 0.49 0.0125 42.4 0.2 0 BFV-N *** 4917-I 4915-O -3.5 -5 0 106.7 6 6.4 1x(us.90)=24.19 10.53 24.19 34.72 140 0.0003 42.6 0.6 0.0 4915-O 4915-I -5 -5 0 106.7 6 0 0.87 0 0.87 0.0847 43.3 0 0.1 CV-1 FR Check *** 4915-I H3 -5 -5 0 106.7 6 6.4 1x(us.Tee-Br)=51.84 6.39 51.84 58.23 140 0.0003 43.4 0 0.0 H3 0025 -5 -5 100 128.1 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 358.12 93.34 451.46 140 0.0001 43.4 0 0.1 0025 0030 -5 -5 78.6 206.7 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 43.4 0 0.0 0030 W1 -5 -5 0 206.7 6 6.4 12.74 0 12.74 140 0.0011 43.5 0 0.0 W1 43.5 2Path No: S2603 07539 31.56 30.9 5.6 16.9 16.9 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.0951 9.1 0.3 0.5 07539 07538 30.9 30.9 0 16.9 1 1.101 1x(BM.Tee-Run)=1 10 1 11 150 0.0497 10 0 0.5 07538 07533 30.9 30.9 17.4 34.3 1 1.101 2x(BM.Tee-Run)=2 10 2 12 150 0.1842 10.5 0 2.2 07533 07554 30.9 30.9 19.2 53.5 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 4.5 6 10.5 150 0.4193 12.7 0 4.4 07554 17.1 Date 2/5/2026 Page 72Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2604 07538 31.56 30.9 5.6 17.4 17.4 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1001 9.6 0.3 0.6 07538 10.5 4Path No: S2601 07513 31.56 30.9 5.6 17.4 17.4 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1002 9.7 0.3 0.6 07513 10.5 5Path No: S2602 07511 31.56 30.9 5.6 19 19 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1176 11.5 0.3 0.7 07511 12.4 6Path No: S2605 07533 31.56 30.9 5.6 19.2 19.2 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1201 11.7 0.3 0.7 07533 12.7 7Path No: H3 0007 -5 -5 100 78.6 8 8.55 1x(elbow.22.5)=7.93 2x(us.45)=31.7 543.84 39.63 583.47 140 0.0000 43.4 0 0.0 0007 0021 -5 -5 -34.6 44 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0.0000 43.4 0 0.0 0021 0025 -5 -5 34.6 78.6 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0000 43.4 0 0.0 0025 43.4 Date 2/5/2026 Page 73Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 8Path No: 07542 5393-O 30.9 30.9 0 38.3 2.5 2.635 3x(us.90)=24.71 202.62 24.71 227.33 120 0.0049 20.1 0 1.1 5393-O 5393-I 30.9 30.9 0 38.3 2.5 0 0.67 0 0.67 0.4164 21.2 0 0.3 CV-1 FR Check *** 5393-I 5392-O 30.9 30.9 0 38.3 2.5 2.635 0.5 0 0.5 120 0.0049 21.5 0 0 5392-O 5392-I 30.9 30.9 0 38.3 2.5 0 0.32 0 0.32 0.1267 21.5 0 0.0 BFV-N *** 5392-I 5391 30.9 30.9 0 38.3 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0049 21.6 0 0.1 5391 5264-O 30.9 10 0 38.3 4 4.26 1x(us.Tee-Br)=26.33 22.72 26.33 49.06 120 0.0005 21.6 9.1 0.0 5264-O 5264-I 10 10 0 38.3 4 0 0.38 0 0.38 0.0277 30.7 0 0.0 BFV-N *** 5264-I 5262 10 10 0 38.3 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 91.97 39.5 131.47 120 0.0005 30.7 0 0.1 5262 30.8 9Path No: 0007 00008 -5 -5 0 34.6 8 8.55 1x(us.45)=15.85 1x(elbow.22.5)=7.93 138.33 23.78 162.1 140 0 43.4 0 0 00008 0021 -5 -5 0 34.6 8 8.55 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 806.44 140.89 947.33 140 0 43.4 0 0 0021 43.4 * 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 18.03 ft/s occurs in the following pipe(s): (07554-07533) Date 2/5/2026 Page 74Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 26; 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: 26; BFP Ref.: 10142 (AmesC200H, Size = 6); Inlet Node: 4920-I; Outlet Node: 4920-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 5.8 psi @ 106.7 gpm Date 2/5/2026 Page 75Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 26; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 4915-I; Outlet Node: 4915-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 106.7 gpm Pressure Loss Function Design Area: 26; Valve Ref.: 10140 (BFV-N, Size = 6); Inlet Node: 4917-I; Outlet Node: 4917-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 76Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 26; Valve Ref.: 10141 (CV-1 FR Check, Size = 6); Inlet Node: 4918-I; Outlet Node: 4918-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 106.7 gpm Pressure Loss Function Design Area: 26; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 5264-I; Outlet Node: 5264-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 77Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 26; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 5338-I; Outlet Node: 5338-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 26; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 5392-I; Outlet Node: 5392-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 78Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 26; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 5393-I; Outlet Node: 5393-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 38.3 gpm Pressure Loss Function Design Area: 26; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 5458-I; Outlet Node: 5458-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 0.1 psi @ 68.4 gpm Date 2/5/2026 Page 79Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 26; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 5457-I; Outlet Node: 5457-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.5 psi @ 68.4 gpm Date 2/5/2026 Page 80Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 27 BLDG 1 3RD FL PENDENT RESIDENTIAL 0.1 600 150 4 0 100 162.8 50.1 Wet 13280.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 81Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 27 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 82Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 27 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 67.9 162.8 50.1 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) 62.8 0 0 62.8 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 50.1 162.8 N/A Sprinklers Other Date 2/5/2026 Page 83Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 00008 -5 Node NODE 50.1 0 0007 -5 Node NODE 50.1 0 0021 -5 Node NODE 50.1 0 0025 -5 Node NODE 50.1 0 0030 -5 Node NODE 50.1 0 07867 30.9 Node NODE 5.8 -15.6 07898 30.9 Node NODE 6.2 -15.6 07899 30.9 Node NODE 5.4 -15.6 07900 30.9 Node NODE 4.3 -15.6 07901 30.9 Node NODE 3.9 -15.6 07902 30.9 Node NODE 4 -15.6 07904 30.9 Node NODE 5.1 -15.6 4915-I -5 Node NODE 50 0 4915-O -5 Node NODE 50 0 4917-I -3.5 Node NODE 49.3 -0.6 4917-O -3.01 Node NODE 49.1 -0.9 4918-I -1.85 Node NODE 48.6 -1.4 4918-O -0.89 Node NODE 48.2 -1.8 4920-I 3.5 Node NODE 46.3 -3.7 4920-O 3.5 Node NODE 40 -3.7 5262 10 Node NODE 37.2 -6.5 5264-I 10 Node NODE 37.2 -6.5 5264-O 10 Node NODE 37.2 -6.5 5338-I 10 Node NODE 37.2 -6.5 5338-O 10 Node NODE 37.1 -6.5 Date 2/5/2026 Page 84Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 5340 30.9 Node NODE 28.1 -15.6 5391 30.9 Node NODE 28.1 -15.6 5392-I 30.9 Node NODE 28 -15.6 5392-O 30.9 Node NODE 28 -15.6 5393-I 30.9 Node NODE 28 -15.6 5393-O 30.9 Node NODE 27.8 -15.6 5457-I 30.9 Node NODE 28 -15.6 5457-O 30.9 Node NODE 27.8 -15.6 5458-I 30.9 Node NODE 28 -15.6 5458-O 30.9 Node NODE 28 -15.6 5423 30.9 Node NODE 27.3 -15.6 H3 -5 Outside Hose HOSE 100 50 0 100 W1 -5 Supply SUPPLY -162.8 50.1 0 S2700 21.31 Overhead Sprinkler HEAD 5.6 Open 15 0.0 150 0.1 7.2 -11.4 7.2 15 S2701 21.31 Overhead Sprinkler HEAD 5.6 Open 15.1 0.1 150 0.101 7.3 -11.4 7.2 15 S2702 21.31 Overhead Sprinkler HEAD 5.6 Open 16 1 150 0.107 8.2 -11.4 7.2 15 S2703 21.31 Overhead Sprinkler HEAD 5.6 Open 16.6 1.6 150 0.111 8.8 -11.4 7.2 15 Date 2/5/2026 Page 85Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2700 07901 21.31 30.9 5.6 15 15 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.0764 7.2 -4.2 0.9 07901 07900 30.9 30.9 0 15 1 1.101 1x(BM.Tee-Br)=5 4.97 5 9.97 150 0.0399 3.9 0 0.4 07900 07899 30.9 30.9 15.1 30.1 1 1.101 1x(BM.Tee-Run)=1 6.71 1 7.71 150 0.1447 4.3 0 1.1 07899 07898 30.9 30.9 16 46.2 1 1.101 1x(BM.Tee-Run)=1 1.28 1 2.28 150 0.3191 5.4 0 0.7 07898 5423 30.9 30.9 16.6 62.8 1 1.101 5x(BM.Tee-Run)=5 1x(us.Tee-Br)=9.56 22.93 14.56 37.48 150 0.5643 6.2 0 21.2 5423 5393-O 30.9 30.9 -30.8 32 2.5 2.635 3x(us.90)=24.71 98.04 24.71 122.75 120 0.0035 27.3 0 0.4 5393-O 5393-I 30.9 30.9 0 32 2.5 0 0.67 0 0.67 0.3489 27.8 0 0.2 CV-1 FR Check *** 5393-I 5392-O 30.9 30.9 0 32 2.5 2.635 0.5 0 0.5 120 0.0035 28 0 0 5392-O 5392-I 30.9 30.9 0 32 2.5 0 0.32 0 0.32 0.0961 28 0 0.0 BFV-N *** 5392-I 5391 30.9 30.9 0 32 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0035 28 0 0.1 5391 5264-O 30.9 10 0 32 4 4.26 1x(us.Tee-Br)=26.33 22.72 26.33 49.06 120 0.0003 28.1 9.1 0.0 5264-O 5264-I 10 10 0 32 4 0 0.38 0 0.38 0.0229 37.2 0 0 BFV-N *** 5264-I 5262 10 10 0 32 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 91.97 39.5 131.47 120 0.0003 37.2 0 0.0 5262 4920-O 10 3.5 30.8 62.8 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 37.59 72.93 110.52 120 0.0002 37.2 2.8 0.0 4920-O 4920-I 3.5 3.5 0 62.8 6 0 0.5 0 0.5 12.4444 40 0 6.2 AmesC200H *** 4920-I 4918-O 3.5 -0.89 0 62.8 6 6.357 1x(us.90)=17.6 5.91 17.6 23.51 120 0.0002 46.3 1.9 0 Date 2/5/2026 Page 86Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 4918-O 4918-I -0.89 -1.85 0 62.8 6 0 0.96 0 0.96 0.0453 48.2 0.4 0.0 CV-1 FR Check *** 4918-I 4917-O -1.85 -3.01 0 62.8 6 6.357 1.16 0 1.16 120 0.0002 48.6 0.5 0 4917-O 4917-I -3.01 -3.5 0 62.8 6 0 0.49 0 0.49 0.0068 49.1 0.2 0 BFV-N *** 4917-I 4915-O -3.5 -5 0 62.8 6 6.4 1x(us.90)=24.19 10.53 24.19 34.72 140 0.0001 49.3 0.6 0 4915-O 4915-I -5 -5 0 62.8 6 0 0.87 0 0.87 0.0497 50 0 0.0 CV-1 FR Check *** 4915-I H3 -5 -5 0 62.8 6 6.4 1x(us.Tee-Br)=51.84 6.39 51.84 58.23 140 0.0001 50 0 0 H3 0025 -5 -5 100 100.9 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 358.12 93.34 451.46 140 0.0001 50 0 0.0 0025 0030 -5 -5 61.9 162.8 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 50.1 0 0.0 0030 W1 -5 -5 0 162.8 6 6.4 12.74 0 12.74 140 0.0007 50.1 0 0 W1 50.1 2Path No: S2701 07902 21.31 30.9 5.6 15.1 15.1 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.077 7.3 -4.2 0.9 07902 07900 30.9 30.9 0 15.1 1 1.101 1x(BM.Tee-Br)=5 3.03 5 8.03 150 0.0403 4 0 0.3 07900 4.3 3Path No: S2702 07904 21.31 30.9 5.6 16 16 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.0862 8.2 -4.2 1 07904 07899 30.9 30.9 0 16 1 1.101 1x(BM.Tee-Br)=5 3.61 5 8.61 150 0.0451 5.1 0 0.4 07899 5.4 Date 2/5/2026 Page 87Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4Path No: S2703 07867 21.31 30.9 5.6 16.6 16.6 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.0923 8.8 -4.2 1.1 07867 07898 30.9 30.9 0 16.6 1 1.101 1x(BM.Tee-Br)=5 3.68 5 8.68 150 0.0482 5.8 0 0.4 07898 6.2 5Path No: H3 0007 -5 -5 100 61.9 8 8.55 1x(elbow.22.5)=7.93 2x(us.45)=31.7 543.84 39.63 583.47 140 0.0000 50 0 0.0 0007 0021 -5 -5 -27.3 34.6 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 50.1 0 0 0021 0025 -5 -5 27.3 61.9 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0000 50.1 0 0 0025 50.1 6Path No: 5423 5457-O 30.9 30.9 0 30.8 2.5 2.635 3x(us.90)=24.71 111.29 24.71 136 120 0.0033 27.3 0 0.4 5457-O 5457-I 30.9 30.9 0 30.8 2.5 0 0.67 0 0.67 0.336 27.8 0 0.2 CV-1 FR Check *** 5457-I 5458-O 30.9 30.9 0 30.8 2.5 2.635 0.5 0 0.5 120 0.0033 28 0 0 5458-O 5458-I 30.9 30.9 0 30.8 2.5 0 0.32 0 0.32 0.091 28 0 0.0 BFV-N *** 5458-I 5340 30.9 30.9 0 30.8 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.0033 28 0 0.1 5340 5338-O 30.9 10 0 30.8 4 4.26 1x(us.Tee-Br)=26.33 22.56 26.33 48.9 120 0.0003 28.1 9.1 0.0 5338-O 5338-I 10 10 0 30.8 4 0 0.38 0 0.38 0.022 37.1 0 0 BFV-N *** 5338-I 5262 10 10 0 30.8 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 111.51 39.5 151.01 120 0.0003 37.2 0 0.0 5262 37.2 Date 2/5/2026 Page 88Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 7Path No: 0007 00008 -5 -5 0 27.3 8 8.55 1x(us.45)=15.85 1x(elbow.22.5)=7.93 138.33 23.78 162.1 140 0 50.1 0 0 00008 0021 -5 -5 0 27.3 8 8.55 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 806.44 140.89 947.33 140 0 50.1 0 0 0021 50.1 * 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 21.17 ft/s occurs in the following pipe(s): (5423-07898) Date 2/5/2026 Page 89Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 27; 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: 27; BFP Ref.: 10142 (AmesC200H, Size = 6); Inlet Node: 4920-I; Outlet Node: 4920-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 6.2 psi @ 62.8 gpm Date 2/5/2026 Page 90Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 27; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 4915-I; Outlet Node: 4915-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.0 psi @ 62.8 gpm Pressure Loss Function Design Area: 27; Valve Ref.: 10140 (BFV-N, Size = 6); Inlet Node: 4917-I; Outlet Node: 4917-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 91Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 27; Valve Ref.: 10141 (CV-1 FR Check, Size = 6); Inlet Node: 4918-I; Outlet Node: 4918-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.0 psi @ 62.8 gpm Pressure Loss Function Design Area: 27; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 5264-I; Outlet Node: 5264-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 92Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 27; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 5338-I; Outlet Node: 5338-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 27; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 5392-I; Outlet Node: 5392-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 93Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 27; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 5393-I; Outlet Node: 5393-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 32 gpm Pressure Loss Function Design Area: 27; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 5458-I; Outlet Node: 5458-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 94Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 27; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 5457-I; Outlet Node: 5457-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 30.8 gpm Date 2/5/2026 Page 95Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Project 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) 32 STANDPIPE 0 867.1 Required 143.9 0 250 3 867.1 4.8100Demand (HW) Date 2/5/2026 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 32 STANDPIPE BLDG 1 STANDPIPE N/A (In-Rack) 0 N/A (In-Rack) 3 867.1 867.1 143.9 Wet 8142.4 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for FIRE DEPT CONNECTION W1 3 HOSE VALVE 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 2/5/2026 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 32 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 32 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) 0 150 750 149 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 150 149 750 148.7 867.1 143.9 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) 767.1 100 0 867.1 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 143.9 867.1 N/A Sprinklers Other Date 2/5/2026 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 32 Flow, gpmPressure, psi200 180 160 140 120 100 80 60 40 20 0 S1 S2 148.297 D1 D2 148.7 psi @ 867.1 gpm Supply System Demand Available At Source 0 300 400 500 600 700 800 900 1000 Date 2/5/2026 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 32 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 150Supply point #1 - Static 750S2 149Supply point #2 - Residual 0D1 17.8Elevation Pressure 867.1D2 143.9System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 884.7Supply148.6 4.8 867.1 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type HV7 0 250 100 0 1002500Standpipe Demand HV8 0 250 100 0 1002500Standpipe Demand HV9 0 250 100 0 114.2267.10Standpipe Demand Date 2/5/2026 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 HV7 44.56 Standpipe Demand SDNODE Open 250 0 100 -17.8 100 250 HV8 44.56 Standpipe Demand SDNODE Open 250 0 100 -17.8 100 250 HV9 35.47 Standpipe Demand SDNODE Open 267.1 17.1 114.2 -13.9 100 250 08206 44.56 Node NODE 108.9 -17.8 06669 35.47 Node NODE 121.2 -13.9 5264-O 10 Node NODE 128 -2.8 5264-I 10 Node NODE 128.7 -2.8 5338-O 10 Node NODE 133.1 -2.8 5338-I 10 Node NODE 133.3 -2.8 4920-I 3.5 Node NODE 135.2 0 5262 10 Node NODE 135.9 -2.8 4918-O -0.89 Node NODE 137.1 1.9 4918-I -1.85 Node NODE 137.5 2.3 4917-O -3.01 Node NODE 138 2.8 4917-I -3.5 Node NODE 138.2 3 0007 -5 Node NODE 138.7 3.7 0021 -5 Node NODE 138.7 3.7 H3 -5 Outside Hose HOSE 100 138.7 3.7 100 00008 -5 Node NODE 138.7 3.7 4915-I -5 Node NODE 138.7 3.7 4915-O -5 Node NODE 138.8 3.7 4920-O 3.5 Node NODE 141.2 0 06159 3.5 Node NODE 141.2 0 W1 3.5 Supply SUPPLY -867.1 143.9 0 Date 2/5/2026 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: HV7 08206 44.56 44.56 250 250 2.5 2.635 1x(us.Tee-Br)=16.47 1x(us.90)=8.24 31.65 24.71 56.36 120 0.1571 100 0 8.9 08206 5264-O 44.56 10 250 500 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 36.83 39.5 76.33 120 0.0547 108.9 15 4.2 5264-O 5264-I 10 10 0 500 4 0 0.38 0 0.38 1.8352 128 0 0.7 BFV-N *** 5264-I 5262 10 10 0 500 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 91.97 39.5 131.47 120 0.0547 128.7 0 7.2 5262 06159 10 3.5 267.1 767.1 6 6.357 2x(us.Tee-Br)=75.44 2x(us.90)=35.21 35.89 110.65 146.54 120 0.0172 135.9 2.8 2.5 06159 W1 3.5 3.5 100 867.1 6 6.357 4x(us.90)=70.41 52.22 70.41 122.63 120 0.0216 141.2 0 2.6 W1 143.9 2Path No: HV8 08206 44.56 44.56 250 250 2.5 2.635 1x(us.Tee-Br)=16.47 1x(us.90)=8.24 31.63 24.71 56.34 120 0.1571 100 0 8.9 08206 108.9 3Path No: HV9 06669 35.47 35.47 267.1 267.1 2.5 2.635 1x(us.90)=8.24 31 8.24 39.24 120 0.1777 114.2 0 7 06669 5338-O 35.47 10 0 267.1 4 4.26 1x(us.Tee-Br)=26.33 27.14 26.33 53.47 120 0.0171 121.2 11 0.9 5338-O 5338-I 10 10 0 267.1 4 0 0.38 0 0.38 0.5222 133.1 0 0.2 BFV-N *** 5338-I 5262 10 10 0 267.1 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 111.51 39.5 151.01 120 0.0171 133.3 0 2.6 5262 135.9 Date 2/5/2026 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4Path No: H3 4915-I -5 -5 100 100 6 6.4 1x(us.Tee-Br)=51.84 6.39 51.84 58.23 140 0.0003 138.7 0 0.0 4915-I 4915-O -5 -5 0 100 6 0 0.87 0 0.87 0.0793 138.7 0 0.1 CV-1 FR Check *** 4915-O 4917-I -5 -3.5 0 100 6 6.4 1x(us.90)=24.19 10.53 24.19 34.72 140 0.0003 138.8 -0.6 0 4917-I 4917-O -3.5 -3.01 0 100 6 0 0.49 0 0.49 0.0116 138.2 -0.2 0 BFV-N *** 4917-O 4918-I -3.01 -1.85 0 100 6 6.357 1.16 0 1.16 120 0.0004 138 -0.5 0 4918-I 4918-O -1.85 -0.89 0 100 6 0 0.96 0 0.96 0.0724 137.5 -0.4 0.1 CV-1 FR Check *** 4918-O 4920-I -0.89 3.5 0 100 6 6.357 1x(us.90)=17.6 5.91 17.6 23.51 120 0.0004 137.1 -1.9 0 4920-I 4920-O 3.5 3.5 0 100 6 0 0.5 0 0.5 12 135.2 0 6 AmesC200H *** 4920-O 06159 3.5 3.5 0 100 6 6.357 1x(us.Tee-Br)=37.72 1.7 37.72 39.42 120 0.0004 141.2 0 0.0 06159 141.2 5Path No: H3 0021 -5 -5 100 0.8 8 8.55 4x(us.45)=63.4 554.15 63.4 617.55 140 0 138.7 0 0 0021 00008 -5 -5 0.6 1.4 8 8.55 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 806.44 156.74 963.18 140 0 138.7 0 0 00008 0007 -5 -5 0 1.4 8 8.55 1x(elbow.22.5)=7.93 138.33 7.93 146.25 140 0 138.7 0 0 0007 H3 -5 -5 -0.6 0.8 8 8.55 2x(us.45)=31.7 1x(elbow.22.5)=7.93 543.84 39.63 583.47 140 0 138.7 0 0 H3 138.7 6Path No: 0007 0021 -5 -5 0 0.6 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 138.7 0 0 0021 138.7 Date 2/5/2026 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 * 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 15.72 ft/s occurs in the following pipe(s): (06669-HV9) Date 2/5/2026 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 32; Supply Ref.: W1; Supply Name:W1 Flow, gpm0100200300400500 600700750Pressure, psi170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Pressure Loss Function Design Area: 32; BFP Ref.: 10142 (AmesC200H, Size = 6); Inlet Node: 4920-I; Outlet Node: 4920-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 6 psi @ 100 gpm Date 2/5/2026 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 32; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 4915-I; Outlet Node: 4915-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 100 gpm Pressure Loss Function Design Area: 32; Valve Ref.: 10140 (BFV-N, Size = 6); Inlet Node: 4917-I; Outlet Node: 4917-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 32; Valve Ref.: 10141 (CV-1 FR Check, Size = 6); Inlet Node: 4918-I; Outlet Node: 4918-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 100 gpm Pressure Loss Function Design Area: 32; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 5264-I; Outlet Node: 5264-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 0.7 psi @ 500 gpm Date 2/5/2026 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 32; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 5338-I; Outlet Node: 5338-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 @ 267.1 gpm Date 2/5/2026 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Project 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) 28 LIGHT HAZARD 2250 333.3 Required 55.6 0.1 25 9 100 12.220Demand (HW) 29 LIGHT HAZARD 2250 331.5 Required 56.2 0.1 25 9 100 11.620Demand (HW) 30 LIGHT HAZARD 2250 327.1 Required 57.5 0.1 25 9 100 10.420Demand (HW) 31 LIGHT HAZARD 1950 379.3 Required 39.8 0.123 14.8 17 100 27.97Demand (HW) Date 2/5/2026 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 28 BLDG 1 ATTIC LIGHT HAZARD 0.1 2250 250 9 0 100 333.3 55.6 Dry 21468.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 5 HIP 4 SINGLE DIRECTION 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 2/5/2026 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 28 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 28 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 67.8 333.3 55.6 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) 233.3 0 0 233.3 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 55.6 333.3 N/A Sprinklers Other Date 2/5/2026 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 28 Flow, gpmPressure, psi90 80 70 60 50 40 30 20 10 0 S1 S2 63.573 D1 D2 67.8 psi @ 333.3 gpm Supply System Demand Available At Source 0 500600700800 900 10001100 1200 1300 1400 1500 1600 1700 1800 Date 2/5/2026 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 28 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 68Supply point #1 - Static 1704S2 64Supply point #2 - Residual 0D1 25.6Elevation Pressure 333.3D2 55.6System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 400.3Supply67.7 12.2 333.3 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type S2800 5.6 0.1 25 20 0.112 2528250Overhead Sprinkler S2801 5.6 0.1 25 20 0.109 23.627.2250Overhead Sprinkler S2802 5.6 0.1 25 20 0.106 22.326.4250Overhead Sprinkler S2803 5.6 0.1 25 20 0.103 21.125.7250Overhead Sprinkler S2804 5.6 0.1 25 20 0.1 2025250Overhead Sprinkler S2805 5.6 0.1 25 20 0.101 20.325.2250Overhead Sprinkler S2806 5.6 0.1 25 20 0.101 20.325.2250Overhead Sprinkler S2807 5.6 0.1 25 20 0.101 20.325.2250Overhead Sprinkler S2808 5.6 0.1 25 20 0.101 20.325.3250Overhead Sprinkler Date 2/5/2026 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S2804 52.9 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.1 20 25 S2805 54.06 Overhead Sprinkler HEAD 5.6 Open 25.2 0.2 250 0.101 20.3 -25.6 20 25 S2806 54.06 Overhead Sprinkler HEAD 5.6 Open 25.2 0.2 250 0.101 20.3 -25.6 20 25 S2807 54.06 Overhead Sprinkler HEAD 5.6 Open 25.2 0.2 250 0.101 20.3 -25.6 20 25 S2808 54.06 Overhead Sprinkler HEAD 5.6 Open 25.3 0.3 250 0.101 20.3 -25.6 20 25 S2803 50.35 Overhead Sprinkler HEAD 5.6 Open 25.7 0.7 250 0.103 21.1 -24 20 25 S2802 47.8 Overhead Sprinkler HEAD 5.6 Open 26.4 1.4 250 0.106 22.3 -22.9 20 25 S2801 45.25 Overhead Sprinkler HEAD 5.6 Open 27.2 2.2 250 0.109 23.6 -21.8 20 25 S2800 42.7 Overhead Sprinkler HEAD 5.6 Open 28 3 250 0.112 25 -20.7 20 25 06499 53.06 Node NODE 22 -25.2 06497 53.06 Node NODE 22 -25.2 06496 53.06 Node NODE 22 -25.2 06495 53.06 Node NODE 22.1 -25.2 06485 42.06 Node NODE 26.5 -20.4 06483 42.06 Node NODE 27.6 -20.4 06482 42.06 Node NODE 27.6 -20.4 06381 42.06 Node NODE 31.3 -20.4 06372-O 7.4 Node NODE 46.9 -5.4 06372-I 6.26 Node NODE 47.5 -4.9 06371-O 5.29 Node NODE 47.9 -4.5 06371-I 4.91 Node NODE 48.1 -4.3 4920-O 3.5 Node NODE 48.8 -3.7 4920-I 3.5 Node NODE 51.2 -3.7 4918-O -0.89 Node NODE 53.1 -1.8 4918-I -1.85 Node NODE 53.7 -1.4 Date 2/5/2026 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4917-O -3.01 Node NODE 54.2 -0.9 4917-I -3.5 Node NODE 54.4 -0.6 4915-O -5 Node NODE 55.1 0 4915-I -5 Node NODE 55.3 0 H3 -5 Outside Hose HOSE 100 55.4 0 100 0007 -5 Node NODE 55.4 0 00008 -5 Node NODE 55.4 0 0021 -5 Node NODE 55.5 0 0025 -5 Node NODE 55.5 0 0030 -5 Node NODE 55.6 0 W1 -5 Supply SUPPLY -333.3 55.6 0 Date 2/5/2026 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2804 S2803 52.9 50.35 5.6 5.6 25 25 2.5 2.635 6.52 0 6.52 100 0.0031 20 1.1 0.0 S2803 S2802 50.35 47.8 5.6 5.6 25.7 50.8 2.5 2.635 6.52 0 6.52 100 0.0115 21.1 1.1 0.1 S2802 S2801 47.8 45.25 5.6 5.6 26.4 77.2 2.5 2.635 6.52 0 6.52 100 0.025 22.3 1.1 0.2 S2801 S2800 45.25 42.7 5.6 5.6 27.2 104.4 2.5 2.635 6.52 0 6.52 100 0.0437 23.6 1.1 0.3 S2800 06485 42.7 42.06 5.6 28 132.4 2.5 2.635 1x(us.Tee-Br)=11.75 1x(us.90)=5.87 1.52 17.62 19.14 100 0.0679 25 0.3 1.3 06485 06483 42.06 42.06 0 132.4 3 3.26 2x(us.90)=13.42 29.27 13.42 42.69 100 0.0241 26.5 0 1 06483 06482 42.06 42.06 0 132.4 4 4.26 2.36 0 2.36 100 0.0065 27.6 0 0.0 06482 06381 42.06 42.06 100.9 233.3 4 4.26 1x(us.90)=9.39 2x(us.Tee-Br)=37.55 153.02 46.94 199.96 100 0.0187 27.6 0 3.7 06381 06372-O 42.06 7.4 0 233.3 6 6.357 8x(us.90)=100.41 110.92 100.41 211.33 100 0.0027 31.3 15 0.6 06372-O 06372-I 7.4 6.26 0 233.3 6 0 1.15 0 1.15 0.0514 46.9 0.5 0.1 DPV-1 *** 06372-I 06371-O 6.26 5.29 0 233.3 6 6.357 0.96 0 0.96 120 0.0019 47.5 0.4 0 06371-O 06371-I 5.29 4.91 0 233.3 6 0 0.38 0 0.38 0.0525 47.9 0.2 0.0 BFV-N *** 06371-I 4920-O 4.91 3.5 0 233.3 6 6.357 1x(us.Tee-Br)=37.72 5.7 37.72 43.42 120 0.0019 48.1 0.6 0.1 4920-O 4920-I 3.5 3.5 0 233.3 6 0 0.5 0 0.5 4.8083 48.8 0 2.4 AmesC200H *** 4920-I 4918-O 3.5 -0.89 0 233.3 6 6.357 1x(us.90)=17.6 5.91 17.6 23.51 120 0.0019 51.2 1.9 0.0 4918-O 4918-I -0.89 -1.85 0 233.3 6 0 0.96 0 0.96 0.1733 53.1 0.4 0.2 CV-1 FR Check *** Date 2/5/2026 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 4918-I 4917-O -1.85 -3.01 0 233.3 6 6.357 1.16 0 1.16 120 0.0019 53.7 0.5 0 4917-O 4917-I -3.01 -3.5 0 233.3 6 0 0.49 0 0.49 0.0409 54.2 0.2 0.0 BFV-N *** 4917-I 4915-O -3.5 -5 0 233.3 6 6.4 1x(us.90)=24.19 10.53 24.19 34.72 140 0.0014 54.4 0.6 0.0 4915-O 4915-I -5 -5 0 233.3 6 0 0.87 0 0.87 0.1898 55.1 0 0.2 CV-1 FR Check *** 4915-I H3 -5 -5 0 233.3 6 6.4 1x(us.Tee-Br)=51.84 6.39 51.84 58.23 140 0.0014 55.3 0 0.1 H3 0025 -5 -5 100 206.6 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 358.12 93.34 451.46 140 0.0003 55.4 0 0.1 0025 0030 -5 -5 126.7 333.3 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 55.5 0 0.1 0030 W1 -5 -5 0 333.3 6 6.4 12.74 0 12.74 140 0.0027 55.6 0 0.0 W1 55.6 2Path No: S2805 06499 54.06 53.06 5.6 25.2 25.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2791 20.3 0.4 1.3 06499 06497 53.06 53.06 0 25.2 3 3.26 6 0 6 100 0.0011 22 0 0 06497 06496 53.06 53.06 25.2 50.4 3 3.26 6 0 6 100 0.004 22 0 0.0 06496 06495 53.06 53.06 25.2 75.7 3 3.26 6 0 6 100 0.0085 22 0 0.1 06495 06482 53.06 42.06 25.3 100.9 3 3.26 1x(us.Tee-Br)=14.37 2x(us.90)=13.42 24.49 27.79 52.27 100 0.0146 22.1 4.8 0.8 06482 27.6 Date 2/5/2026 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2806 06497 54.06 53.06 5.6 25.2 25.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2791 20.3 0.4 1.3 06497 22 4Path No: S2807 06496 54.06 53.06 5.6 25.2 25.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2794 20.3 0.4 1.3 06496 22 5Path No: S2808 06495 54.06 53.06 5.6 25.3 25.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.28 20.3 0.4 1.3 06495 22.1 6Path No: H3 0007 -5 -5 100 126.7 8 8.55 1x(elbow.22.5)=7.93 2x(us.45)=31.7 543.84 39.63 583.47 140 0.0001 55.4 0 0.1 0007 0021 -5 -5 -55.8 70.9 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0.0000 55.4 0 0.0 0021 0025 -5 -5 55.8 126.7 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 55.5 0 0.0 0025 55.5 7Path No: 0007 00008 -5 -5 0 55.8 8 8.55 1x(us.45)=15.85 1x(elbow.22.5)=7.93 138.33 23.78 162.1 140 0.0000 55.4 0 0 00008 0021 -5 -5 0 55.8 8 8.55 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 806.44 140.89 947.33 140 0.0000 55.4 0 0.0 0021 55.5 Date 2/5/2026 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 * 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 9.38 ft/s occurs in the following pipe(s): (06495-S2808) Date 2/5/2026 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 28; 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: 28; BFP Ref.: 10142 (AmesC200H, Size = 6); Inlet Node: 4920-I; Outlet Node: 4920-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 @ 233.3 gpm Date 2/5/2026 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 28; DPV Ref.: 10146 (DPV-1, Size = 6); Inlet Node: 06372-I; Outlet Node: 06372-O Flow, gpm320550700900100013001500 2000220024003000Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 Pressure Loss Function Design Area: 28; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 4915-I; Outlet Node: 4915-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 233.3 gpm Date 2/5/2026 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 28; Valve Ref.: 10140 (BFV-N, Size = 6); Inlet Node: 4917-I; Outlet Node: 4917-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Pressure Loss Function Design Area: 28; Valve Ref.: 10141 (CV-1 FR Check, Size = 6); Inlet Node: 4918-I; Outlet Node: 4918-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 233.3 gpm Date 2/5/2026 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 28; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06371-I; Outlet Node: 06371-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 29 BLDG 1 ATTIC LIGHT HAZARD 0.1 2250 250 9 0 100 331.5 56.2 Dry 21468.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 7 SINGLE DIRECTION 2 HIP 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 2/5/2026 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 29 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 29 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 67.8 331.5 56.2 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) 231.5 0 0 231.5 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 56.2 331.5 N/A Sprinklers Other Date 2/5/2026 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 00008 -5 Node NODE 56 0 0007 -5 Node NODE 56 0 0021 -5 Node NODE 56 0 0025 -5 Node NODE 56 0 0030 -5 Node NODE 56.1 0 06371-I 4.91 Node NODE 48.6 -4.3 06371-O 5.29 Node NODE 48.4 -4.5 06372-I 6.26 Node NODE 48 -4.9 06372-O 7.4 Node NODE 47.5 -5.4 06381 42.06 Node NODE 31.9 -20.4 06385 42.06 Node NODE 29.7 -20.4 06388 42.06 Node NODE 29.6 -20.4 06391 42.06 Node NODE 29.3 -20.4 06424 53.06 Node NODE 22.2 -25.2 06425 53.06 Node NODE 22 -25.2 06426 53.06 Node NODE 21.9 -25.2 06428 53.06 Node NODE 21.8 -25.2 06429 53.06 Node NODE 21.7 -25.2 06430 53.06 Node NODE 21.7 -25.2 06431 53.06 Node NODE 21.7 -25.2 4915-I -5 Node NODE 55.8 0 4915-O -5 Node NODE 55.7 0 4917-I -3.5 Node NODE 55 -0.6 4917-O -3.01 Node NODE 54.7 -0.9 4918-I -1.85 Node NODE 54.2 -1.4 Date 2/5/2026 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4918-O -0.89 Node NODE 53.7 -1.8 4920-I 3.5 Node NODE 51.7 -3.7 4920-O 3.5 Node NODE 49.3 -3.7 H3 -5 Outside Hose HOSE 100 55.9 0 100 S3004 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.101 20.2 -25.6 20 25 S3005 54.06 Overhead Sprinkler HEAD 5.6 Open 25.2 0.2 250 0.101 20.3 -25.6 20 25 S3006 54.06 Overhead Sprinkler HEAD 5.6 Open 25.3 0.3 250 0.101 20.5 -25.6 20 25 W1 -5 Supply SUPPLY -331.5 56.2 0 S2900 52.9 Overhead Sprinkler HEAD 5.6 Open 27.5 2.5 250 0.11 24.1 -25.1 20 25 S2901 50.35 Overhead Sprinkler HEAD 5.6 Open 28.1 3.1 250 0.112 25.2 -24 20 25 S3000 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S3001 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S3002 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20 -25.6 20 25 S3003 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20.1 -25.6 20 25 Date 2/5/2026 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S3000 06431 54.06 53.06 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 06431 06430 53.06 53.06 0 25 3 3.26 6 0 6 100 0.0011 21.7 0 0 06430 06429 53.06 53.06 25 50.1 3 3.26 6 0 6 100 0.004 21.7 0 0.0 06429 06428 53.06 53.06 25.1 75.2 3 3.26 6 0 6 100 0.0084 21.7 0 0.1 06428 06426 53.06 53.06 25.1 100.2 3 3.26 6 0 6 100 0.0144 21.8 0 0.1 06426 06425 53.06 53.06 25.1 125.4 3 3.26 6 0 6 100 0.0218 21.9 0 0.1 06425 06424 53.06 53.06 25.2 150.6 3 3.26 6 0 6 100 0.0306 22 0 0.2 06424 06385 53.06 42.06 25.3 175.9 3 3.26 2x(us.Tee-Br)=28.75 38.43 28.75 67.18 100 0.0408 22.2 4.8 2.7 06385 06381 42.06 42.06 55.6 231.5 4 4.26 1x(us.90)=9.39 1x(us.Tee-Br)=18.78 91.96 28.16 120.12 100 0.0184 29.7 0 2.2 06381 06372-O 42.06 7.4 0 231.5 6 6.357 8x(us.90)=100.41 110.92 100.41 211.33 100 0.0026 31.9 15 0.6 06372-O 06372-I 7.4 6.26 0 231.5 6 0 1.15 0 1.15 0.0508 47.5 0.5 0.1 DPV-1 *** 06372-I 06371-O 6.26 5.29 0 231.5 6 6.357 0.96 0 0.96 120 0.0019 48 0.4 0 06371-O 06371-I 5.29 4.91 0 231.5 6 0 0.38 0 0.38 0.0518 48.4 0.2 0.0 BFV-N *** 06371-I 4920-O 4.91 3.5 0 231.5 6 6.357 1x(us.Tee-Br)=37.72 5.7 37.72 43.42 120 0.0019 48.6 0.6 0.1 4920-O 4920-I 3.5 3.5 0 231.5 6 0 0.5 0 0.5 4.7901 49.3 0 2.4 AmesC200H *** 4920-I 4918-O 3.5 -0.89 0 231.5 6 6.357 1x(us.90)=17.6 5.91 17.6 23.51 120 0.0019 51.7 1.9 0.0 Date 2/5/2026 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 4918-O 4918-I -0.89 -1.85 0 231.5 6 0 0.96 0 0.96 0.1719 53.7 0.4 0.2 CV-1 FR Check *** 4918-I 4917-O -1.85 -3.01 0 231.5 6 6.357 1.16 0 1.16 120 0.0019 54.2 0.5 0 4917-O 4917-I -3.01 -3.5 0 231.5 6 0 0.49 0 0.49 0.0403 54.7 0.2 0.0 BFV-N *** 4917-I 4915-O -3.5 -5 0 231.5 6 6.4 1x(us.90)=24.19 10.53 24.19 34.72 140 0.0014 55 0.6 0.0 4915-O 4915-I -5 -5 0 231.5 6 0 0.87 0 0.87 0.1882 55.7 0 0.2 CV-1 FR Check *** 4915-I H3 -5 -5 0 231.5 6 6.4 1x(us.Tee-Br)=51.84 6.39 51.84 58.23 140 0.0014 55.8 0 0.1 H3 0025 -5 -5 100 205.4 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 358.12 93.34 451.46 140 0.0003 55.9 0 0.1 0025 0030 -5 -5 126.1 331.5 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 56 0 0.1 0030 W1 -5 -5 0 331.5 6 6.4 12.74 0 12.74 140 0.0026 56.1 0 0.0 W1 56.2 2Path No: S3001 06430 54.06 53.06 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 06430 21.7 3Path No: S3002 06429 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.276 20 0.4 1.3 06429 21.7 4Path No: S3003 06428 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2766 20.1 0.4 1.3 06428 21.8 Date 2/5/2026 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S3004 06426 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2777 20.2 0.4 1.3 06426 21.9 6Path No: S3005 06425 54.06 53.06 5.6 25.2 25.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2792 20.3 0.4 1.3 06425 22 7Path No: S3006 06424 54.06 53.06 5.6 25.3 25.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2815 20.5 0.4 1.3 06424 22.2 8Path No: S2900 S2901 52.9 50.35 5.6 5.6 27.5 27.5 2.5 2.635 6.52 0 6.52 100 0.0037 24.1 1.1 0.0 S2901 06391 50.35 42.06 5.6 28.1 55.6 2.5 2.635 1x(us.Tee-Br)=11.75 1x(us.90)=5.87 21.1 17.62 38.72 100 0.0136 25.2 3.6 0.5 06391 06388 42.06 42.06 0 55.6 3 3.26 2x(us.90)=13.42 42.5 13.42 55.92 100 0.0048 29.3 0 0.3 06388 06385 42.06 42.06 0 55.6 4 4.26 1x(us.Tee-Br)=18.78 64.18 18.78 82.96 100 0.0013 29.6 0 0.1 06385 29.7 9Path No: H3 0007 -5 -5 100 126.1 8 8.55 1x(elbow.22.5)=7.93 2x(us.45)=31.7 543.84 39.63 583.47 140 0.0001 55.9 0 0.1 0007 0021 -5 -5 -55.5 70.5 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0.0000 56 0 0.0 0021 0025 -5 -5 55.5 126.1 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 56 0 0.0 0025 56 Date 2/5/2026 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 0007 00008 -5 -5 0 55.5 8 8.55 1x(us.45)=15.85 1x(elbow.22.5)=7.93 138.33 23.78 162.1 140 0.0000 56 0 0 00008 0021 -5 -5 0 55.5 8 8.55 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 806.44 140.89 947.33 140 0.0000 56 0 0.0 0021 56 * 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 9.4 ft/s occurs in the following pipe(s): (06424-S3006) Date 2/5/2026 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 29; 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: 29; BFP Ref.: 10142 (AmesC200H, Size = 6); Inlet Node: 4920-I; Outlet Node: 4920-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 @ 231.5 gpm Date 2/5/2026 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 29; DPV Ref.: 10146 (DPV-1, Size = 6); Inlet Node: 06372-I; Outlet Node: 06372-O Flow, gpm320550700900100013001500 2000220024003000Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 Pressure Loss Function Design Area: 29; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 4915-I; Outlet Node: 4915-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 231.5 gpm Date 2/5/2026 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 29; Valve Ref.: 10140 (BFV-N, Size = 6); Inlet Node: 4917-I; Outlet Node: 4917-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Pressure Loss Function Design Area: 29; Valve Ref.: 10141 (CV-1 FR Check, Size = 6); Inlet Node: 4918-I; Outlet Node: 4918-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 231.5 gpm Date 2/5/2026 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 29; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06371-I; Outlet Node: 06371-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 30 BLDG 1 ATTIC SINGLE DIRECTION LIGHT HAZARD 0.1 2250 250 9 0 100 327.1 57.5 Dry 21468.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 9 SD SPKS 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 2/5/2026 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 30 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 30 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 67.8 327.1 57.5 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) 227.1 0 0 227.1 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 57.5 327.1 N/A Sprinklers Other Date 2/5/2026 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 00008 -5 Node NODE 57.3 0 0007 -5 Node NODE 57.3 0 0021 -5 Node NODE 57.3 0 0025 -5 Node NODE 57.3 0 0030 -5 Node NODE 57.4 0 06371-I 4.91 Node NODE 49.9 -4.3 06371-O 5.29 Node NODE 49.8 -4.5 06372-I 6.26 Node NODE 49.3 -4.9 06372-O 7.4 Node NODE 48.8 -5.4 06381 42.06 Node NODE 33.2 -20.4 06385 42.06 Node NODE 31.1 -20.4 06422 53.06 Node NODE 22.7 -25.2 06423 53.06 Node NODE 22.4 -25.2 06424 53.06 Node NODE 22.2 -25.2 06425 53.06 Node NODE 22 -25.2 06426 53.06 Node NODE 21.9 -25.2 06428 53.06 Node NODE 21.8 -25.2 06429 53.06 Node NODE 21.7 -25.2 06430 53.06 Node NODE 21.7 -25.2 06431 53.06 Node NODE 21.7 -25.2 4915-I -5 Node NODE 57.1 0 4915-O -5 Node NODE 57 0 4917-I -3.5 Node NODE 56.3 -0.6 4917-O -3.01 Node NODE 56 -0.9 4918-I -1.85 Node NODE 55.5 -1.4 Date 2/5/2026 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4918-O -0.89 Node NODE 55 -1.8 4920-I 3.5 Node NODE 53 -3.7 4920-O 3.5 Node NODE 50.6 -3.7 H3 -5 Outside Hose HOSE 100 57.2 0 100 S3004 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.101 20.2 -25.6 20 25 S3005 54.06 Overhead Sprinkler HEAD 5.6 Open 25.2 0.2 250 0.101 20.3 -25.6 20 25 S3006 54.06 Overhead Sprinkler HEAD 5.6 Open 25.3 0.3 250 0.101 20.5 -25.6 20 25 S3007 54.06 Overhead Sprinkler HEAD 5.6 Open 25.5 0.5 250 0.102 20.7 -25.6 20 25 S3008 54.06 Overhead Sprinkler HEAD 5.6 Open 25.7 0.7 250 0.103 21 -25.6 20 25 W1 -5 Supply SUPPLY -327.1 57.5 0 S3000 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S3001 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S3002 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20 -25.6 20 25 S3003 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20.1 -25.6 20 25 Date 2/5/2026 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S3000 06431 54.06 53.06 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 06431 06430 53.06 53.06 0 25 3 3.26 6 0 6 100 0.0011 21.7 0 0 06430 06429 53.06 53.06 25 50.1 3 3.26 6 0 6 100 0.004 21.7 0 0.0 06429 06428 53.06 53.06 25.1 75.2 3 3.26 6 0 6 100 0.0084 21.7 0 0.1 06428 06426 53.06 53.06 25.1 100.2 3 3.26 6 0 6 100 0.0144 21.8 0 0.1 06426 06425 53.06 53.06 25.1 125.4 3 3.26 6 0 6 100 0.0218 21.9 0 0.1 06425 06424 53.06 53.06 25.2 150.6 3 3.26 6 0 6 100 0.0306 22 0 0.2 06424 06423 53.06 53.06 25.3 175.9 3 3.26 6 0 6 100 0.0408 22.2 0 0.2 06423 06422 53.06 53.06 25.5 201.4 3 3.26 6 0 6 100 0.0523 22.4 0 0.3 06422 06385 53.06 42.06 25.7 227.1 3 3.26 2x(us.Tee-Br)=28.75 26.43 28.75 55.18 100 0.0654 22.7 4.8 3.6 06385 06381 42.06 42.06 0 227.1 4 4.26 1x(us.90)=9.39 1x(us.Tee-Br)=18.78 91.96 28.16 120.12 100 0.0178 31.1 0 2.1 06381 06372-O 42.06 7.4 0 227.1 6 6.357 8x(us.90)=100.41 110.92 100.41 211.33 100 0.0025 33.2 15 0.5 06372-O 06372-I 7.4 6.26 0 227.1 6 0 1.15 0 1.15 0.0493 48.8 0.5 0.1 DPV-1 *** 06372-I 06371-O 6.26 5.29 0 227.1 6 6.357 0.96 0 0.96 120 0.0018 49.3 0.4 0 06371-O 06371-I 5.29 4.91 0 227.1 6 0 0.38 0 0.38 0.05 49.8 0.2 0.0 BFV-N *** 06371-I 4920-O 4.91 3.5 0 227.1 6 6.357 1x(us.Tee-Br)=37.72 5.7 37.72 43.42 120 0.0018 49.9 0.6 0.1 Date 2/5/2026 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 4920-O 4920-I 3.5 3.5 0 227.1 6 0 0.5 0 0.5 4.7531 50.6 0 2.4 AmesC200H *** 4920-I 4918-O 3.5 -0.89 0 227.1 6 6.357 1x(us.90)=17.6 5.91 17.6 23.51 120 0.0018 53 1.9 0.0 4918-O 4918-I -0.89 -1.85 0 227.1 6 0 0.96 0 0.96 0.1684 55 0.4 0.2 CV-1 FR Check *** 4918-I 4917-O -1.85 -3.01 0 227.1 6 6.357 1.16 0 1.16 120 0.0018 55.5 0.5 0 4917-O 4917-I -3.01 -3.5 0 227.1 6 0 0.49 0 0.49 0.0389 56 0.2 0.0 BFV-N *** 4917-I 4915-O -3.5 -5 0 227.1 6 6.4 1x(us.90)=24.19 10.53 24.19 34.72 140 0.0013 56.3 0.6 0.0 4915-O 4915-I -5 -5 0 227.1 6 0 0.87 0 0.87 0.1844 57 0 0.2 CV-1 FR Check *** 4915-I H3 -5 -5 0 227.1 6 6.4 1x(us.Tee-Br)=51.84 6.39 51.84 58.23 140 0.0013 57.1 0 0.1 H3 0025 -5 -5 100 202.7 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 358.12 93.34 451.46 140 0.0003 57.2 0 0.1 0025 0030 -5 -5 124.4 327.1 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 57.3 0 0.1 0030 W1 -5 -5 0 327.1 6 6.4 12.74 0 12.74 140 0.0026 57.4 0 0.0 W1 57.5 2Path No: S3001 06430 54.06 53.06 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 06430 21.7 3Path No: S3002 06429 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.276 20 0.4 1.3 06429 21.7 Date 2/5/2026 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4Path No: S3003 06428 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2766 20.1 0.4 1.3 06428 21.8 5Path No: S3004 06426 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2777 20.2 0.4 1.3 06426 21.9 6Path No: S3005 06425 54.06 53.06 5.6 25.2 25.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2792 20.3 0.4 1.3 06425 22 7Path No: S3006 06424 54.06 53.06 5.6 25.3 25.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2815 20.5 0.4 1.3 06424 22.2 8Path No: S3007 06423 54.06 53.06 5.6 25.5 25.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2844 20.7 0.4 1.3 06423 22.4 9Path No: S3008 06422 54.06 53.06 5.6 25.7 25.7 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2882 21 0.4 1.3 06422 22.7 10Path No: H3 0007 -5 -5 100 124.4 8 8.55 1x(elbow.22.5)=7.93 2x(us.45)=31.7 543.84 39.63 583.47 140 0.0001 57.2 0 0.1 0007 0021 -5 -5 -54.8 69.6 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0.0000 57.3 0 0.0 0021 0025 -5 -5 54.8 124.4 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 57.3 0 0.0 0025 57.3 Date 2/5/2026 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 0007 00008 -5 -5 0 54.8 8 8.55 1x(us.45)=15.85 1x(elbow.22.5)=7.93 138.33 23.78 162.1 140 0.0000 57.3 0 0 00008 0021 -5 -5 0 54.8 8 8.55 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 806.44 140.89 947.33 140 0.0000 57.3 0 0.0 0021 57.3 * 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 9.52 ft/s occurs in the following pipe(s): (06422-S3008) Date 2/5/2026 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 30; 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: 30; BFP Ref.: 10142 (AmesC200H, Size = 6); Inlet Node: 4920-I; Outlet Node: 4920-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 @ 227.1 gpm Date 2/5/2026 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 30; DPV Ref.: 10146 (DPV-1, Size = 6); Inlet Node: 06372-I; Outlet Node: 06372-O Flow, gpm320550700900100013001500 2000220024003000Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 Pressure Loss Function Design Area: 30; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 4915-I; Outlet Node: 4915-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 227.1 gpm Date 2/5/2026 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 30; Valve Ref.: 10140 (BFV-N, Size = 6); Inlet Node: 4917-I; Outlet Node: 4917-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Pressure Loss Function Design Area: 30; Valve Ref.: 10141 (CV-1 FR Check, Size = 6); Inlet Node: 4918-I; Outlet Node: 4918-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 227.1 gpm Date 2/5/2026 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 30; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06371-I; Outlet Node: 06371-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 31 BLDG 1 ATTIC LIGHT HAZARD 0.123 1950 120 17 0 100 379.3 39.8 Dry 21468.2 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 2/5/2026 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 31 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 44Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 31 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 67.8 379.3 39.8 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) 279.3 0 0 279.3 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 39.8 379.3 N/A Sprinklers Other Date 2/5/2026 Page 45Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 00008 -5 Node NODE 39.6 0 0007 -5 Node NODE 39.6 0 0021 -5 Node NODE 39.6 0 0025 -5 Node NODE 39.7 0 0030 -5 Node NODE 39.8 0 06371-I 4.91 Node NODE 31.9 -4.3 06371-O 5.29 Node NODE 31.7 -4.5 06372-I 6.26 Node NODE 31.2 -4.9 06372-O 7.4 Node NODE 30.7 -5.4 06381 42.06 Node NODE 14.9 -20.4 06383 42.06 Node NODE 12.2 -20.4 06384 42.06 Node NODE 12.1 -20.4 06443 42.06 Node NODE 10 -20.4 06446 42.06 Node NODE 9.1 -20.4 06447 42.06 Node NODE 8.6 -20.4 06448 42.06 Node NODE 8.2 -20.4 06450 42.06 Node NODE 8 -20.4 06451 42.06 Node NODE 7.9 -20.4 06452 42.06 Node NODE 7.9 -20.4 06454 42.06 Node NODE 12 -20.4 06455 42.06 Node NODE 11.9 -20.4 06461 42.06 Node NODE 10.5 -20.4 06462 42.06 Node NODE 9.8 -20.4 06463 42.06 Node NODE 9.3 -20.4 06464 42.06 Node NODE 9.1 -20.4 Date 2/5/2026 Page 46Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06465 42.06 Node NODE 9 -20.4 06467 42.06 Node NODE 9 -20.4 06469 42.06 Node NODE 12.1 -20.4 06470 42.06 Node NODE 12 -20.4 4915-I -5 Node NODE 39.4 0 4915-O -5 Node NODE 39.2 0 4917-I -3.5 Node NODE 38.5 -0.6 4917-O -3.01 Node NODE 38.2 -0.9 4918-I -1.85 Node NODE 37.7 -1.4 4918-O -0.89 Node NODE 37.1 -1.8 4920-I 3.5 Node NODE 35.1 -3.7 4920-O 3.5 Node NODE 32.6 -3.7 H3 -5 Outside Hose HOSE 100 39.5 0 100 S3100 43.06 Overhead Sprinkler HEAD 5.6 Open 14.8 2.8 120 0.123 7 -20.8 7 12 S3101 43.06 Overhead Sprinkler HEAD 5.6 Open 14.8 2.8 120 0.124 7 -20.8 7 12 S3102 43.06 Overhead Sprinkler HEAD 5.6 Open 14.9 2.9 120 0.125 7.1 -20.8 7 12 S3103 43.06 Overhead Sprinkler HEAD 5.6 Open 15.1 3.1 120 0.126 7.3 -20.8 7 12 S3104 43.06 Overhead Sprinkler HEAD 5.6 Open 15.5 3.5 120 0.129 7.6 -20.8 7 12 S3105 43.06 Overhead Sprinkler HEAD 5.6 Open 16 4 120 0.133 8.1 -20.8 7 12 S3106 43.06 Overhead Sprinkler HEAD 5.6 Open 16.8 4.8 120 0.14 9 -20.8 7 12 S3107 43.06 Overhead Sprinkler HEAD 5.6 Open 18.4 6.4 120 0.153 10.8 -20.8 7 12 S3108 43.06 Overhead Sprinkler HEAD 5.6 Open 18.4 6.4 120 0.153 10.8 -20.8 7 12 S3109 43.06 Overhead Sprinkler HEAD 5.6 Open 18.5 6.5 120 0.154 10.9 -20.8 7 12 S3110 43.06 Overhead Sprinkler HEAD 5.6 Open 18.5 6.5 120 0.154 10.9 -20.8 7 12 S3111 43.06 Overhead Sprinkler HEAD 5.6 Open 17.2 5.2 120 0.143 9.4 -20.8 7 12 Date 2/5/2026 Page 47Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S3112 43.06 Overhead Sprinkler HEAD 5.6 Open 16.6 4.6 120 0.138 8.7 -20.8 7 12 S3113 43.06 Overhead Sprinkler HEAD 5.6 Open 16.2 4.2 120 0.135 8.4 -20.8 7 12 S3114 43.06 Overhead Sprinkler HEAD 5.6 Open 16 4 120 0.133 8.1 -20.8 7 12 S3115 43.06 Overhead Sprinkler HEAD 5.6 Open 15.9 3.9 120 0.132 8.1 -20.8 7 12 S3117 43.06 Overhead Sprinkler HEAD 5.6 Open 15.8 3.8 120 0.132 8 -20.8 7 12 W1 -5 Supply SUPPLY -379.3 39.8 0 Date 2/5/2026 Page 48Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S3100 06452 43.06 42.06 5.6 14.8 14.8 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1043 7 0.4 0.5 06452 06451 42.06 42.06 0 14.8 2 2.157 9 0 9 100 0.0031 7.9 0 0.0 06451 06450 42.06 42.06 14.8 29.7 2 2.157 9 0 9 100 0.0113 7.9 0 0.1 06450 06448 42.06 42.06 14.9 44.6 2 2.157 8 0 8 100 0.024 8 0 0.2 06448 06447 42.06 42.06 15.1 59.7 2 2.157 8 0 8 100 0.0412 8.2 0 0.3 06447 06446 42.06 42.06 15.5 75.2 2 2.157 9 0 9 100 0.0631 8.6 0 0.6 06446 06443 42.06 42.06 16 91.2 2 2.157 10 0 10 100 0.0901 9.1 0 0.9 06443 06384 42.06 42.06 16.8 108 2 2.157 1x(us.Tee-Br)=8.77 8.3 8.77 17.08 100 0.1233 10 0 2.1 06384 06383 42.06 42.06 36.8 144.8 4 4.26 11.95 0 11.95 100 0.0077 12.1 0 0.1 06383 06381 42.06 42.06 134.6 279.3 4 4.26 1x(us.90)=9.39 1x(us.Tee-Br)=18.78 73.21 28.16 101.38 100 0.0261 12.2 0 2.6 06381 06372-O 42.06 7.4 0 279.3 6 6.357 8x(us.90)=100.41 110.92 100.41 211.33 100 0.0037 14.9 15 0.8 06372-O 06372-I 7.4 6.26 0 279.3 6 0 1.15 0 1.15 0.0688 30.7 0.5 0.1 DPV-1 *** 06372-I 06371-O 6.26 5.29 0 279.3 6 6.357 0.96 0 0.96 120 0.0026 31.2 0.4 0 06371-O 06371-I 5.29 4.91 0 279.3 6 0 0.38 0 0.38 0.0742 31.7 0.2 0.0 BFV-N *** 06371-I 4920-O 4.91 3.5 0 279.3 6 6.357 1x(us.Tee-Br)=37.72 5.7 37.72 43.42 120 0.0026 31.9 0.6 0.1 4920-O 4920-I 3.5 3.5 0 279.3 6 0 0.5 0 0.5 5.1185 32.6 0 2.6 AmesC200H *** Date 2/5/2026 Page 49Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 4920-I 4918-O 3.5 -0.89 0 279.3 6 6.357 1x(us.90)=17.6 5.91 17.6 23.51 120 0.0026 35.1 1.9 0.1 4918-O 4918-I -0.89 -1.85 0 279.3 6 0 0.96 0 0.96 0.2102 37.1 0.4 0.2 CV-1 FR Check *** 4918-I 4917-O -1.85 -3.01 0 279.3 6 6.357 1.16 0 1.16 120 0.0026 37.7 0.5 0 4917-O 4917-I -3.01 -3.5 0 279.3 6 0 0.49 0 0.49 0.0577 38.2 0.2 0.0 BFV-N *** 4917-I 4915-O -3.5 -5 0 279.3 6 6.4 1x(us.90)=24.19 10.53 24.19 34.72 140 0.0019 38.5 0.6 0.1 4915-O 4915-I -5 -5 0 279.3 6 0 0.87 0 0.87 0.2302 39.2 0 0.2 CV-1 FR Check *** 4915-I H3 -5 -5 0 279.3 6 6.4 1x(us.Tee-Br)=51.84 6.39 51.84 58.23 140 0.0019 39.4 0 0.1 H3 0025 -5 -5 100 235.1 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 358.12 93.34 451.46 140 0.0003 39.5 0 0.2 0025 0030 -5 -5 144.2 379.3 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 39.7 0 0.1 0030 W1 -5 -5 0 379.3 6 6.4 12.74 0 12.74 140 0.0034 39.8 0 0.0 W1 39.8 2Path No: S3101 06451 43.06 42.06 5.6 14.8 14.8 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1046 7 0.4 0.5 06451 7.9 3Path No: S3102 06450 43.06 42.06 5.6 14.9 14.9 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.106 7.1 0.4 0.5 06450 8 Date 2/5/2026 Page 50Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4Path No: S3103 06448 43.06 42.06 5.6 15.1 15.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1084 7.3 0.4 0.5 06448 8.2 5Path No: S3104 06447 43.06 42.06 5.6 15.5 15.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1127 7.6 0.4 0.5 06447 8.6 6Path No: S3117 06467 43.06 42.06 5.6 15.8 15.8 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1179 8 0.4 0.5 06467 06465 42.06 42.06 0 15.8 2 2.157 18 0 18 100 0.0035 9 0 0.1 06465 06464 42.06 42.06 15.9 31.7 2 2.157 8 0 8 100 0.0128 9 0 0.1 06464 06463 42.06 42.06 16 47.7 2 2.157 8 0 8 100 0.0272 9.1 0 0.2 06463 06462 42.06 42.06 16.2 63.9 2 2.157 9 0 9 100 0.0467 9.3 0 0.4 06462 06461 42.06 42.06 16.6 80.4 2 2.157 10 0 10 100 0.0715 9.8 0 0.7 06461 06383 42.06 42.06 17.2 97.6 2 2.157 1x(us.Tee-Br)=8.77 8.3 8.77 17.08 100 0.1023 10.5 0 1.7 06383 12.2 7Path No: S3115 06465 43.06 42.06 5.6 15.9 15.9 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1187 8.1 0.4 0.5 06465 9 8Path No: S3114 06464 43.06 42.06 5.6 16 16 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.12 8.1 0.4 0.5 06464 9.1 Date 2/5/2026 Page 51Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S3105 06446 43.06 42.06 5.6 16 16 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.12 8.1 0.4 0.5 06446 9.1 10Path No: S3113 06463 43.06 42.06 5.6 16.2 16.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1228 8.4 0.4 0.6 06463 9.3 11Path No: S3112 06462 43.06 42.06 5.6 16.6 16.6 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1282 8.7 0.4 0.6 06462 9.8 12Path No: S3106 06443 43.06 42.06 5.6 16.8 16.8 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1315 9 0.4 0.6 06443 10 13Path No: S3111 06461 43.06 42.06 5.6 17.2 17.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1373 9.4 0.4 0.6 06461 10.5 14Path No: S3108 06455 43.06 42.06 5.6 18.4 18.4 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1554 10.8 0.4 0.7 06455 06454 42.06 42.06 0 18.4 2 2.157 10 0 10 100 0.0046 11.9 0 0.0 06454 06384 42.06 42.06 18.4 36.8 2 2.157 1x(us.Tee-Br)=8.77 1.7 8.77 10.47 100 0.0168 12 0 0.2 06384 12.1 15Path No: S3107 06454 43.06 42.06 5.6 18.4 18.4 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.156 10.8 0.4 0.7 06454 12 Date 2/5/2026 Page 52Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 16Path No: S3109 06470 43.06 42.06 5.6 18.5 18.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1565 10.9 0.4 0.7 06470 06469 42.06 42.06 0 18.5 2 2.157 10 0 10 100 0.0047 12 0 0.0 06469 06383 42.06 42.06 18.5 36.9 2 2.157 1x(us.Tee-Br)=8.77 1.7 8.77 10.47 100 0.0169 12.1 0 0.2 06383 12.2 17Path No: S3110 06469 43.06 42.06 5.6 18.5 18.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1571 10.9 0.4 0.7 06469 12.1 18Path No: H3 0007 -5 -5 100 144.2 8 8.55 1x(elbow.22.5)=7.93 2x(us.45)=31.7 543.84 39.63 583.47 140 0.0001 39.5 0 0.1 0007 0021 -5 -5 -63.5 80.7 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0.0000 39.6 0 0.0 0021 0025 -5 -5 63.5 144.2 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 39.6 0 0.0 0025 39.7 19Path No: 0007 00008 -5 -5 0 63.5 8 8.55 1x(us.45)=15.85 1x(elbow.22.5)=7.93 138.33 23.78 162.1 140 0.0000 39.6 0 0 00008 0021 -5 -5 0 63.5 8 8.55 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 806.44 140.89 947.33 140 0.0000 39.6 0 0.0 0021 39.6 Date 2/5/2026 Page 53Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 * 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 9.48 ft/s occurs in the following pipe(s): (06384-06443) Date 2/5/2026 Page 54Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 31; 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: 31; BFP Ref.: 10142 (AmesC200H, Size = 6); Inlet Node: 4920-I; Outlet Node: 4920-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 2.6 psi @ 279.3 gpm Date 2/5/2026 Page 55Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 31; DPV Ref.: 10146 (DPV-1, Size = 6); Inlet Node: 06372-I; Outlet Node: 06372-O Flow, gpm320550700900100013001500 2000220024003000Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 Pressure Loss Function Design Area: 31; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 4915-I; Outlet Node: 4915-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 279.3 gpm Date 2/5/2026 Page 56Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 31; Valve Ref.: 10140 (BFV-N, Size = 6); Inlet Node: 4917-I; Outlet Node: 4917-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Pressure Loss Function Design Area: 31; Valve Ref.: 10141 (CV-1 FR Check, Size = 6); Inlet Node: 4918-I; Outlet Node: 4918-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 279.3 gpm Date 2/5/2026 Page 57Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 31; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06371-I; Outlet Node: 06371-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 58Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Project 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) 12 RESIDENTIAL 700 176.6 Required 57.9 0.1 19 4 100 10.111.5Demand (HW) 13 RESIDENTIAL 640 179 Required 60 0.1 19 4 100 7.911.5Demand (HW) 14 LIGHT HAZARD 1000 263.3 Required 45.2 0.1 16.8 9 100 22.79Demand (HW) 15 RESIDENTIAL 785 192.1 Required 58.6 0.1 25.5 4 100 9.320.7Demand (HW) 16 LIGHT HAZARD 1000 207 Required 43.7 0.1 16.8 6 100 24.39Demand (HW) 33 RESIDENTIAL 600 160.5 Required 46.5 0.1 15 4 100 21.47.2Demand (HW) Date 2/5/2026 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 12 BLDG 3 4TH FLOOR RESIDENTIAL 0.1 700 190 4 0 100 176.6 57.9 Wet 13321.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 12 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 12 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 67.9 176.6 57.9 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) 76.6 0 0 76.6 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 57.9 176.6 N/A Sprinklers Other Date 2/5/2026 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 12 Flow, gpmPressure, psi90 80 70 60 50 40 30 20 10 0 S1 S2 63.573 D1 D2 67.9 psi @ 176.6 gpm Supply System Demand Available At Source 0 500600700800 900 10001100 1200 1300 1400 1500 1600 1700 1800 Date 2/5/2026 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 12 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 68Supply point #1 - Static 1704S2 64Supply point #2 - Residual 0D1 19.7Elevation Pressure 176.6D2 57.9System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 200.4Supply67.9 10.1 176.6 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type S1202 5.6 0.1 16 8.2 0.12 11.819.2160Overhead Sprinkler S1203 5.6 0.1 19 11.5 0.102 11.919.3190Overhead Sprinkler S1200 5.6 0.1 16 8.2 0.119 11.519160Overhead Sprinkler S1201 5.6 0.1 19 11.5 0.1 11.519190Overhead Sprinkler Date 2/5/2026 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S1201 40.55 Overhead Sprinkler HEAD 5.6 Open 19 0 190 0.1 11.5 -19.7 11.5 19 S1203 40.55 Overhead Sprinkler HEAD 5.6 Open 19.3 0.3 190 0.102 11.9 -19.7 11.5 19 S1200 40.55 Overhead Sprinkler HEAD 5.6 Open 19 3 160 0.119 11.5 -19.7 8.2 16 S1202 40.55 Overhead Sprinkler HEAD 5.6 Open 19.2 3.2 160 0.12 11.8 -19.7 8.2 16 08250 40.55 Node NODE 12.2 -19.7 08255 40.55 Node NODE 12.2 -19.7 08247 31.31 Node NODE 22.3 -15.7 08246 31.31 Node NODE 30.3 -15.7 08243 31.31 Node NODE 33.2 -15.7 06725 31.31 Node NODE 34.7 -15.7 06729-O 31.31 Node NODE 34.9 -15.7 06683-O 31.31 Node NODE 35.3 -15.7 06729-I 31.31 Node NODE 35.3 -15.7 06730-O 31.31 Node NODE 35.3 -15.7 06730-I 31.31 Node NODE 35.4 -15.7 06683-I 31.31 Node NODE 35.5 -15.7 06682-O 31.31 Node NODE 35.5 -15.7 06731 31.31 Node NODE 35.5 -15.7 06682-I 31.31 Node NODE 35.5 -15.7 06675 31.31 Node NODE 35.6 -15.7 06595-O 10 Node NODE 44.8 -6.5 06595-I 10 Node NODE 44.8 -6.5 06671-O 10 Node NODE 44.8 -6.5 06671-I 10 Node NODE 44.8 -6.5 06593 10 Node NODE 44.8 -6.5 Date 2/5/2026 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06592 10 Node NODE 44.9 -6.5 06589-O 7.61 Node NODE 45.9 -5.5 06589-I 6.65 Node NODE 46.4 -5 06588-O 5.49 Node NODE 46.9 -4.5 06588-I 5 Node NODE 47.1 -4.3 06207-O 3.5 Node NODE 47.8 -3.7 06207-I 3.5 Node NODE 54 -3.7 06206 3.5 Node NODE 54 -3.7 06204-O -5 Node NODE 57.7 0 06204-I -5 Node NODE 57.8 0 H2 -5 Outside Hose HOSE 100 57.8 0 100 0007 -5 Node NODE 57.8 0 0021 -5 Node NODE 57.8 0 0025 -5 Node NODE 57.8 0 0030 -5 Node NODE 57.8 0 W1 -5 Supply SUPPLY -176.6 57.9 0 Date 2/5/2026 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1201 08250 40.55 40.55 5.6 19 19 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 1.4 10 11.4 150 0.0616 11.5 0 0.7 08250 08247 40.55 31.31 19 38 1 1.101 1x(BM.Tee-Run)=1 2x(BM.90)=10 16.35 11 27.35 150 0.2227 12.2 4 6.1 08247 08246 31.31 31.31 38.5 76.6 1 1.101 1x(BM.Tee-Run)=1 8.86 1 9.86 150 0.8141 22.3 0 8 08246 08243 31.31 31.31 0 76.6 1.5 1.598 2x(BM.Tee-Run)=2 1x(BM.90)=8 11.63 10 21.63 150 0.1327 30.3 0 2.9 08243 06725 31.31 31.31 0 76.6 2 2.003 1x(us.Tee-Br)=12.96 1x(BM.Tee-Br)=10 10.66 22.96 33.62 150 0.0442 33.2 0 1.5 06725 06729-O 31.31 31.31 -27.5 49 2.5 2.635 3x(us.90)=24.71 7.49 24.71 32.2 120 0.0077 34.7 0 0.2 06729-O 06729-I 31.31 31.31 0 49 2.5 0 0.67 0 0.67 0.5313 34.9 0 0.4 CV-1 FR Check *** 06729-I 06730-O 31.31 31.31 0 49 2.5 2.635 0.5 0 0.5 120 0.0077 35.3 0 0 06730-O 06730-I 31.31 31.31 0 49 2.5 0 0.32 0 0.32 0.1945 35.3 0 0.1 BFV-N *** 06730-I 06731 31.31 31.31 0 49 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.0077 35.4 0 0.1 06731 06595-O 31.31 10 0 49 4 4.26 1x(us.Tee-Br)=26.33 22.88 26.33 49.22 120 0.0007 35.5 9.2 0.0 06595-O 06595-I 10 10 0 49 4 0 0.38 0 0.38 0.0365 44.8 0 0.0 BFV-N *** 06595-I 06593 10 10 0 49 4 4.26 1x(us.90)=13.17 69.76 13.17 82.93 120 0.0007 44.8 0 0.1 06593 06592 10 10 0 49 6 6.357 1x(us.Tee-Br)=37.72 41.27 37.72 78.99 120 0.0001 44.8 0 0 06592 06589-O 10 7.61 27.5 76.6 6 6.357 2x(us.90)=35.21 30.02 35.21 65.23 120 0.0002 44.9 1 0.0 06589-O 06589-I 7.61 6.65 0 76.6 6 0 0.96 0 0.96 0.0553 45.9 0.4 0.1 CV-1 FR Check *** Date 2/5/2026 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06589-I 06588-O 6.65 5.49 0 76.6 6 6.357 1.16 0 1.16 120 0.0002 46.4 0.5 0 06588-O 06588-I 5.49 5 0 76.6 6 0 0.49 0 0.49 0.0084 46.9 0.2 0 BFV-N *** 06588-I 06207-O 5 3.5 0 76.6 6 6.357 1x(us.Tee-Br)=37.72 4.33 37.72 42.05 120 0.0002 47.1 0.6 0.0 06207-O 06207-I 3.5 3.5 0 76.6 6 0 0.5 0 0.5 12.521 47.8 0 6.3 AmesC200H *** 06207-I 06206 3.5 3.5 0 76.6 6 6.357 1x(us.90)=17.6 1.48 17.6 19.08 120 0.0002 54 0 0 06206 06204-O 3.5 -5 0 76.6 6 6.4 1x(us.90)=24.19 19.48 24.19 43.68 140 0.0002 54 3.7 0 06204-O 06204-I -5 -5 0 76.6 6 0 0.88 0 0.88 0.0606 57.7 0 0.1 CV-1 FR Check *** 06204-I H2 -5 -5 0 76.6 6 6.4 1x(us.Tee-Br)=51.84 6.05 51.84 57.89 140 0.0002 57.8 0 0.0 H2 0021 -5 -5 100 94.1 8 8.55 1x(us.Tee-Br)=61.64 287.68 61.64 349.32 140 0.0001 57.8 0 0.0 0021 0025 -5 -5 20.3 114.4 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 57.8 0 0.0 0025 0030 -5 -5 62.2 176.6 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 57.8 0 0.0 0030 W1 -5 -5 0 176.6 6 6.4 12.74 0 12.74 140 0.0008 57.8 0 0.0 W1 57.9 2Path No: S1203 08255 40.55 40.55 5.6 19.3 19.3 1 1.101 1x(BM.Tee-Br)=5 0.22 5 5.22 150 0.0636 11.9 0 0.3 08255 08247 40.55 31.31 19.2 38.5 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 11.55 15 26.55 150 0.2284 12.2 4 6.1 08247 22.3 Date 2/5/2026 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1200 08250 40.55 40.55 5.6 19 19 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 1.08 10 11.08 150 0.0617 11.5 0 0.7 08250 12.2 4Path No: S1202 08255 40.55 40.55 5.6 19.2 19.2 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 1.39 6 7.39 150 0.0629 11.8 0 0.5 08255 12.2 5Path No: H2 0007 -5 -5 100 82.5 8 8.55 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 2x(us.45)=31.7 261.18 101.26 362.44 140 0.0000 57.8 0 0.0 0007 0025 -5 -5 -20.3 62.2 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 0.0000 57.8 0 0.0 0025 57.8 6Path No: 06725 06683-O 31.31 31.31 0 27.5 2.5 2.635 3x(us.90)=24.71 200.84 24.71 225.55 120 0.0026 34.7 0 0.6 06683-O 06683-I 31.31 31.31 0 27.5 2.5 0 0.67 0 0.67 0.3004 35.3 0 0.2 CV-1 FR Check *** 06683-I 06682-O 31.31 31.31 0 27.5 2.5 2.635 0.5 0 0.5 120 0.0026 35.5 0 0 06682-O 06682-I 31.31 31.31 0 27.5 2.5 0 0.32 0 0.32 0.0776 35.5 0 0.0 BFV-N *** 06682-I 06675 31.31 31.31 0 27.5 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0026 35.5 0 0.0 06675 06671-O 31.31 10 0 27.5 4 4.26 1x(us.Tee-Br)=26.33 22.98 26.33 49.31 120 0.0003 35.6 9.2 0.0 06671-O 06671-I 10 10 0 27.5 4 0 0.38 0 0.38 0.0195 44.8 0 0 BFV-N *** 06671-I 06592 10 10 0 27.5 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 92.7 39.5 132.2 120 0.0003 44.8 0 0.0 06592 44.9 Date 2/5/2026 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 7Path No: 0007 0021 -5 -5 0 20.3 8 8.55 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 944.76 164.66 1109.4 3 140 0 57.8 0 0 0021 57.8 * 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 25.8 ft/s occurs in the following pipe(s): (08246-08247) Date 2/5/2026 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 12; 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: 12; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 06207-I; Outlet Node: 06207-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 6.3 psi @ 76.6 gpm Date 2/5/2026 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 12; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 06204-I; Outlet Node: 06204-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 76.6 gpm Pressure Loss Function Design Area: 12; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06588-I; Outlet Node: 06588-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 12; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06589-I; Outlet Node: 06589-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 76.6 gpm Pressure Loss Function Design Area: 12; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06595-I; Outlet Node: 06595-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 12; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06671-I; Outlet Node: 06671-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 12; Valve Ref.: 10153 (BFV-N, Size = 2.5); Inlet Node: 06682-I; Outlet Node: 06682-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 12; Valve Ref.: 10154 (CV-1 FR Check, Size = 2.5); Inlet Node: 06683-I; Outlet Node: 06683-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 27.5 gpm Pressure Loss Function Design Area: 12; Valve Ref.: 10155 (BFV-N, Size = 2.5); Inlet Node: 06730-I; Outlet Node: 06730-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.6110.1 psi @ 49 gpm Date 2/5/2026 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 12; Valve Ref.: 10156 (CV-1 FR Check, Size = 2.5); Inlet Node: 06729-I; Outlet Node: 06729-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.4 psi @ 49 gpm Date 2/5/2026 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 13 BLDG 3 4TH FLOOR RESIDENTIAL 0.1 640 190 4 0 100 179 60 Wet 13320.4 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 13 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 13 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 67.9 179 60 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) 79 0 0 79 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 60 179 N/A Sprinklers Other Date 2/5/2026 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 60 0 0021 -5 Node NODE 60 0 0025 -5 Node NODE 60 0 0030 -5 Node NODE 60 0 06204-I -5 Node NODE 59.9 0 06204-O -5 Node NODE 59.9 0 06206 3.5 Node NODE 56.2 -3.7 06207-I 3.5 Node NODE 56.2 -3.7 06207-O 3.5 Node NODE 49.9 -3.7 06588-I 5 Node NODE 49.3 -4.3 06588-O 5.49 Node NODE 49.1 -4.5 06589-I 6.65 Node NODE 48.6 -5 06589-O 7.61 Node NODE 48.1 -5.5 06592 10 Node NODE 47 -6.5 06593 10 Node NODE 47 -6.5 06595-I 10 Node NODE 47 -6.5 06595-O 10 Node NODE 47 -6.5 06671-I 10 Node NODE 47 -6.5 06671-O 10 Node NODE 47 -6.5 06675 31.31 Node NODE 37.7 -15.7 06682-I 31.31 Node NODE 37.6 -15.7 06682-O 31.31 Node NODE 37.6 -15.7 06683-I 31.31 Node NODE 37.6 -15.7 06683-O 31.31 Node NODE 37.3 -15.7 06709 31.31 Node NODE 36.6 -15.7 Date 2/5/2026 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06729-I 31.31 Node NODE 37.6 -15.7 06729-O 31.31 Node NODE 37.3 -15.7 06730-I 31.31 Node NODE 37.6 -15.7 06730-O 31.31 Node NODE 37.6 -15.7 06731 31.31 Node NODE 37.7 -15.7 08353 31.31 Node NODE 31 -15.7 08356 31.31 Node NODE 17.7 -15.7 08357 31.31 Node NODE 17.1 -15.7 6013 31.31 Node NODE 21.2 -15.7 H2 -5 Outside Hose HOSE 100 60 0 100 S1300 40.55 Overhead Sprinkler HEAD 5.6 Open 19 0 190 0.1 11.5 -19.7 11.5 19 S1301 40.55 Overhead Sprinkler HEAD 5.6 Open 21.8 6.8 150 0.146 15.2 -19.7 7.2 15 S1302 40.55 Overhead Sprinkler HEAD 5.6 Open 19.5 4.5 150 0.13 12.1 -19.7 7.2 15 S1303 40.55 Overhead Sprinkler HEAD 5.6 Open 18.7 3.7 150 0.125 11.1 -19.7 7.2 15 W1 -5 Supply SUPPLY -179 60 0 Date 2/5/2026 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1300 08357 40.55 31.31 5.6 19 19 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 10.13 15 25.13 150 0.0616 11.5 4 1.5 08357 08356 31.31 31.31 18.7 37.7 1 1.101 1x(BM.Tee-Run)=1 1.86 1 2.86 150 0.2191 17.1 0 0.6 08356 6013 31.31 31.31 19.5 57.1 1 1.101 1x(BM.Tee-Run)=1 6.4 1 7.4 150 0.4735 17.7 0 3.5 6013 08353 31.31 31.31 21.8 79 1 1.101 2x(BM.Tee-Run)=2 9.39 2 11.39 150 0.8624 21.2 0 9.8 08353 06709 31.31 31.31 0 79 1.25 1.394 1x(us.Tee-Br)=9.52 11.07 9.52 20.58 150 0.2733 31 0 5.6 06709 06729-O 31.31 31.31 -36.9 42.1 2.5 2.635 3x(us.90)=24.71 81.47 24.71 106.18 120 0.0058 36.6 0 0.6 06729-O 06729-I 31.31 31.31 0 42.1 2.5 0 0.67 0 0.67 0.4576 37.3 0 0.3 CV-1 FR Check *** 06729-I 06730-O 31.31 31.31 0 42.1 2.5 2.635 0.5 0 0.5 120 0.0058 37.6 0 0 06730-O 06730-I 31.31 31.31 0 42.1 2.5 0 0.32 0 0.32 0.1485 37.6 0 0.0 BFV-N *** 06730-I 06731 31.31 31.31 0 42.1 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.0058 37.6 0 0.1 06731 06595-O 31.31 10 0 42.1 4 4.26 1x(us.Tee-Br)=26.33 22.88 26.33 49.22 120 0.0006 37.7 9.2 0.0 06595-O 06595-I 10 10 0 42.1 4 0 0.38 0 0.38 0.0308 47 0 0.0 BFV-N *** 06595-I 06593 10 10 0 42.1 4 4.26 1x(us.90)=13.17 69.76 13.17 82.93 120 0.0006 47 0 0.0 06593 06592 10 10 0 42.1 6 6.357 1x(us.Tee-Br)=37.72 41.27 37.72 78.99 120 0.0001 47 0 0 06592 06589-O 10 7.61 36.9 79 6 6.357 2x(us.90)=35.21 30.02 35.21 65.23 120 0.0003 47 1 0.0 06589-O 06589-I 7.61 6.65 0 79 6 0 0.96 0 0.96 0.0571 48.1 0.4 0.1 CV-1 FR Check *** Date 2/5/2026 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06589-I 06588-O 6.65 5.49 0 79 6 6.357 1.16 0 1.16 120 0.0003 48.6 0.5 0 06588-O 06588-I 5.49 5 0 79 6 0 0.49 0 0.49 0.0087 49.1 0.2 0 BFV-N *** 06588-I 06207-O 5 3.5 0 79 6 6.357 1x(us.Tee-Br)=37.72 4.33 37.72 42.05 120 0.0003 49.3 0.6 0.0 06207-O 06207-I 3.5 3.5 0 79 6 0 0.5 0 0.5 12.5079 49.9 0 6.3 AmesC200H *** 06207-I 06206 3.5 3.5 0 79 6 6.357 1x(us.90)=17.6 1.48 17.6 19.08 120 0.0003 56.2 0 0 06206 06204-O 3.5 -5 0 79 6 6.4 1x(us.90)=24.19 19.48 24.19 43.68 140 0.0002 56.2 3.7 0 06204-O 06204-I -5 -5 0 79 6 0 0.88 0 0.88 0.0625 59.9 0 0.1 CV-1 FR Check *** 06204-I H2 -5 -5 0 79 6 6.4 1x(us.Tee-Br)=51.84 6.05 51.84 57.89 140 0.0002 59.9 0 0.0 H2 0021 -5 -5 100 95.3 8 8.55 1x(us.Tee-Br)=61.64 287.68 61.64 349.32 140 0.0001 60 0 0.0 0021 0025 -5 -5 20.6 116 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 60 0 0.0 0025 0030 -5 -5 63 179 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 60 0 0.0 0030 W1 -5 -5 0 179 6 6.4 12.74 0 12.74 140 0.0008 60 0 0.0 W1 60 2Path No: S1303 08357 40.55 31.31 5.6 18.7 18.7 1 1.101 1x(BM.Tee-Run)=1 3x(BM.90)=15 16.29 16 32.29 150 0.0597 11.1 4 1.9 08357 17.1 Date 2/5/2026 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1302 08356 40.55 31.31 5.6 19.5 19.5 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 10.15 15 25.15 150 0.0644 12.1 4 1.6 08356 17.7 4Path No: S1301 6013 40.55 31.31 5.6 21.8 21.8 1 1.101 2x(BM.Tee-Br)=10 1x(BM.90)=5 9.79 15 24.79 150 0.0798 15.2 4 2 6013 21.2 5Path No: H2 0007 -5 -5 100 83.6 8 8.55 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 2x(us.45)=31.7 261.18 101.26 362.44 140 0.0001 60 0 0.0 0007 0025 -5 -5 -20.6 63 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 0.0000 60 0 0.0 0025 60 6Path No: 06709 06683-O 31.31 31.31 0 36.9 2.5 2.635 3x(us.90)=24.71 126.86 24.71 151.58 120 0.0045 36.6 0 0.7 06683-O 06683-I 31.31 31.31 0 36.9 2.5 0 0.67 0 0.67 0.4012 37.3 0 0.3 CV-1 FR Check *** 06683-I 06682-O 31.31 31.31 0 36.9 2.5 2.635 0.5 0 0.5 120 0.0045 37.6 0 0 06682-O 06682-I 31.31 31.31 0 36.9 2.5 0 0.32 0 0.32 0.1193 37.6 0 0.0 BFV-N *** 06682-I 06675 31.31 31.31 0 36.9 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0045 37.6 0 0.1 06675 06671-O 31.31 10 0 36.9 4 4.26 1x(us.Tee-Br)=26.33 22.98 26.33 49.31 120 0.0004 37.7 9.2 0.0 06671-O 06671-I 10 10 0 36.9 4 0 0.38 0 0.38 0.0266 47 0 0.0 BFV-N *** 06671-I 06592 10 10 0 36.9 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 92.7 39.5 132.2 120 0.0004 47 0 0.1 06592 47 Date 2/5/2026 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 7Path No: 0007 0021 -5 -5 0 20.6 8 8.55 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 944.76 164.66 1109.4 3 140 0 60 0 0 0021 60 * 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 26.61 ft/s occurs in the following pipe(s): (08353-6013) Date 2/5/2026 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 13; 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: 13; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 06207-I; Outlet Node: 06207-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 6.3 psi @ 79 gpm Date 2/5/2026 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 13; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 06204-I; Outlet Node: 06204-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 79 gpm Pressure Loss Function Design Area: 13; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06588-I; Outlet Node: 06588-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 13; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06589-I; Outlet Node: 06589-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 79 gpm Pressure Loss Function Design Area: 13; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06595-I; Outlet Node: 06595-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 13; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06671-I; Outlet Node: 06671-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 13; Valve Ref.: 10153 (BFV-N, Size = 2.5); Inlet Node: 06682-I; Outlet Node: 06682-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 13; Valve Ref.: 10154 (CV-1 FR Check, Size = 2.5); Inlet Node: 06683-I; Outlet Node: 06683-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 36.9 gpm Pressure Loss Function Design Area: 13; Valve Ref.: 10155 (BFV-N, Size = 2.5); Inlet Node: 06730-I; Outlet Node: 06730-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 13; Valve Ref.: 10156 (CV-1 FR Check, Size = 2.5); Inlet Node: 06729-I; Outlet Node: 06729-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 42.1 gpm Date 2/5/2026 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 14 BLDG 3 3RD FLOOR CC HEADS LIGHT HAZARD 0.1 1000 168 9 0 100 263.3 45.2 Wet 13321.2 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 2/5/2026 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 14 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 14 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 67.9 263.3 45.2 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) 163.3 0 0 163.3 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 45.2 263.3 N/A Sprinklers Other Date 2/5/2026 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 45.1 0 0021 -5 Node NODE 45.1 0 0025 -5 Node NODE 45.1 0 0030 -5 Node NODE 45.2 0 06204-I -5 Node NODE 45 0 06204-O -5 Node NODE 44.9 0 06206 3.5 Node NODE 41.2 -3.7 06207-I 3.5 Node NODE 41.1 -3.7 06207-O 3.5 Node NODE 37.5 -3.7 06588-I 5 Node NODE 36.8 -4.3 06588-O 5.49 Node NODE 36.6 -4.5 06589-I 6.65 Node NODE 36.1 -5 06589-O 7.61 Node NODE 35.6 -5.5 06592 10 Node NODE 34.5 -6.5 06593 10 Node NODE 34.4 -6.5 06595-I 10 Node NODE 34.3 -6.5 06595-O 10 Node NODE 34.2 -6.5 06671-I 10 Node NODE 34.2 -6.5 06671-O 10 Node NODE 34.2 -6.5 06674 30.9 Node NODE 25.1 -15.6 06732 30.9 Node NODE 25.1 -15.6 07464-I 30.9 Node NODE 24.7 -15.6 07464-O 30.9 Node NODE 24.5 -15.6 07465-I 30.9 Node NODE 24.5 -15.6 07465-O 30.9 Node NODE 23.9 -15.6 Date 2/5/2026 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 07489 30.9 Node NODE 21.7 -15.6 07492 30.9 Node NODE 21.6 -15.6 07496 30.9 Node NODE 21.7 -15.6 07526-I 30.9 Node NODE 24.6 -15.6 07526-O 30.9 Node NODE 24.1 -15.6 07527-I 30.9 Node NODE 24.8 -15.6 07527-O 30.9 Node NODE 24.6 -15.6 07870 30.9 Node NODE 13.6 -15.6 07873 30.9 Node NODE 10.9 -15.6 07914 30.9 Node NODE 13.5 -15.6 07918 30.9 Node NODE 10.2 -15.6 07919 30.9 Node NODE 10.3 -15.6 07944 30.9 Node NODE 12.8 -15.6 07948 30.9 Node NODE 10.3 -15.6 07954 30.9 Node NODE 9.5 -15.6 07958 30.9 Node NODE 11 -15.6 H2 -5 Outside Hose HOSE 100 45 0 100 S1400 31.56 Overhead Sprinkler HEAD 5.6 Open 16.8 0 168 0.1 9 -15.8 9 16.8 S1401 31.56 Overhead Sprinkler HEAD 5.6 Open 17.2 0.4 168 0.102 9.4 -15.8 9 16.8 S1402 31.56 Overhead Sprinkler HEAD 5.6 Open 19.2 2.4 168 0.114 11.8 -15.8 9 16.8 S1403 31.56 Overhead Sprinkler HEAD 5.6 Open 17.5 0.7 168 0.104 9.7 -15.8 9 16.8 S1404 31.56 Overhead Sprinkler HEAD 5.6 Open 17.8 1 168 0.106 10.1 -15.8 9 16.8 S1405 31.56 Overhead Sprinkler HEAD 5.6 Open 19.8 3 168 0.118 12.5 -15.8 9 16.8 S1406 31.56 Overhead Sprinkler HEAD 5.6 Open 17.7 4.5 132 0.134 10 -15.8 7 13.2 S1407 31.56 Overhead Sprinkler HEAD 5.6 Open 19.9 6.7 132 0.151 12.6 -15.8 7 13.2 Date 2/5/2026 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S1408 31.56 Overhead Sprinkler HEAD 5.6 Open 17.4 4.2 132 0.132 9.6 -15.8 7 13.2 W1 -5 Supply SUPPLY -263.3 45.2 0 Date 2/5/2026 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1400 07954 31.56 30.9 5.6 16.8 16.8 1 1.049 1x(us.90)=2 0.67 2 2.67 120 0.0939 9 0.3 0.3 07954 07948 30.9 30.9 0 16.8 1 1.101 3x(BM.Tee-Run)=3 12 3 15 150 0.0491 9.5 0 0.7 07948 07944 30.9 30.9 17.2 34 1 1.101 3x(BM.Tee-Run)=3 10.79 3 13.79 150 0.181 10.3 0 2.5 07944 07489 30.9 30.9 19.2 53.2 1 1.101 2x(BM.Tee-Run)=2 1x(us.Tee-Br)=9.56 9.94 11.56 21.5 150 0.4153 12.8 0 8.9 07489 07465-O 30.9 30.9 32.6 85.8 2.5 2.635 3x(us.90)=24.71 76.52 24.71 101.23 120 0.0217 21.7 0 2.2 07465-O 07465-I 30.9 30.9 0 85.8 2.5 0 0.67 0 0.67 0.9126 23.9 0 0.6 CV-1 FR Check *** 07465-I 07464-O 30.9 30.9 0 85.8 2.5 2.635 0.5 0 0.5 120 0.0217 24.5 0 0.0 07464-O 07464-I 30.9 30.9 0 85.8 2.5 0 0.32 0 0.32 0.5938 24.5 0 0.2 BFV-N *** 07464-I 06732 30.9 30.9 0 85.8 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0217 24.7 0 0.4 06732 06595-O 30.9 10 0 85.8 4 4.26 1x(us.Tee-Br)=26.33 22.47 26.33 48.8 120 0.0021 25.1 9.1 0.1 06595-O 06595-I 10 10 0 85.8 4 0 0.38 0 0.38 0.0729 34.2 0 0.0 BFV-N *** 06595-I 06593 10 10 0 85.8 4 4.26 1x(us.90)=13.17 69.76 13.17 82.93 120 0.0021 34.3 0 0.2 06593 06592 10 10 0 85.8 6 6.357 1x(us.Tee-Br)=37.72 41.27 37.72 78.99 120 0.0003 34.4 0 0.0 06592 06589-O 10 7.61 77.5 163.3 6 6.357 2x(us.90)=35.21 30.02 35.21 65.23 120 0.001 34.5 1 0.1 06589-O 06589-I 7.61 6.65 0 163.3 6 0 0.96 0 0.96 0.1195 35.6 0.4 0.1 CV-1 FR Check *** 06589-I 06588-O 6.65 5.49 0 163.3 6 6.357 1.16 0 1.16 120 0.001 36.1 0.5 0 Date 2/5/2026 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06588-O 06588-I 5.49 5 0 163.3 6 0 0.49 0 0.49 0.0225 36.6 0.2 0.0 BFV-N *** 06588-I 06207-O 5 3.5 0 163.3 6 6.357 1x(us.Tee-Br)=37.72 4.33 37.72 42.05 120 0.001 36.8 0.6 0.0 06207-O 06207-I 3.5 3.5 0 163.3 6 0 0.5 0 0.5 7.2309 37.5 0 3.6 AmesC200H *** 06207-I 06206 3.5 3.5 0 163.3 6 6.357 1x(us.90)=17.6 1.48 17.6 19.08 120 0.001 41.1 0 0.0 06206 06204-O 3.5 -5 0 163.3 6 6.4 1x(us.90)=24.19 19.48 24.19 43.68 140 0.0007 41.2 3.7 0.0 06204-O 06204-I -5 -5 0 163.3 6 0 0.88 0 0.88 0.1308 44.9 0 0.1 CV-1 FR Check *** 06204-I H2 -5 -5 0 163.3 6 6.4 1x(us.Tee-Br)=51.84 6.05 51.84 57.89 140 0.0007 45 0 0.0 H2 0021 -5 -5 100 140.3 8 8.55 1x(us.Tee-Br)=61.64 287.68 61.64 349.32 140 0.0001 45 0 0.0 0021 0025 -5 -5 30.3 170.6 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0002 45.1 0 0.1 0025 0030 -5 -5 92.7 263.3 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 45.1 0 0.1 0030 W1 -5 -5 0 263.3 6 6.4 12.74 0 12.74 140 0.0017 45.2 0 0.0 W1 45.2 2Path No: S1401 07948 31.56 30.9 5.6 17.2 17.2 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.098 9.4 0.3 0.6 07948 10.3 Date 2/5/2026 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1403 07919 31.56 30.9 5.6 17.5 17.5 1 1.049 1x(us.90)=2 0.67 2 2.67 120 0.1009 9.7 0.3 0.3 07919 07958 30.9 30.9 0 17.5 1 1.101 2x(BM.Tee-Run)=2 12 2 14 150 0.0527 10.3 0 0.7 07958 07914 30.9 30.9 17.8 35.3 1 1.101 1x(BM.Tee-Run)=1 12 1 13 150 0.1941 11 0 2.5 07914 07492 30.9 30.9 19.8 55.1 1 1.101 1x(us.Tee-Br)=9.56 8.73 9.56 18.29 150 0.4431 13.5 0 8.1 07492 07489 30.9 30.9 -22.5 32.6 2.5 2.635 14 0 14 120 0.0036 21.6 0 0.1 07489 21.7 4Path No: S1404 07958 31.56 30.9 5.6 17.8 17.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1049 10.1 0.3 0.6 07958 11 Date 2/5/2026 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1408 07918 31.56 30.9 5.6 17.4 17.4 1 1.049 1x(us.90)=2 0.67 2 2.67 120 0.0999 9.6 0.3 0.3 07918 07873 30.9 30.9 0 17.4 1 1.101 2x(BM.Tee-Run)=2 12 2 14 150 0.0522 10.2 0 0.7 07873 07870 30.9 30.9 17.7 35.1 1 1.101 2x(BM.Tee-Run)=2 12 2 14 150 0.1922 10.9 0 2.7 07870 07496 30.9 30.9 19.9 55 1 1.101 1x(us.Tee-Br)=9.56 8.73 9.56 18.29 150 0.441 13.6 0 8.1 07496 07526-O 30.9 30.9 22.5 77.5 2.5 2.635 3x(us.90)=24.71 107.83 24.71 132.54 120 0.018 21.7 0 2.4 07526-O 07526-I 30.9 30.9 0 77.5 2.5 0 0.67 0 0.67 0.8269 24.1 0 0.6 CV-1 FR Check *** 07526-I 07527-O 30.9 30.9 0 77.5 2.5 2.635 0.5 0 0.5 120 0.018 24.6 0 0 07527-O 07527-I 30.9 30.9 0 77.5 2.5 0 0.32 0 0.32 0.4818 24.6 0 0.2 BFV-N *** 07527-I 06674 30.9 30.9 0 77.5 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.018 24.8 0 0.3 06674 06671-O 30.9 10 0 77.5 4 4.26 1x(us.Tee-Br)=26.33 22.56 26.33 48.9 120 0.0017 25.1 9.1 0.1 06671-O 06671-I 10 10 0 77.5 4 0 0.38 0 0.38 0.0636 34.2 0 0.0 BFV-N *** 06671-I 06592 10 10 0 77.5 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 92.7 39.5 132.2 120 0.0017 34.2 0 0.2 06592 34.5 6Path No: S1402 07944 31.56 30.9 5.6 19.2 19.2 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1206 11.8 0.3 0.7 07944 12.8 7Path No: S1406 07873 31.56 30.9 5.6 17.7 17.7 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1039 10 0.3 0.6 07873 10.9 Date 2/5/2026 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 8Path No: S1405 07914 31.56 30.9 5.6 19.8 19.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1276 12.5 0.3 0.7 07914 13.5 9Path No: S1407 07870 31.56 30.9 5.6 19.9 19.9 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1281 12.6 0.3 0.7 07870 13.6 10Path No: H2 0007 -5 -5 100 123.1 8 8.55 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 2x(us.45)=31.7 261.18 101.26 362.44 140 0.0001 45 0 0.0 0007 0025 -5 -5 -30.3 92.7 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 45.1 0 0.1 0025 45.1 11Path No: 07492 07496 30.9 30.9 0 22.5 2.5 2.635 11 0 11 120 0.0018 21.6 0 0.0 07496 21.7 12Path No: 0007 0021 -5 -5 0 30.3 8 8.55 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 944.76 164.66 1109.4 3 140 0 45.1 0 0 0021 45.1 * 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 18.58 ft/s occurs in the following pipe(s): (07492-07914) Date 2/5/2026 Page 44Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 14; 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: 14; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 06207-I; Outlet Node: 06207-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 3.6 psi @ 163.3 gpm Date 2/5/2026 Page 45Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 14; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 06204-I; Outlet Node: 06204-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 163.3 gpm Pressure Loss Function Design Area: 14; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06588-I; Outlet Node: 06588-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 46Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 14; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06589-I; Outlet Node: 06589-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 163.3 gpm Pressure Loss Function Design Area: 14; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06595-I; Outlet Node: 06595-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 47Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 14; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06671-I; Outlet Node: 06671-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 14; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 07464-I; Outlet Node: 07464-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 0.2 psi @ 85.8 gpm Date 2/5/2026 Page 48Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 14; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 07465-I; Outlet Node: 07465-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.6 psi @ 85.8 gpm Pressure Loss Function Design Area: 14; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 07527-I; Outlet Node: 07527-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 0.2 psi @ 77.5 gpm Date 2/5/2026 Page 49Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 14; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 07526-I; Outlet Node: 07526-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.6 psi @ 77.5 gpm Date 2/5/2026 Page 50Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 15 BLDG 3 3RD FL PENDENT RESIDENTIAL 0.1 785 255 4 0 100 192.1 58.6 Wet 13322.1 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 51Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 15 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 52Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 15 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 67.9 192.1 58.6 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) 92.1 0 0 92.1 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 58.6 192.1 N/A Sprinklers Other Date 2/5/2026 Page 53Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 58.5 0 0021 -5 Node NODE 58.5 0 0025 -5 Node NODE 58.5 0 0030 -5 Node NODE 58.6 0 06204-I -5 Node NODE 58.5 0 06204-O -5 Node NODE 58.4 0 06206 3.5 Node NODE 54.7 -3.7 06207-I 3.5 Node NODE 54.7 -3.7 06207-O 3.5 Node NODE 48.6 -3.7 06588-I 5 Node NODE 47.9 -4.3 06588-O 5.49 Node NODE 47.7 -4.5 06589-I 6.65 Node NODE 47.2 -5 06589-O 7.61 Node NODE 46.7 -5.5 06592 10 Node NODE 45.6 -6.5 06593 10 Node NODE 45.6 -6.5 06595-I 10 Node NODE 45.5 -6.5 06595-O 10 Node NODE 45.5 -6.5 06671-I 10 Node NODE 45.6 -6.5 06671-O 10 Node NODE 45.6 -6.5 06674 30.9 Node NODE 36.5 -15.6 06732 30.9 Node NODE 36.4 -15.6 07464-I 30.9 Node NODE 36.2 -15.6 07464-O 30.9 Node NODE 36.1 -15.6 07465-I 30.9 Node NODE 36.1 -15.6 07465-O 30.9 Node NODE 35.7 -15.6 Date 2/5/2026 Page 54Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 07470 30.9 Node NODE 35.4 -15.6 07526-I 30.9 Node NODE 36.4 -15.6 07526-O 30.9 Node NODE 36.2 -15.6 07527-I 30.9 Node NODE 36.5 -15.6 07527-O 30.9 Node NODE 36.4 -15.6 08156 30.9 Node NODE 33.1 -15.6 08182 30.9 Node NODE 19.8 -15.6 08185 30.9 Node NODE 14 -15.6 08188 30.9 Node NODE 12.5 -15.6 08189 30.9 Node NODE 13.4 -15.6 08191 30.9 Node NODE 18.9 -15.6 5854 30.9 Node NODE 15.3 -15.6 5856 30.9 Node NODE 14.2 -15.6 H2 -5 Outside Hose HOSE 100 58.5 0 100 S1500 21.31 Overhead Sprinkler HEAD 5.6 Open 21.7 2.7 190 0.114 14.9 -11.4 11.5 19 S1501 21.31 Overhead Sprinkler HEAD 5.6 Open 25.5 0 255 0.1 20.7 -11.4 20.7 25.5 S1502 21.31 Overhead Sprinkler HEAD 5.6 Open 22.2 3.2 190 0.117 15.7 -11.4 11.5 19 S1503 21.31 Overhead Sprinkler HEAD 5.6 Open 22.7 7.7 150 0.152 16.5 -11.4 7.2 15 W1 -5 Supply SUPPLY -192.1 58.6 0 Date 2/5/2026 Page 55Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1501 08191 21.31 30.9 5.6 25.5 25.5 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.2033 20.7 -4.2 2.4 08191 08182 30.9 30.9 0 25.5 1 1.101 1x(BM.Tee-Br)=5 3.13 5 8.13 150 0.1063 18.9 0 0.9 08182 08156 30.9 30.9 66.6 92.1 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 5.58 6 11.58 150 1.1458 19.8 0 13.3 08156 07470 30.9 30.9 0 92.1 2 2.003 1x(us.Tee-Br)=12.96 1x(BM.90)=10 13.97 22.96 36.93 150 0.0621 33.1 0 2.3 07470 07465-O 30.9 30.9 -32.7 59.3 2.5 2.635 3x(us.90)=24.71 7.18 24.71 31.89 120 0.011 35.4 0 0.3 07465-O 07465-I 30.9 30.9 0 59.3 2.5 0 0.67 0 0.67 0.6396 35.7 0 0.4 CV-1 FR Check *** 07465-I 07464-O 30.9 30.9 0 59.3 2.5 2.635 0.5 0 0.5 120 0.011 36.1 0 0 07464-O 07464-I 30.9 30.9 0 59.3 2.5 0 0.32 0 0.32 0.2803 36.1 0 0.1 BFV-N *** 07464-I 06732 30.9 30.9 0 59.3 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.011 36.2 0 0.2 06732 06595-O 30.9 10 0 59.3 4 4.26 1x(us.Tee-Br)=26.33 22.47 26.33 48.8 120 0.0011 36.4 9.1 0.1 06595-O 06595-I 10 10 0 59.3 4 0 0.38 0 0.38 0.0455 45.5 0 0.0 BFV-N *** 06595-I 06593 10 10 0 59.3 4 4.26 1x(us.90)=13.17 69.76 13.17 82.93 120 0.0011 45.5 0 0.1 06593 06592 10 10 0 59.3 6 6.357 1x(us.Tee-Br)=37.72 41.27 37.72 78.99 120 0.0002 45.6 0 0.0 06592 06589-O 10 7.61 32.7 92.1 6 6.357 2x(us.90)=35.21 30.02 35.21 65.23 120 0.0003 45.6 1 0.0 06589-O 06589-I 7.61 6.65 0 92.1 6 0 0.96 0 0.96 0.0666 46.7 0.4 0.1 CV-1 FR Check *** 06589-I 06588-O 6.65 5.49 0 92.1 6 6.357 1.16 0 1.16 120 0.0003 47.2 0.5 0 Date 2/5/2026 Page 56Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06588-O 06588-I 5.49 5 0 92.1 6 0 0.49 0 0.49 0.0105 47.7 0.2 0 BFV-N *** 06588-I 06207-O 5 3.5 0 92.1 6 6.357 1x(us.Tee-Br)=37.72 4.33 37.72 42.05 120 0.0003 47.9 0.6 0.0 06207-O 06207-I 3.5 3.5 0 92.1 6 0 0.5 0 0.5 12.2793 48.6 0 6.1 AmesC200H *** 06207-I 06206 3.5 3.5 0 92.1 6 6.357 1x(us.90)=17.6 1.48 17.6 19.08 120 0.0003 54.7 0 0 06206 06204-O 3.5 -5 0 92.1 6 6.4 1x(us.90)=24.19 19.48 24.19 43.68 140 0.0002 54.7 3.7 0.0 06204-O 06204-I -5 -5 0 92.1 6 0 0.88 0 0.88 0.073 58.4 0 0.1 CV-1 FR Check *** 06204-I H2 -5 -5 0 92.1 6 6.4 1x(us.Tee-Br)=51.84 6.05 51.84 57.89 140 0.0002 58.5 0 0.0 H2 0021 -5 -5 100 102.3 8 8.55 1x(us.Tee-Br)=61.64 287.68 61.64 349.32 140 0.0001 58.5 0 0.0 0021 0025 -5 -5 22.1 124.4 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 58.5 0 0.0 0025 0030 -5 -5 67.6 192.1 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 58.5 0 0.0 0030 W1 -5 -5 0 192.1 6 6.4 12.74 0 12.74 140 0.001 58.6 0 0.0 W1 58.6 Date 2/5/2026 Page 57Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1500 08188 21.31 30.9 5.6 21.7 21.7 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.1502 14.9 -4.2 1.7 08188 08185 30.9 30.9 0 21.7 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 12.86 6 18.86 150 0.0785 12.5 0 1.5 08185 5854 30.9 30.9 22.2 43.8 1 1.101 1x(BM.Tee-Run)=1 3.34 1 4.34 150 0.29 14 0 1.3 5854 08182 30.9 30.9 22.7 66.6 1 1.101 1x(BM.Tee-Run)=1 6.2 1 7.2 150 0.6285 15.3 0 4.5 08182 19.8 3Path No: S1502 08189 21.31 30.9 5.6 22.2 22.2 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.1573 15.7 -4.2 1.8 08189 08185 30.9 30.9 0 22.2 1 1.101 1x(BM.Tee-Br)=5 2.77 5 7.77 150 0.0822 13.4 0 0.6 08185 14 4Path No: S1503 5856 21.31 30.9 5.6 22.7 22.7 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.1643 16.5 -4.2 1.9 5856 5854 30.9 30.9 0 22.7 1 1.101 1x(BM.Tee-Br)=5 7.23 5 12.23 150 0.0859 14.2 0 1.1 5854 15.3 5Path No: H2 0007 -5 -5 100 89.8 8 8.55 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 2x(us.45)=31.7 261.18 101.26 362.44 140 0.0001 58.5 0 0.0 0007 0025 -5 -5 -22.1 67.6 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 0.0000 58.5 0 0.0 0025 58.5 Date 2/5/2026 Page 58Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 07470 07526-O 30.9 30.9 0 32.7 2.5 2.635 3x(us.90)=24.71 202.16 24.71 226.87 120 0.0036 35.4 0 0.8 07526-O 07526-I 30.9 30.9 0 32.7 2.5 0 0.67 0 0.67 0.3569 36.2 0 0.2 CV-1 FR Check *** 07526-I 07527-O 30.9 30.9 0 32.7 2.5 2.635 0.5 0 0.5 120 0.0036 36.4 0 0 07527-O 07527-I 30.9 30.9 0 32.7 2.5 0 0.32 0 0.32 0.0995 36.4 0 0.0 BFV-N *** 07527-I 06674 30.9 30.9 0 32.7 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.0036 36.5 0 0.1 06674 06671-O 30.9 10 0 32.7 4 4.26 1x(us.Tee-Br)=26.33 22.56 26.33 48.9 120 0.0004 36.5 9.1 0.0 06671-O 06671-I 10 10 0 32.7 4 0 0.38 0 0.38 0.0234 45.6 0 0 BFV-N *** 06671-I 06592 10 10 0 32.7 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 92.7 39.5 132.2 120 0.0004 45.6 0 0.0 06592 45.6 7Path No: 0007 0021 -5 -5 0 22.1 8 8.55 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 944.76 164.66 1109.4 3 140 0 58.5 0 0 0021 58.5 * 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 31.03 ft/s occurs in the following pipe(s): (08156-08182) Date 2/5/2026 Page 59Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 15; 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: 15; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 06207-I; Outlet Node: 06207-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 6.1 psi @ 92.1 gpm Date 2/5/2026 Page 60Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 15; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 06204-I; Outlet Node: 06204-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 92.1 gpm Pressure Loss Function Design Area: 15; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06588-I; Outlet Node: 06588-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 61Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 15; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06589-I; Outlet Node: 06589-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 92.1 gpm Pressure Loss Function Design Area: 15; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06595-I; Outlet Node: 06595-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 62Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 15; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06671-I; Outlet Node: 06671-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 15; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 07464-I; Outlet Node: 07464-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.6110.1 psi @ 59.3 gpm Date 2/5/2026 Page 63Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 15; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 07465-I; Outlet Node: 07465-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.4 psi @ 59.3 gpm Pressure Loss Function Design Area: 15; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 07527-I; Outlet Node: 07527-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 64Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 15; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 07526-I; Outlet Node: 07526-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 32.7 gpm Date 2/5/2026 Page 65Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 16 BLDG 3 3RD FLOOR CC LIGHT HAZARD 0.1 1000 168 6 0 100 207 43.7 Wet 13323.2 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 2/5/2026 Page 66Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 16 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 67Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 16 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 67.9 207 43.7 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) 107 0 0 107 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 43.7 207 N/A Sprinklers Other Date 2/5/2026 Page 68Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 43.6 0 0021 -5 Node NODE 43.6 0 0025 -5 Node NODE 43.6 0 0030 -5 Node NODE 43.6 0 06204-I -5 Node NODE 43.5 0 06204-O -5 Node NODE 43.4 0 06206 3.5 Node NODE 39.7 -3.7 06207-I 3.5 Node NODE 39.7 -3.7 06207-O 3.5 Node NODE 33.9 -3.7 06588-I 5 Node NODE 33.2 -4.3 06588-O 5.49 Node NODE 33 -4.5 06589-I 6.65 Node NODE 32.5 -5 06589-O 7.61 Node NODE 32 -5.5 06592 10 Node NODE 31 -6.5 06593 10 Node NODE 30.9 -6.5 06595-I 10 Node NODE 30.8 -6.5 06595-O 10 Node NODE 30.8 -6.5 06671-I 10 Node NODE 30.9 -6.5 06671-O 10 Node NODE 30.9 -6.5 06674 30.9 Node NODE 21.8 -15.6 06732 30.9 Node NODE 21.7 -15.6 07464-I 30.9 Node NODE 21.4 -15.6 07464-O 30.9 Node NODE 21.3 -15.6 07465-I 30.9 Node NODE 21.3 -15.6 07465-O 30.9 Node NODE 20.8 -15.6 Date 2/5/2026 Page 69Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 07470 30.9 Node NODE 20.3 -15.6 07526-I 30.9 Node NODE 21.7 -15.6 07526-O 30.9 Node NODE 21.4 -15.6 07527-I 30.9 Node NODE 21.7 -15.6 07527-O 30.9 Node NODE 21.7 -15.6 08156 30.9 Node NODE 17.3 -15.6 08157 30.9 Node NODE 17 -15.6 08159 30.9 Node NODE 12.6 -15.6 08162 30.9 Node NODE 10.4 -15.6 08167 30.9 Node NODE 9.8 -15.6 08181 30.9 Node NODE 12.9 -15.6 08184 30.9 Node NODE 10.6 -15.6 08186 30.9 Node NODE 10.1 -15.6 H2 -5 Outside Hose HOSE 100 43.5 0 100 S1600 31.56 Overhead Sprinkler HEAD 5.6 Open 16.8 0 168 0.1 9 -15.8 9 16.8 S1601 31.56 Overhead Sprinkler HEAD 5.6 Open 19.1 2.3 168 0.114 11.6 -15.8 9 16.8 S1602 31.56 Overhead Sprinkler HEAD 5.6 Open 17 0.2 168 0.101 9.2 -15.8 9 16.8 S1603 31.56 Overhead Sprinkler HEAD 5.6 Open 17.5 0.7 168 0.104 9.8 -15.8 9 16.8 S1604 31.56 Overhead Sprinkler HEAD 5.6 Open 19.3 2.5 168 0.115 11.9 -15.8 9 16.8 S1605 31.56 Overhead Sprinkler HEAD 5.6 Open 17.3 0.5 168 0.103 9.6 -15.8 9 16.8 W1 -5 Supply SUPPLY -207 43.7 0 Date 2/5/2026 Page 70Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1600 08167 31.56 30.9 5.6 16.8 16.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.0939 9 0.3 0.5 08167 08162 30.9 30.9 0 16.8 1 1.101 4x(BM.Tee-Run)=4 8 4 12 150 0.0491 9.8 0 0.6 08162 08159 30.9 30.9 17.3 34.1 1 1.101 2x(BM.Tee-Run)=2 10 2 12 150 0.1822 10.4 0 2.2 08159 08157 30.9 30.9 19.1 53.2 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 4.5 6 10.5 150 0.415 12.6 0 4.4 08157 08156 30.9 30.9 0 53.2 2 2.003 1x(BM.Tee-Run)=1 14.67 1 15.67 150 0.0225 17 0 0.4 08156 07470 30.9 30.9 53.8 107 2 2.003 1x(us.Tee-Br)=12.96 1x(BM.90)=10 13.97 22.96 36.93 150 0.0821 17.3 0 3 07470 07465-O 30.9 30.9 -37.8 69.2 2.5 2.635 3x(us.90)=24.71 7.18 24.71 31.89 120 0.0146 20.3 0 0.5 07465-O 07465-I 30.9 30.9 0 69.2 2.5 0 0.67 0 0.67 0.7421 20.8 0 0.5 CV-1 FR Check *** 07465-I 07464-O 30.9 30.9 0 69.2 2.5 2.635 0.5 0 0.5 120 0.0146 21.3 0 0 07464-O 07464-I 30.9 30.9 0 69.2 2.5 0 0.32 0 0.32 0.3822 21.3 0 0.1 BFV-N *** 07464-I 06732 30.9 30.9 0 69.2 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0146 21.4 0 0.3 06732 06595-O 30.9 10 0 69.2 4 4.26 1x(us.Tee-Br)=26.33 22.47 26.33 48.8 120 0.0014 21.7 9.1 0.1 06595-O 06595-I 10 10 0 69.2 4 0 0.38 0 0.38 0.055 30.8 0 0.0 BFV-N *** 06595-I 06593 10 10 0 69.2 4 4.26 1x(us.90)=13.17 69.76 13.17 82.93 120 0.0014 30.8 0 0.1 06593 06592 10 10 0 69.2 6 6.357 1x(us.Tee-Br)=37.72 41.27 37.72 78.99 120 0.0002 30.9 0 0.0 06592 06589-O 10 7.61 37.8 107 6 6.357 2x(us.90)=35.21 30.02 35.21 65.23 120 0.0004 31 1 0.0 Date 2/5/2026 Page 71Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06589-O 06589-I 7.61 6.65 0 107 6 0 0.96 0 0.96 0.0776 32 0.4 0.1 CV-1 FR Check *** 06589-I 06588-O 6.65 5.49 0 107 6 6.357 1.16 0 1.16 120 0.0004 32.5 0.5 0 06588-O 06588-I 5.49 5 0 107 6 0 0.49 0 0.49 0.0126 33 0.2 0 BFV-N *** 06588-I 06207-O 5 3.5 0 107 6 6.357 1x(us.Tee-Br)=37.72 4.33 37.72 42.05 120 0.0004 33.2 0.6 0.0 06207-O 06207-I 3.5 3.5 0 107 6 0 0.5 0 0.5 11.6574 33.9 0 5.8 AmesC200H *** 06207-I 06206 3.5 3.5 0 107 6 6.357 1x(us.90)=17.6 1.48 17.6 19.08 120 0.0004 39.7 0 0 06206 06204-O 3.5 -5 0 107 6 6.4 1x(us.90)=24.19 19.48 24.19 43.68 140 0.0003 39.7 3.7 0.0 06204-O 06204-I -5 -5 0 107 6 0 0.88 0 0.88 0.085 43.4 0 0.1 CV-1 FR Check *** 06204-I H2 -5 -5 0 107 6 6.4 1x(us.Tee-Br)=51.84 6.05 51.84 57.89 140 0.0003 43.5 0 0.0 H2 0021 -5 -5 100 110.3 8 8.55 1x(us.Tee-Br)=61.64 287.68 61.64 349.32 140 0.0001 43.5 0 0.0 0021 0025 -5 -5 23.8 134.1 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 43.6 0 0.0 0025 0030 -5 -5 72.9 207 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 43.6 0 0.0 0030 W1 -5 -5 0 207 6 6.4 12.74 0 12.74 140 0.0011 43.6 0 0.0 W1 43.7 Date 2/5/2026 Page 72Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1602 08186 31.56 30.9 5.6 17 17 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.0962 9.2 0.3 0.5 08186 08184 30.9 30.9 0 17 1 1.101 1x(BM.Tee-Run)=1 10 1 11 150 0.0503 10.1 0 0.6 08184 08181 30.9 30.9 17.5 34.5 1 1.101 2x(BM.Tee-Run)=2 10 2 12 150 0.1862 10.6 0 2.2 08181 08156 30.9 30.9 19.3 53.8 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 4.5 6 10.5 150 0.4238 12.9 0 4.4 08156 17.3 3Path No: S1605 08162 31.56 30.9 5.6 17.3 17.3 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.0993 9.6 0.3 0.6 08162 10.4 4Path No: S1603 08184 31.56 30.9 5.6 17.5 17.5 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1012 9.8 0.3 0.6 08184 10.6 5Path No: S1601 08159 31.56 30.9 5.6 19.1 19.1 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1191 11.6 0.3 0.7 08159 12.6 6Path No: S1604 08181 31.56 30.9 5.6 19.3 19.3 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1214 11.9 0.3 0.7 08181 12.9 7Path No: H2 0007 -5 -5 100 96.7 8 8.55 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 2x(us.45)=31.7 261.18 101.26 362.44 140 0.0001 43.5 0 0.0 0007 0025 -5 -5 -23.8 72.9 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 0.0000 43.6 0 0.0 0025 43.6 Date 2/5/2026 Page 73Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 8Path No: 07470 07526-O 30.9 30.9 0 37.8 2.5 2.635 3x(us.90)=24.71 202.16 24.71 226.87 120 0.0048 20.3 0 1.1 07526-O 07526-I 30.9 30.9 0 37.8 2.5 0 0.67 0 0.67 0.4113 21.4 0 0.3 CV-1 FR Check *** 07526-I 07527-O 30.9 30.9 0 37.8 2.5 2.635 0.5 0 0.5 120 0.0048 21.7 0 0 07527-O 07527-I 30.9 30.9 0 37.8 2.5 0 0.32 0 0.32 0.1242 21.7 0 0.0 BFV-N *** 07527-I 06674 30.9 30.9 0 37.8 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.0048 21.7 0 0.1 06674 06671-O 30.9 10 0 37.8 4 4.26 1x(us.Tee-Br)=26.33 22.56 26.33 48.9 120 0.0005 21.8 9.1 0.0 06671-O 06671-I 10 10 0 37.8 4 0 0.38 0 0.38 0.0273 30.9 0 0.0 BFV-N *** 06671-I 06592 10 10 0 37.8 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 92.7 39.5 132.2 120 0.0005 30.9 0 0.1 06592 31 9Path No: 0007 0021 -5 -5 0 23.8 8 8.55 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 944.76 164.66 1109.4 3 140 0 43.6 0 0 0021 43.6 * 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 18.14 ft/s occurs in the following pipe(s): (08156-08181) Date 2/5/2026 Page 74Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 16; 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: 16; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 06207-I; Outlet Node: 06207-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 5.8 psi @ 107 gpm Date 2/5/2026 Page 75Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 16; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 06204-I; Outlet Node: 06204-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 107 gpm Pressure Loss Function Design Area: 16; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06588-I; Outlet Node: 06588-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 76Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 16; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06589-I; Outlet Node: 06589-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 107 gpm Pressure Loss Function Design Area: 16; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06595-I; Outlet Node: 06595-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 77Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 16; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06671-I; Outlet Node: 06671-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 16; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 07464-I; Outlet Node: 07464-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 0.1 psi @ 69.2 gpm Date 2/5/2026 Page 78Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 16; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 07465-I; Outlet Node: 07465-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.5 psi @ 69.2 gpm Pressure Loss Function Design Area: 16; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 07527-I; Outlet Node: 07527-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 79Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 16; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 07526-I; Outlet Node: 07526-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 37.8 gpm Date 2/5/2026 Page 80Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 33 BLDG 3 3RD FL PENDENT RESIDENTIAL 0.1 600 150 4 0 100 160.5 46.5 Wet 13320 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 81Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 33 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 82Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 33 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 67.9 160.5 46.5 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) 60.5 0 0 60.5 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 46.5 160.5 N/A Sprinklers Other Date 2/5/2026 Page 83Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 46.5 0 0021 -5 Node NODE 46.5 0 0025 -5 Node NODE 46.5 0 0030 -5 Node NODE 46.5 0 06204-I -5 Node NODE 46.4 0 06204-O -5 Node NODE 46.4 0 06206 3.5 Node NODE 42.7 -3.7 06207-I 3.5 Node NODE 42.7 -3.7 06207-O 3.5 Node NODE 36.5 -3.7 06588-I 5 Node NODE 35.9 -4.3 06588-O 5.49 Node NODE 35.6 -4.5 06589-I 6.65 Node NODE 35.1 -5 06589-O 7.61 Node NODE 34.7 -5.5 06592 10 Node NODE 33.6 -6.5 06593 10 Node NODE 33.6 -6.5 06595-I 10 Node NODE 33.6 -6.5 06595-O 10 Node NODE 33.6 -6.5 06671-I 10 Node NODE 33.6 -6.5 06671-O 10 Node NODE 33.6 -6.5 06674 30.9 Node NODE 24.5 -15.6 06732 30.9 Node NODE 24.5 -15.6 07464-I 30.9 Node NODE 24.5 -15.6 07464-O 30.9 Node NODE 24.4 -15.6 07465-I 30.9 Node NODE 24.4 -15.6 07465-O 30.9 Node NODE 24.2 -15.6 Date 2/5/2026 Page 84Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 07496 30.9 Node NODE 23.8 -15.6 07526-I 30.9 Node NODE 24.4 -15.6 07526-O 30.9 Node NODE 24.2 -15.6 07527-I 30.9 Node NODE 24.5 -15.6 07527-O 30.9 Node NODE 24.4 -15.6 5562 30.9 Node NODE 5.5 -15.6 5563 30.9 Node NODE 4.3 -15.6 5564 30.9 Node NODE 3.9 -15.6 5565 30.9 Node NODE 4 -15.6 5566 30.9 Node NODE 4.5 -15.6 5568 30.9 Node NODE 4.1 -15.6 5569 30.9 Node NODE 4.2 -15.6 H2 -5 Outside Hose HOSE 100 46.5 0 100 S3301 21.31 Overhead Sprinkler HEAD 5.6 Open 15 0.0 150 0.1 7.2 -11.4 7.2 15 S3302 21.31 Overhead Sprinkler HEAD 5.6 Open 15.3 0.3 150 0.102 7.5 -11.4 7.2 15 S3303 21.31 Overhead Sprinkler HEAD 5.6 Open 15.1 0.1 150 0.101 7.3 -11.4 7.2 15 S3300 21.31 Overhead Sprinkler HEAD 5.6 Open 15.1 0.1 150 0.1 7.2 -11.4 7.2 15 W1 -5 Supply SUPPLY -160.5 46.5 0 Date 2/5/2026 Page 85Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S3301 5564 21.31 30.9 5.6 15 15 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.0764 7.2 -4.2 0.9 5564 5563 30.9 30.9 0 15 1 1.101 1x(BM.Tee-Br)=5 4.52 5 9.52 150 0.0399 3.9 0 0.4 5563 5562 30.9 30.9 15.1 30.1 1 1.101 1x(BM.Tee-Run)=1 7.46 1 8.46 150 0.1444 4.3 0 1.2 5562 07496 30.9 30.9 30.4 60.5 1 1.101 2x(BM.Tee-Run)=2 1x(us.Tee-Br)=9.56 23.11 11.56 34.67 150 0.527 5.5 0 18.3 07496 07465-O 30.9 30.9 -29.9 30.6 2.5 2.635 3x(us.90)=24.71 101.52 24.71 126.23 120 0.0032 23.8 0 0.4 07465-O 07465-I 30.9 30.9 0 30.6 2.5 0 0.67 0 0.67 0.3342 24.2 0 0.2 CV-1 FR Check *** 07465-I 07464-O 30.9 30.9 0 30.6 2.5 2.635 0.5 0 0.5 120 0.0032 24.4 0 0 07464-O 07464-I 30.9 30.9 0 30.6 2.5 0 0.32 0 0.32 0.0902 24.4 0 0.0 BFV-N *** 07464-I 06732 30.9 30.9 0 30.6 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0032 24.5 0 0.1 06732 06595-O 30.9 10 0 30.6 4 4.26 1x(us.Tee-Br)=26.33 22.47 26.33 48.8 120 0.0003 24.5 9.1 0.0 06595-O 06595-I 10 10 0 30.6 4 0 0.38 0 0.38 0.0218 33.6 0 0 BFV-N *** 06595-I 06593 10 10 0 30.6 4 4.26 1x(us.90)=13.17 69.76 13.17 82.93 120 0.0003 33.6 0 0.0 06593 06592 10 10 0 30.6 6 6.357 1x(us.Tee-Br)=37.72 41.27 37.72 78.99 120 0.0000 33.6 0 0 06592 06589-O 10 7.61 29.9 60.5 6 6.357 2x(us.90)=35.21 30.02 35.21 65.23 120 0.0002 33.6 1 0.0 06589-O 06589-I 7.61 6.65 0 60.5 6 0 0.96 0 0.96 0.0437 34.7 0.4 0.0 CV-1 FR Check *** 06589-I 06588-O 6.65 5.49 0 60.5 6 6.357 1.16 0 1.16 120 0.0002 35.1 0.5 0 Date 2/5/2026 Page 86Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06588-O 06588-I 5.49 5 0 60.5 6 0 0.49 0 0.49 0.0065 35.6 0.2 0 BFV-N *** 06588-I 06207-O 5 3.5 0 60.5 6 6.357 1x(us.Tee-Br)=37.72 4.33 37.72 42.05 120 0.0002 35.9 0.6 0 06207-O 06207-I 3.5 3.5 0 60.5 6 0 0.5 0 0.5 12.4088 36.5 0 6.2 AmesC200H *** 06207-I 06206 3.5 3.5 0 60.5 6 6.357 1x(us.90)=17.6 1.48 17.6 19.08 120 0.0002 42.7 0 0 06206 06204-O 3.5 -5 0 60.5 6 6.4 1x(us.90)=24.19 19.48 24.19 43.68 140 0.0001 42.7 3.7 0 06204-O 06204-I -5 -5 0 60.5 6 0 0.88 0 0.88 0.0479 46.4 0 0.0 CV-1 FR Check *** 06204-I H2 -5 -5 0 60.5 6 6.4 1x(us.Tee-Br)=51.84 6.05 51.84 57.89 140 0.0001 46.4 0 0 H2 0021 -5 -5 100 85.5 8 8.55 1x(us.Tee-Br)=61.64 287.68 61.64 349.32 140 0.0001 46.5 0 0.0 0021 0025 -5 -5 18.5 104 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 46.5 0 0.0 0025 0030 -5 -5 56.5 160.5 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 46.5 0 0.0 0030 W1 -5 -5 0 160.5 6 6.4 12.74 0 12.74 140 0.0007 46.5 0 0 W1 46.5 2Path No: S3300 5565 21.31 30.9 5.6 15.1 15.1 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.0767 7.2 -4.2 0.9 5565 5563 30.9 30.9 0 15.1 1 1.101 1x(BM.Tee-Br)=5 3.48 5 8.48 150 0.0401 4 0 0.3 5563 4.3 Date 2/5/2026 Page 87Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S3303 5568 21.31 30.9 5.6 15.1 15.1 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.0775 7.3 -4.2 0.9 5568 5566 30.9 30.9 0 15.1 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 4.28 6 10.28 150 0.0405 4.1 0 0.4 5566 5562 30.9 30.9 15.3 30.4 1 1.101 1x(BM.Tee-Br)=5 2.17 5 7.17 150 0.1476 4.5 0 1.1 5562 5.5 4Path No: S3302 5569 21.31 30.9 5.6 15.3 15.3 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.079 7.5 -4.2 0.9 5569 5566 30.9 30.9 0 15.3 1 1.101 1x(BM.Tee-Br)=5 0.97 5 5.97 150 0.0413 4.2 0 0.2 5566 4.5 5Path No: H2 0007 -5 -5 100 75 8 8.55 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 2x(us.45)=31.7 261.18 101.26 362.44 140 0.0000 46.5 0 0.0 0007 0025 -5 -5 -18.5 56.5 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 0.0000 46.5 0 0.0 0025 46.5 Date 2/5/2026 Page 88Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 07496 07526-O 30.9 30.9 0 29.9 2.5 2.635 3x(us.90)=24.71 107.83 24.71 132.54 120 0.0031 23.8 0 0.4 07526-O 07526-I 30.9 30.9 0 29.9 2.5 0 0.67 0 0.67 0.326 24.2 0 0.2 CV-1 FR Check *** 07526-I 07527-O 30.9 30.9 0 29.9 2.5 2.635 0.5 0 0.5 120 0.0031 24.4 0 0 07527-O 07527-I 30.9 30.9 0 29.9 2.5 0 0.32 0 0.32 0.0871 24.4 0 0.0 BFV-N *** 07527-I 06674 30.9 30.9 0 29.9 2.5 2.635 1x(us.Tee-Br)=16.47 0.99 16.47 17.47 120 0.0031 24.5 0 0.1 06674 06671-O 30.9 10 0 29.9 4 4.26 1x(us.Tee-Br)=26.33 22.56 26.33 48.9 120 0.0003 24.5 9.1 0.0 06671-O 06671-I 10 10 0 29.9 4 0 0.38 0 0.38 0.0213 33.6 0 0 BFV-N *** 06671-I 06592 10 10 0 29.9 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 92.7 39.5 132.2 120 0.0003 33.6 0 0.0 06592 33.6 7Path No: 0007 0021 -5 -5 0 18.5 8 8.55 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 944.76 164.66 1109.4 3 140 0 46.5 0 0 0021 46.5 * 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 20.4 ft/s occurs in the following pipe(s): (07496-5562) Date 2/5/2026 Page 89Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 33; 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: 33; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 06207-I; Outlet Node: 06207-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 6.2 psi @ 60.5 gpm Date 2/5/2026 Page 90Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 33; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 06204-I; Outlet Node: 06204-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.0 psi @ 60.5 gpm Pressure Loss Function Design Area: 33; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06588-I; Outlet Node: 06588-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 91Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 33; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06589-I; Outlet Node: 06589-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.0 psi @ 60.5 gpm Pressure Loss Function Design Area: 33; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06595-I; Outlet Node: 06595-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 92Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 33; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06671-I; Outlet Node: 06671-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 33; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 07464-I; Outlet Node: 07464-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 93Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 33; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 07465-I; Outlet Node: 07465-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 30.6 gpm Pressure Loss Function Design Area: 33; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 07527-I; Outlet Node: 07527-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 94Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 33; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 07526-I; Outlet Node: 07526-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 29.9 gpm Date 2/5/2026 Page 95Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Project 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) 21 STANDPIPE 0 768.2 Required 145.2 0 250 3 768.2 3.8100Demand (HW) Date 2/5/2026 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 21 STANDPIPE BLDG 3 STANDPIPE N/A (In-Rack) 0 N/A (In-Rack) 3 768.2 768.2 145.2 Wet 407.5 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for FIRE DEPT CONNECTION W1 3 HOSE VALVE 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 2/5/2026 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 21 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 21 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) 0 150 750 149 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 150 149 750 149 768.2 145.2 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) 768.2 768.2 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 145.2 768.2 N/A Sprinklers Other Date 2/5/2026 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 21 Flow, gpmPressure, psi200 180 160 140 120 100 80 60 40 20 0 S1 S2 148.599 D1 D2 149 psi @ 768.2 gpm Supply System Demand Available At Source 0 300 400 500 600 700 800 900 Date 2/5/2026 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 21 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 150Supply point #1 - Static 750S2 149Supply point #2 - Residual 0D1 18.7Elevation Pressure 768.2D2 145.2System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 780.4Supply148.9 3.8 768.2 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type HV4 0 250 100 0 1002500Standpipe Demand HV5 0 250 100 0 1002500Standpipe Demand HV6 0 250 100 0 115.1268.20Standpipe Demand Date 2/5/2026 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 HV4 44.56 Standpipe Demand SDNODE Open 250 0 100 -18.7 100 250 HV5 44.56 Standpipe Demand SDNODE Open 250 0 100 -18.7 100 250 HV6 35.47 Standpipe Demand SDNODE Open 268.2 18.2 115.1 -14.7 100 250 00742 44.56 Node NODE 108.9 -18.7 00002 35.47 Node NODE 122.1 -14.7 06671-O 10 Node NODE 128 -3.7 06671-I 10 Node NODE 128.7 -3.7 06595-O 10 Node NODE 134.1 -3.7 06595-I 10 Node NODE 134.3 -3.7 06593 10 Node NODE 135.7 -3.7 06592 10 Node NODE 135.9 -3.7 06589-O 7.61 Node NODE 138.1 -2.6 06589-I 6.65 Node NODE 139.2 -2.2 06588-O 5.49 Node NODE 139.7 -1.7 06588-I 5 Node NODE 140.2 -1.5 W1 1.5 Supply SUPPLY -768.2 145.2 0 Date 2/5/2026 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: HV4 00742 44.56 44.56 250 250 2.5 2.635 1x(us.Tee-Br)=16.47 1x(us.90)=8.24 31.65 24.71 56.36 120 0.1571 100 0 8.9 00742 06671-O 44.56 10 250 500 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 36.67 39.5 76.17 120 0.0547 108.9 15 4.2 06671-O 06671-I 10 10 0 500 4 0 0.38 0 0.38 1.8352 128 0 0.7 BFV-N *** 06671-I 06592 10 10 0 500 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 92.7 39.5 132.2 120 0.0547 128.7 0 7.2 06592 06589-O 10 7.61 268.2 768.2 6 6.357 2x(us.90)=35.21 30.02 35.21 65.23 120 0.0172 135.9 1 1.1 06589-O 06589-I 7.61 6.65 0 768.2 6 0 0.96 0 0.96 0.7346 138.1 0.4 0.7 CV-1 FR Check *** 06589-I 06588-O 6.65 5.49 0 768.2 6 6.357 1.16 0 1.16 120 0.0172 139.2 0.5 0.0 06588-O 06588-I 5.49 5 0 768.2 6 0 0.49 0 0.49 0.4691 139.7 0.2 0.2 BFV-N *** 06588-I W1 5 1.5 0 768.2 6 6.357 4x(us.90)=70.41 2x(us.Tee-Br)=75.44 56.93 145.85 202.78 120 0.0172 140.2 1.5 3.5 W1 145.2 2Path No: HV5 00742 44.56 44.56 250 250 2.5 2.635 1x(us.Tee-Br)=16.47 1x(us.90)=8.24 31.63 24.71 56.34 120 0.1571 100 0 8.9 00742 108.9 Date 2/5/2026 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: HV6 00002 35.47 35.47 268.2 268.2 2.5 2.635 1x(us.90)=8.24 31 8.24 39.24 120 0.179 115.1 0 7 00002 06595-O 35.47 10 0 268.2 4 4.26 1x(us.Tee-Br)=26.33 27.04 26.33 53.37 120 0.0173 122.1 11 0.9 06595-O 06595-I 10 10 0 268.2 4 0 0.38 0 0.38 0.5264 134.1 0 0.2 BFV-N *** 06595-I 06593 10 10 0 268.2 4 4.26 1x(us.90)=13.17 69.76 13.17 82.93 120 0.0173 134.3 0 1.4 06593 06592 10 10 0 268.2 6 6.357 1x(us.Tee-Br)=37.72 41.27 37.72 78.99 120 0.0025 135.7 0 0.2 06592 135.9 * 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 15.78 ft/s occurs in the following pipe(s): (00002-HV6) Date 2/5/2026 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 21; Supply Ref.: W1; Supply Name:W1 Flow, gpm0100200300400500 600700750Pressure, psi170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Pressure Loss Function Design Area: 21; Valve Ref.: 10095 (BFV-N, Size = 4); Inlet Node: 06595-I; Outlet Node: 06595-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 @ 268.2 gpm Date 2/5/2026 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 21; Valve Ref.: 10096 (BFV-N, Size = 4); Inlet Node: 06671-I; Outlet Node: 06671-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 0.7 psi @ 500 gpm Pressure Loss Function Design Area: 21; Valve Ref.: 10109 (BFV-N, Size = 6); Inlet Node: 06588-I; Outlet Node: 06588-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 0.2 psi @ 768.2 gpm Date 2/5/2026 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 21; Valve Ref.: 10110 (CV-1 FR Check, Size = 6); Inlet Node: 06589-I; Outlet Node: 06589-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.7 psi @ 768.2 gpm Date 2/5/2026 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Project 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) 17 LIGHT HAZARD 2250 327.1 Required 57.1 0.1 25 9 100 10.720Demand (HW) 18 LIGHT HAZARD 2250 334.5 Required 55.7 0.1 25 9 100 12.120Demand (HW) 19 LIGHT HAZARD 2250 331.4 Required 55.8 0.1 25 9 100 1220Demand (HW) 20 LIGHT HAZARD 1950 389.5 Required 39.6 0.123 14.8 18 100 28.27Demand (HW) Date 2/5/2026 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 17 BLDG 3 ATTIC SINGLE DIRECTION LIGHT HAZARD 0.1 2250 250 9 0 100 327.1 57.1 Dry 21468.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 9 SD SPKS 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 2/5/2026 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 17 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 17 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 67.8 327.1 57.1 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) 227.1 0 0 227.1 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 57.1 327.1 N/A Sprinklers Other Date 2/5/2026 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 17 Flow, gpmPressure, psi90 80 70 60 50 40 30 20 10 0 S1 S2 63.573 D1 D2 67.8 psi @ 327.1 gpm Supply System Demand Available At Source 0 500600700800 900 10001100 1200 1300 1400 1500 1600 1700 1800 Date 2/5/2026 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 17 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 68Supply point #1 - Static 1704S2 64Supply point #2 - Residual 0D1 25.6Elevation Pressure 327.1D2 57.1System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 382.7Supply67.7 10.7 327.1 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type S1900 5.6 0.1 25 20 0.1 2025250Overhead Sprinkler S1901 5.6 0.1 25 20 0.1 2025250Overhead Sprinkler S1902 5.6 0.1 25 20 0.1 2025.1250Overhead Sprinkler S1903 5.6 0.1 25 20 0.1 20.125.1250Overhead Sprinkler S1904 5.6 0.1 25 20 0.101 20.225.1250Overhead Sprinkler S1905 5.6 0.1 25 20 0.101 20.325.2250Overhead Sprinkler S1906 5.6 0.1 25 20 0.101 20.525.3250Overhead Sprinkler S1907 5.6 0.1 25 20 0.102 20.725.5250Overhead Sprinkler S1908 5.6 0.1 25 20 0.103 2125.7250Overhead Sprinkler Date 2/5/2026 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S1900 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S1901 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S1902 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20 -25.6 20 25 S1903 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20.1 -25.6 20 25 S1904 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.101 20.2 -25.6 20 25 S1905 54.06 Overhead Sprinkler HEAD 5.6 Open 25.2 0.2 250 0.101 20.3 -25.6 20 25 S1906 54.06 Overhead Sprinkler HEAD 5.6 Open 25.3 0.3 250 0.101 20.5 -25.6 20 25 S1907 54.06 Overhead Sprinkler HEAD 5.6 Open 25.5 0.5 250 0.102 20.7 -25.6 20 25 S1908 54.06 Overhead Sprinkler HEAD 5.6 Open 25.7 0.7 250 0.103 21 -25.6 20 25 06269 53.06 Node NODE 21.7 -25.2 06268 53.06 Node NODE 21.7 -25.2 06267 53.06 Node NODE 21.7 -25.2 06266 53.06 Node NODE 21.8 -25.2 06265 53.06 Node NODE 21.9 -25.2 06264 53.06 Node NODE 22 -25.2 06263 53.06 Node NODE 22.2 -25.2 06262 53.06 Node NODE 22.4 -25.2 06261 53.06 Node NODE 22.7 -25.2 06214 42.06 Node NODE 31 -20.4 06210 42.06 Node NODE 33.1 -20.4 06198-O 7.4 Node NODE 48.6 -5.4 06198-I 6.26 Node NODE 49.1 -4.9 06197-O 5.29 Node NODE 49.6 -4.5 06197-I 4.91 Node NODE 49.7 -4.3 06207-O 3.5 Node NODE 50.4 -3.7 Date 2/5/2026 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06207-I 3.5 Node NODE 52.8 -3.7 06206 3.5 Node NODE 52.9 -3.7 06204-O -5 Node NODE 56.6 0 06204-I -5 Node NODE 56.8 0 H2 -5 Outside Hose HOSE 100 56.8 0 100 0007 -5 Node NODE 56.9 0 0021 -5 Node NODE 56.9 0 0025 -5 Node NODE 57 0 0030 -5 Node NODE 57.1 0 W1 -5 Supply SUPPLY -327.1 57.1 0 Date 2/5/2026 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1900 06269 54.06 53.06 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 06269 06268 53.06 53.06 0 25 3 3.26 6 0 6 100 0.0011 21.7 0 0 06268 06267 53.06 53.06 25 50.1 3 3.26 6 0 6 100 0.004 21.7 0 0.0 06267 06266 53.06 53.06 25.1 75.2 3 3.26 6 0 6 100 0.0084 21.7 0 0.1 06266 06265 53.06 53.06 25.1 100.2 3 3.26 6 0 6 100 0.0144 21.8 0 0.1 06265 06264 53.06 53.06 25.1 125.4 3 3.26 6 0 6 100 0.0218 21.9 0 0.1 06264 06263 53.06 53.06 25.2 150.6 3 3.26 6 0 6 100 0.0306 22 0 0.2 06263 06262 53.06 53.06 25.3 175.9 3 3.26 6 0 6 100 0.0408 22.2 0 0.2 06262 06261 53.06 53.06 25.5 201.4 3 3.26 6 0 6 100 0.0523 22.4 0 0.3 06261 06214 53.06 42.06 25.7 227.1 3 3.26 2x(us.Tee-Br)=28.75 25.09 28.75 53.84 100 0.0654 22.7 4.8 3.5 06214 06210 42.06 42.06 0 227.1 4 4.26 1x(us.90)=9.39 1x(us.Tee-Br)=18.78 87.65 28.16 115.81 100 0.0178 31 0 2.1 06210 06198-O 42.06 7.4 0 227.1 6 6.357 8x(us.90)=100.41 96.95 100.41 197.36 100 0.0025 33.1 15 0.5 06198-O 06198-I 7.4 6.26 0 227.1 6 0 1.15 0 1.15 0.0493 48.6 0.5 0.1 DPV-1 *** 06198-I 06197-O 6.26 5.29 0 227.1 6 6.357 0.96 0 0.96 120 0.0018 49.1 0.4 0 06197-O 06197-I 5.29 4.91 0 227.1 6 0 0.38 0 0.38 0.05 49.6 0.2 0.0 BFV-N *** 06197-I 06207-O 4.91 3.5 0 227.1 6 6.357 1x(us.Tee-Br)=37.72 7.24 37.72 44.96 120 0.0018 49.7 0.6 0.1 Date 2/5/2026 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06207-O 06207-I 3.5 3.5 0 227.1 6 0 0.5 0 0.5 4.7531 50.4 0 2.4 AmesC200H *** 06207-I 06206 3.5 3.5 0 227.1 6 6.357 1x(us.90)=17.6 1.48 17.6 19.08 120 0.0018 52.8 0 0.0 06206 06204-O 3.5 -5 0 227.1 6 6.4 1x(us.90)=24.19 19.48 24.19 43.68 140 0.0013 52.9 3.7 0.1 06204-O 06204-I -5 -5 0 227.1 6 0 0.88 0 0.88 0.1844 56.6 0 0.2 CV-1 FR Check *** 06204-I H2 -5 -5 0 227.1 6 6.4 1x(us.Tee-Br)=51.84 6.05 51.84 57.89 140 0.0013 56.8 0 0.1 H2 0021 -5 -5 100 174.2 8 8.55 1x(us.Tee-Br)=61.64 287.68 61.64 349.32 140 0.0002 56.8 0 0.1 0021 0025 -5 -5 37.7 211.9 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0003 56.9 0 0.1 0025 0030 -5 -5 115.2 327.1 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 57 0 0.1 0030 W1 -5 -5 0 327.1 6 6.4 12.74 0 12.74 140 0.0026 57.1 0 0.0 W1 57.1 2Path No: S1901 06268 54.06 53.06 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 06268 21.7 3Path No: S1902 06267 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.276 20 0.4 1.3 06267 21.7 4Path No: S1903 06266 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2766 20.1 0.4 1.3 06266 21.8 Date 2/5/2026 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1904 06265 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2777 20.2 0.4 1.3 06265 21.9 6Path No: S1905 06264 54.06 53.06 5.6 25.2 25.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2792 20.3 0.4 1.3 06264 22 7Path No: S1906 06263 54.06 53.06 5.6 25.3 25.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2815 20.5 0.4 1.3 06263 22.2 8Path No: S1907 06262 54.06 53.06 5.6 25.5 25.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2844 20.7 0.4 1.3 06262 22.4 9Path No: S1908 06261 54.06 53.06 5.6 25.7 25.7 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2882 21 0.4 1.3 06261 22.7 10Path No: H2 0007 -5 -5 100 152.8 8 8.55 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 2x(us.45)=31.7 261.18 101.26 362.44 140 0.0002 56.8 0 0.1 0007 0025 -5 -5 -37.7 115.2 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 56.9 0 0.1 0025 57 11Path No: 0007 0021 -5 -5 0 37.7 8 8.55 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 944.76 164.66 1109.4 3 140 0.0000 56.9 0 0.0 0021 56.9 Date 2/5/2026 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 * 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 9.52 ft/s occurs in the following pipe(s): (06261-S1908) Date 2/5/2026 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 17; 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: 17; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 06207-I; Outlet Node: 06207-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 @ 227.1 gpm Date 2/5/2026 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 17; DPV Ref.: 10142 (DPV-1, Size = 6); Inlet Node: 06198-I; Outlet Node: 06198-O Flow, gpm320550700900100013001500 2000220024003000Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 Pressure Loss Function Design Area: 17; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 06204-I; Outlet Node: 06204-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 227.1 gpm Date 2/5/2026 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 17; Valve Ref.: 10141 (BFV-N, Size = 6); Inlet Node: 06197-I; Outlet Node: 06197-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 18 BLDG 3 ATTIC LIGHT HAZARD 0.1 2250 250 9 0 100 334.5 55.7 Dry 21468.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 5 HIP 4 SINGLE DIRECTION 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 2/5/2026 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 18 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 18 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 67.8 334.5 55.7 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) 234.5 0 0 234.5 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 55.7 334.5 N/A Sprinklers Other Date 2/5/2026 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 55.4 0 0021 -5 Node NODE 55.5 0 0025 -5 Node NODE 55.5 0 0030 -5 Node NODE 55.6 0 06197-I 4.91 Node NODE 48.3 -4.3 06197-O 5.29 Node NODE 48.1 -4.5 06198-I 6.26 Node NODE 47.6 -4.9 06198-O 7.4 Node NODE 47.1 -5.4 06204-I -5 Node NODE 55.3 0 06204-O -5 Node NODE 55.1 0 06206 3.5 Node NODE 51.4 -3.7 06207-I 3.5 Node NODE 51.4 -3.7 06207-O 3.5 Node NODE 49 -3.7 06210 42.06 Node NODE 31.5 -20.4 06316 42.06 Node NODE 28 -20.4 06317 42.06 Node NODE 28 -20.4 06320 53.06 Node NODE 22.6 -25.2 06321 53.06 Node NODE 22.5 -25.2 06322 53.06 Node NODE 22.5 -25.2 06324 53.06 Node NODE 22.5 -25.2 06332 42.06 Node NODE 26.6 -20.4 H2 -5 Outside Hose HOSE 100 55.4 0 100 S1800 42.85 Overhead Sprinkler HEAD 5.6 Open 28 3 250 0.112 24.9 -20.7 20 25 S1801 45.39 Overhead Sprinkler HEAD 5.6 Open 27.2 2.2 250 0.109 23.6 -21.8 20 25 S1802 47.93 Overhead Sprinkler HEAD 5.6 Open 26.4 1.4 250 0.106 22.3 -22.9 20 25 Date 2/5/2026 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S1803 50.47 Overhead Sprinkler HEAD 5.6 Open 25.7 0.7 250 0.103 21.1 -24 20 25 S1804 53.01 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.1 20 25 S1805 54.06 Overhead Sprinkler HEAD 5.6 Open 25.5 0.5 250 0.102 20.7 -25.6 20 25 S1806 54.06 Overhead Sprinkler HEAD 5.6 Open 25.5 0.5 250 0.102 20.8 -25.6 20 25 S1807 54.06 Overhead Sprinkler HEAD 5.6 Open 25.5 0.5 250 0.102 20.8 -25.6 20 25 S1808 54.06 Overhead Sprinkler HEAD 5.6 Open 25.6 0.6 250 0.102 20.8 -25.6 20 25 W1 -5 Supply SUPPLY -334.5 55.7 0 Date 2/5/2026 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1804 S1803 53.01 50.47 5.6 5.6 25 25 2.5 2.635 6.52 0 6.52 100 0.0031 20 1.1 0.0 S1803 S1802 50.47 47.93 5.6 5.6 25.7 50.8 2.5 2.635 6.52 0 6.52 100 0.0115 21.1 1.1 0.1 S1802 S1801 47.93 45.39 5.6 5.6 26.4 77.2 2.5 2.635 6.52 0 6.52 100 0.025 22.3 1.1 0.2 S1801 S1800 45.39 42.85 5.6 5.6 27.2 104.4 2.5 2.635 6.52 0 6.52 100 0.0437 23.6 1.1 0.3 S1800 06332 42.85 42.06 5.6 28 132.4 2.5 2.635 1x(us.Tee-Br)=11.75 1x(us.90)=5.87 1.59 17.62 19.21 100 0.0678 24.9 0.3 1.3 06332 06316 42.06 42.06 0 132.4 3 3.26 1x(us.Tee-Br)=14.37 1x(us.90)=6.71 37.98 21.08 59.06 100 0.0241 26.6 0 1.4 06316 06210 42.06 42.06 102.1 234.5 4 4.26 1x(us.90)=9.39 2x(us.Tee-Br)=37.55 140.53 46.94 187.47 100 0.0189 28 0 3.5 06210 06198-O 42.06 7.4 0 234.5 6 6.357 8x(us.90)=100.41 96.95 100.41 197.36 100 0.0027 31.5 15 0.5 06198-O 06198-I 7.4 6.26 0 234.5 6 0 1.15 0 1.15 0.0518 47.1 0.5 0.1 DPV-1 *** 06198-I 06197-O 6.26 5.29 0 234.5 6 6.357 0.96 0 0.96 120 0.0019 47.6 0.4 0 06197-O 06197-I 5.29 4.91 0 234.5 6 0 0.38 0 0.38 0.053 48.1 0.2 0.0 BFV-N *** 06197-I 06207-O 4.91 3.5 0 234.5 6 6.357 1x(us.Tee-Br)=37.72 7.24 37.72 44.96 120 0.0019 48.3 0.6 0.1 06207-O 06207-I 3.5 3.5 0 234.5 6 0 0.5 0 0.5 4.8206 49 0 2.4 AmesC200H *** 06207-I 06206 3.5 3.5 0 234.5 6 6.357 1x(us.90)=17.6 1.48 17.6 19.08 120 0.0019 51.4 0 0.0 06206 06204-O 3.5 -5 0 234.5 6 6.4 1x(us.90)=24.19 19.48 24.19 43.68 140 0.0014 51.4 3.7 0.1 06204-O 06204-I -5 -5 0 234.5 6 0 0.88 0 0.88 0.1908 55.1 0 0.2 CV-1 FR Check *** Date 2/5/2026 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06204-I H2 -5 -5 0 234.5 6 6.4 1x(us.Tee-Br)=51.84 6.05 51.84 57.89 140 0.0014 55.3 0 0.1 H2 0021 -5 -5 100 178.2 8 8.55 1x(us.Tee-Br)=61.64 287.68 61.64 349.32 140 0.0002 55.4 0 0.1 0021 0025 -5 -5 38.5 216.7 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0003 55.5 0 0.1 0025 0030 -5 -5 117.8 334.5 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 55.5 0 0.1 0030 W1 -5 -5 0 334.5 6 6.4 12.74 0 12.74 140 0.0027 55.6 0 0.0 W1 55.7 2Path No: S1805 06324 54.06 53.06 5.6 25.5 25.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2852 20.7 0.4 1.3 06324 06322 53.06 53.06 0 25.5 3 3.26 6 0 6 100 0.0011 22.5 0 0 06322 06321 53.06 53.06 25.5 51 3 3.26 6 0 6 100 0.0041 22.5 0 0.0 06321 06320 53.06 53.06 25.5 76.5 3 3.26 6 0 6 100 0.0087 22.5 0 0.1 06320 06317 53.06 42.06 25.6 102.1 3 3.26 3x(us.90)=20.12 23.92 20.12 44.04 100 0.0149 22.6 4.8 0.7 06317 06316 42.06 42.06 0 102.1 4 4.26 6.17 0 6.17 100 0.004 28 0 0.0 06316 28 3Path No: S1806 06322 54.06 53.06 5.6 25.5 25.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2852 20.8 0.4 1.3 06322 22.5 Date 2/5/2026 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4Path No: S1807 06321 54.06 53.06 5.6 25.5 25.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2855 20.8 0.4 1.3 06321 22.5 5Path No: S1808 06320 54.06 53.06 5.6 25.6 25.6 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2862 20.8 0.4 1.3 06320 22.6 6Path No: H2 0007 -5 -5 100 156.3 8 8.55 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 2x(us.45)=31.7 261.18 101.26 362.44 140 0.0002 55.4 0 0.1 0007 0025 -5 -5 -38.5 117.8 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 55.4 0 0.1 0025 55.5 7Path No: 0007 0021 -5 -5 0 38.5 8 8.55 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 944.76 164.66 1109.4 3 140 0.0000 55.4 0 0.0 0021 55.5 * 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 9.49 ft/s occurs in the following pipe(s): (06320-S1808) Date 2/5/2026 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 18; 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: 18; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 06207-I; Outlet Node: 06207-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 @ 234.5 gpm Date 2/5/2026 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 18; DPV Ref.: 10142 (DPV-1, Size = 6); Inlet Node: 06198-I; Outlet Node: 06198-O Flow, gpm320550700900100013001500 2000220024003000Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 Pressure Loss Function Design Area: 18; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 06204-I; Outlet Node: 06204-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 234.5 gpm Date 2/5/2026 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 18; Valve Ref.: 10141 (BFV-N, Size = 6); Inlet Node: 06197-I; Outlet Node: 06197-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 19 BLDG 3 ATTIC LIGHT HAZARD 0.1 2250 250 9 0 100 331.4 55.8 Dry 21468.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 7 SINGLE DIRECTION 2 HIP 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 2/5/2026 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 19 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 19 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 67.8 331.4 55.8 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) 231.4 0 0 231.4 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 55.8 331.4 N/A Sprinklers Other Date 2/5/2026 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 55.6 0 0021 -5 Node NODE 55.6 0 0025 -5 Node NODE 55.7 0 0030 -5 Node NODE 55.8 0 06197-I 4.91 Node NODE 48.4 -4.3 06197-O 5.29 Node NODE 48.3 -4.5 06198-I 6.26 Node NODE 47.8 -4.9 06198-O 7.4 Node NODE 47.3 -5.4 06204-I -5 Node NODE 55.5 0 06204-O -5 Node NODE 55.3 0 06206 3.5 Node NODE 51.6 -3.7 06207-I 3.5 Node NODE 51.5 -3.7 06207-O 3.5 Node NODE 49.1 -3.7 06210 42.06 Node NODE 31.8 -20.4 06214 42.06 Node NODE 29.6 -20.4 06218 42.06 Node NODE 29.5 -20.4 06228 42.06 Node NODE 29.3 -20.4 06263 53.06 Node NODE 22.2 -25.2 06264 53.06 Node NODE 22 -25.2 06265 53.06 Node NODE 21.9 -25.2 06266 53.06 Node NODE 21.8 -25.2 06267 53.06 Node NODE 21.7 -25.2 06268 53.06 Node NODE 21.7 -25.2 06269 53.06 Node NODE 21.7 -25.2 H2 -5 Outside Hose HOSE 100 55.6 0 100 Date 2/5/2026 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S1900 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S1901 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S1902 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20 -25.6 20 25 S1903 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20.1 -25.6 20 25 S1904 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.101 20.2 -25.6 20 25 S1905 54.06 Overhead Sprinkler HEAD 5.6 Open 25.2 0.2 250 0.101 20.3 -25.6 20 25 S1906 54.06 Overhead Sprinkler HEAD 5.6 Open 25.3 0.3 250 0.101 20.5 -25.6 20 25 S1909 50.47 Overhead Sprinkler HEAD 5.6 Open 28 3 250 0.112 25.1 -24 20 25 S1910 53.01 Overhead Sprinkler HEAD 5.6 Open 27.4 2.4 250 0.11 24 -25.1 20 25 W1 -5 Supply SUPPLY -331.4 55.8 0 Date 2/5/2026 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1900 06269 54.06 53.06 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 06269 06268 53.06 53.06 0 25 3 3.26 6 0 6 100 0.0011 21.7 0 0 06268 06267 53.06 53.06 25 50.1 3 3.26 6 0 6 100 0.004 21.7 0 0.0 06267 06266 53.06 53.06 25.1 75.2 3 3.26 6 0 6 100 0.0084 21.7 0 0.1 06266 06265 53.06 53.06 25.1 100.2 3 3.26 6 0 6 100 0.0144 21.8 0 0.1 06265 06264 53.06 53.06 25.1 125.4 3 3.26 6 0 6 100 0.0218 21.9 0 0.1 06264 06263 53.06 53.06 25.2 150.6 3 3.26 6 0 6 100 0.0306 22 0 0.2 06263 06214 53.06 42.06 25.3 175.9 3 3.26 2x(us.Tee-Br)=28.75 37.09 28.75 65.84 100 0.0408 22.2 4.8 2.7 06214 06210 42.06 42.06 55.5 231.4 4 4.26 1x(us.90)=9.39 1x(us.Tee-Br)=18.78 87.65 28.16 115.81 100 0.0184 29.6 0 2.1 06210 06198-O 42.06 7.4 0 231.4 6 6.357 8x(us.90)=100.41 96.95 100.41 197.36 100 0.0026 31.8 15 0.5 06198-O 06198-I 7.4 6.26 0 231.4 6 0 1.15 0 1.15 0.0508 47.3 0.5 0.1 DPV-1 *** 06198-I 06197-O 6.26 5.29 0 231.4 6 6.357 0.96 0 0.96 120 0.0019 47.8 0.4 0 06197-O 06197-I 5.29 4.91 0 231.4 6 0 0.38 0 0.38 0.0517 48.3 0.2 0.0 BFV-N *** 06197-I 06207-O 4.91 3.5 0 231.4 6 6.357 1x(us.Tee-Br)=37.72 7.24 37.72 44.96 120 0.0019 48.4 0.6 0.1 06207-O 06207-I 3.5 3.5 0 231.4 6 0 0.5 0 0.5 4.789 49.1 0 2.4 AmesC200H *** 06207-I 06206 3.5 3.5 0 231.4 6 6.357 1x(us.90)=17.6 1.48 17.6 19.08 120 0.0019 51.5 0 0.0 Date 2/5/2026 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06206 06204-O 3.5 -5 0 231.4 6 6.4 1x(us.90)=24.19 19.48 24.19 43.68 140 0.0014 51.6 3.7 0.1 06204-O 06204-I -5 -5 0 231.4 6 0 0.88 0 0.88 0.1882 55.3 0 0.2 CV-1 FR Check *** 06204-I H2 -5 -5 0 231.4 6 6.4 1x(us.Tee-Br)=51.84 6.05 51.84 57.89 140 0.0014 55.5 0 0.1 H2 0021 -5 -5 100 176.5 8 8.55 1x(us.Tee-Br)=61.64 287.68 61.64 349.32 140 0.0002 55.6 0 0.1 0021 0025 -5 -5 38.2 214.7 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0003 55.6 0 0.1 0025 0030 -5 -5 116.7 331.4 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 55.7 0 0.1 0030 W1 -5 -5 0 331.4 6 6.4 12.74 0 12.74 140 0.0026 55.8 0 0.0 W1 55.8 2Path No: S1901 06268 54.06 53.06 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 06268 21.7 3Path No: S1902 06267 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.276 20 0.4 1.3 06267 21.7 4Path No: S1903 06266 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2766 20.1 0.4 1.3 06266 21.8 5Path No: S1904 06265 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2777 20.2 0.4 1.3 06265 21.9 Date 2/5/2026 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1905 06264 54.06 53.06 5.6 25.2 25.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2792 20.3 0.4 1.3 06264 22 7Path No: S1906 06263 54.06 53.06 5.6 25.3 25.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2815 20.5 0.4 1.3 06263 22.2 8Path No: S1910 S1909 53.01 50.47 5.6 5.6 27.4 27.4 2.5 2.635 6.51 0 6.51 100 0.0037 24 1.1 0.0 S1909 06228 50.47 42.06 5.6 28 55.5 2.5 2.635 1x(us.Tee-Br)=11.75 1x(us.90)=5.87 21.19 17.62 38.81 100 0.0135 25.1 3.6 0.5 06228 06218 42.06 42.06 0 55.5 3 3.26 1x(us.90)=6.71 1x(us.Tee-Br)=14.37 33.61 21.08 54.69 100 0.0048 29.3 0 0.3 06218 06214 42.06 42.06 0 55.5 4 4.26 1x(us.90)=9.39 71.39 9.39 80.78 100 0.0013 29.5 0 0.1 06214 29.6 9Path No: H2 0007 -5 -5 100 154.9 8 8.55 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 2x(us.45)=31.7 261.18 101.26 362.44 140 0.0002 55.6 0 0.1 0007 0025 -5 -5 -38.2 116.7 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 55.6 0 0.1 0025 55.7 10Path No: 0007 0021 -5 -5 0 38.2 8 8.55 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 944.76 164.66 1109.4 3 140 0.0000 55.6 0 0.0 0021 55.6 Date 2/5/2026 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 * 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 9.4 ft/s occurs in the following pipe(s): (06263-S1906) Date 2/5/2026 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 19; 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: 19; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 06207-I; Outlet Node: 06207-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 @ 231.4 gpm Date 2/5/2026 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 19; DPV Ref.: 10142 (DPV-1, Size = 6); Inlet Node: 06198-I; Outlet Node: 06198-O Flow, gpm320550700900100013001500 2000220024003000Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 Pressure Loss Function Design Area: 19; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 06204-I; Outlet Node: 06204-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 231.4 gpm Date 2/5/2026 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 19; Valve Ref.: 10141 (BFV-N, Size = 6); Inlet Node: 06197-I; Outlet Node: 06197-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 20 BLDG 3 ATTIC LIGHT HAZARD 0.123 1950 120 18 0 100 389.5 39.6 Dry 21468.2 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 2/5/2026 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 20 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 20 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 67.7 389.5 39.6 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) 289.5 0 0 289.5 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 39.6 389.5 N/A Sprinklers Other Date 2/5/2026 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 39.3 0 0021 -5 Node NODE 39.3 0 0025 -5 Node NODE 39.4 0 0030 -5 Node NODE 39.5 0 06197-I 4.91 Node NODE 31.8 -4.3 06197-O 5.29 Node NODE 31.6 -4.5 06198-I 6.26 Node NODE 31.1 -4.9 06198-O 7.4 Node NODE 30.6 -5.4 06204-I -5 Node NODE 39.1 0 06204-O -5 Node NODE 38.9 0 06206 3.5 Node NODE 35.1 -3.7 06207-I 3.5 Node NODE 35 -3.7 06207-O 3.5 Node NODE 32.5 -3.7 06210 42.06 Node NODE 14.8 -20.4 06212 42.06 Node NODE 12.1 -20.4 06213 42.06 Node NODE 12 -20.4 06271 42.06 Node NODE 11.8 -20.4 06272 42.06 Node NODE 11.7 -20.4 06277 42.06 Node NODE 10 -20.4 06278 42.06 Node NODE 9.1 -20.4 06279 42.06 Node NODE 8.6 -20.4 06280 42.06 Node NODE 8.2 -20.4 06281 42.06 Node NODE 8 -20.4 06282 42.06 Node NODE 7.9 -20.4 06283 42.06 Node NODE 7.9 -20.4 Date 2/5/2026 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06285 42.06 Node NODE 11.9 -20.4 06286 42.06 Node NODE 11.8 -20.4 06293 42.06 Node NODE 10.1 -20.4 06294 42.06 Node NODE 9.2 -20.4 06296 42.06 Node NODE 8.6 -20.4 06297 42.06 Node NODE 8.3 -20.4 06299 42.06 Node NODE 8.1 -20.4 06300 42.06 Node NODE 8 -20.4 06302 42.06 Node NODE 8 -20.4 H2 -5 Outside Hose HOSE 100 39.2 0 100 S2000 43.06 Overhead Sprinkler HEAD 5.6 Open 14.8 2.8 120 0.123 7 -20.8 7 12 S2001 43.06 Overhead Sprinkler HEAD 5.6 Open 14.8 2.8 120 0.124 7 -20.8 7 12 S2002 43.06 Overhead Sprinkler HEAD 5.6 Open 14.9 2.9 120 0.125 7.1 -20.8 7 12 S2003 43.06 Overhead Sprinkler HEAD 5.6 Open 15.1 3.1 120 0.126 7.3 -20.8 7 12 S2004 43.06 Overhead Sprinkler HEAD 5.6 Open 15.5 3.5 120 0.129 7.6 -20.8 7 12 S2005 43.06 Overhead Sprinkler HEAD 5.6 Open 16 4 120 0.133 8.1 -20.8 7 12 S2006 43.06 Overhead Sprinkler HEAD 5.6 Open 16.8 4.8 120 0.14 9 -20.8 7 12 S2007 43.06 Overhead Sprinkler HEAD 5.6 Open 18.3 6.3 120 0.152 10.6 -20.8 7 12 S2008 43.06 Overhead Sprinkler HEAD 5.6 Open 18.2 6.2 120 0.152 10.6 -20.8 7 12 S2009 43.06 Overhead Sprinkler HEAD 5.6 Open 14.9 2.9 120 0.124 7.1 -20.8 7 12 S2010 43.06 Overhead Sprinkler HEAD 5.6 Open 14.9 2.9 120 0.124 7.1 -20.8 7 12 S2011 43.06 Overhead Sprinkler HEAD 5.6 Open 15 3 120 0.125 7.2 -20.8 7 12 S2012 43.06 Overhead Sprinkler HEAD 5.6 Open 15.2 3.2 120 0.127 7.4 -20.8 7 12 S2013 43.06 Overhead Sprinkler HEAD 5.6 Open 15.5 3.5 120 0.129 7.7 -20.8 7 12 S2014 43.06 Overhead Sprinkler HEAD 5.6 Open 16 4 120 0.134 8.2 -20.8 7 12 Date 2/5/2026 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S2015 43.06 Overhead Sprinkler HEAD 5.6 Open 16.9 4.9 120 0.141 9.1 -20.8 7 12 S2016 43.06 Overhead Sprinkler HEAD 5.6 Open 18.3 6.3 120 0.153 10.7 -20.8 7 12 S2017 43.06 Overhead Sprinkler HEAD 5.6 Open 18.3 6.3 120 0.153 10.7 -20.8 7 12 W1 -5 Supply SUPPLY -389.5 39.6 0 Date 2/5/2026 Page 44Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2000 06283 43.06 42.06 5.6 14.8 14.8 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1043 7 0.4 0.5 06283 06282 42.06 42.06 0 14.8 2 2.157 9 0 9 100 0.0031 7.9 0 0.0 06282 06281 42.06 42.06 14.8 29.7 2 2.157 9 0 9 100 0.0113 7.9 0 0.1 06281 06280 42.06 42.06 14.9 44.6 2 2.157 8 0 8 100 0.024 8 0 0.2 06280 06279 42.06 42.06 15.1 59.7 2 2.157 8 0 8 100 0.0412 8.2 0 0.3 06279 06278 42.06 42.06 15.5 75.2 2 2.157 9 0 9 100 0.0631 8.6 0 0.6 06278 06277 42.06 42.06 16 91.2 2 2.157 10 0 10 100 0.0901 9.1 0 0.9 06277 06213 42.06 42.06 16.8 108 2 2.157 1x(us.Tee-Br)=8.77 6.96 8.77 15.73 100 0.1233 10 0 1.9 06213 06212 42.06 42.06 36.5 144.5 4 4.26 11.95 0 11.95 100 0.0077 12 0 0.1 06212 06210 42.06 42.06 145 289.5 4 4.26 1x(us.90)=9.39 1x(us.Tee-Br)=18.78 68.9 28.16 97.07 100 0.0279 12.1 0 2.7 06210 06198-O 42.06 7.4 0 289.5 6 6.357 8x(us.90)=100.41 96.95 100.41 197.36 100 0.004 14.8 15 0.8 06198-O 06198-I 7.4 6.26 0 289.5 6 0 1.15 0 1.15 0.0731 30.6 0.5 0.1 DPV-1 *** 06198-I 06197-O 6.26 5.29 0 289.5 6 6.357 0.96 0 0.96 120 0.0028 31.1 0.4 0 06197-O 06197-I 5.29 4.91 0 289.5 6 0 0.38 0 0.38 0.0798 31.6 0.2 0.0 BFV-N *** 06197-I 06207-O 4.91 3.5 0 289.5 6 6.357 1x(us.Tee-Br)=37.72 7.24 37.72 44.96 120 0.0028 31.8 0.6 0.1 06207-O 06207-I 3.5 3.5 0 289.5 6 0 0.5 0 0.5 5.0798 32.5 0 2.5 AmesC200H *** Date 2/5/2026 Page 45Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06207-I 06206 3.5 3.5 0 289.5 6 6.357 1x(us.90)=17.6 1.48 17.6 19.08 120 0.0028 35 0 0.1 06206 06204-O 3.5 -5 0 289.5 6 6.4 1x(us.90)=24.19 19.48 24.19 43.68 140 0.0021 35.1 3.7 0.1 06204-O 06204-I -5 -5 0 289.5 6 0 0.88 0 0.88 0.2394 38.9 0 0.2 CV-1 FR Check *** 06204-I H2 -5 -5 0 289.5 6 6.4 1x(us.Tee-Br)=51.84 6.05 51.84 57.89 140 0.0021 39.1 0 0.1 H2 0021 -5 -5 100 207.5 8 8.55 1x(us.Tee-Br)=61.64 287.68 61.64 349.32 140 0.0003 39.2 0 0.1 0021 0025 -5 -5 44.8 252.4 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0004 39.3 0 0.1 0025 0030 -5 -5 137.2 389.5 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 39.4 0 0.1 0030 W1 -5 -5 0 389.5 6 6.4 12.74 0 12.74 140 0.0036 39.5 0 0.0 W1 39.6 2Path No: S2001 06282 43.06 42.06 5.6 14.8 14.8 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1046 7 0.4 0.5 06282 7.9 Date 2/5/2026 Page 46Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2009 06302 43.06 42.06 5.6 14.9 14.9 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1051 7.1 0.4 0.5 06302 06300 42.06 42.06 0 14.9 2 2.157 9 0 9 100 0.0031 8 0 0.0 06300 06299 42.06 42.06 14.9 29.8 2 2.157 9 0 9 100 0.0114 8 0 0.1 06299 06297 42.06 42.06 15 44.8 2 2.157 8 0 8 100 0.0242 8.1 0 0.2 06297 06296 42.06 42.06 15.2 60 2 2.157 8 0 8 100 0.0415 8.3 0 0.3 06296 06294 42.06 42.06 15.5 75.5 2 2.157 9 0 9 100 0.0636 8.6 0 0.6 06294 06293 42.06 42.06 16 91.5 2 2.157 10 0 10 100 0.0908 9.2 0 0.9 06293 06212 42.06 42.06 16.9 108.4 2 2.157 1x(us.Tee-Br)=8.77 6.96 8.77 15.73 100 0.1242 10.1 0 2 06212 12.1 4Path No: S2010 06300 43.06 42.06 5.6 14.9 14.9 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1054 7.1 0.4 0.5 06300 8 5Path No: S2002 06281 43.06 42.06 5.6 14.9 14.9 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.106 7.1 0.4 0.5 06281 8 6Path No: S2011 06299 43.06 42.06 5.6 15 15 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1068 7.2 0.4 0.5 06299 8.1 Date 2/5/2026 Page 47Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 7Path No: S2003 06280 43.06 42.06 5.6 15.1 15.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1084 7.3 0.4 0.5 06280 8.2 8Path No: S2012 06297 43.06 42.06 5.6 15.2 15.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1093 7.4 0.4 0.5 06297 8.3 9Path No: S2004 06279 43.06 42.06 5.6 15.5 15.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1127 7.6 0.4 0.5 06279 8.6 10Path No: S2013 06296 43.06 42.06 5.6 15.5 15.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1135 7.7 0.4 0.5 06296 8.6 11Path No: S2005 06278 43.06 42.06 5.6 16 16 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.12 8.1 0.4 0.5 06278 9.1 12Path No: S2014 06294 43.06 42.06 5.6 16 16 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1209 8.2 0.4 0.6 06294 9.2 13Path No: S2006 06277 43.06 42.06 5.6 16.8 16.8 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1315 9 0.4 0.6 06277 10 14Path No: S2015 06293 43.06 42.06 5.6 16.9 16.9 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1325 9.1 0.4 0.6 06293 10.1 Date 2/5/2026 Page 48Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S2008 06272 43.06 42.06 5.6 18.2 18.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1531 10.6 0.4 0.7 06272 06271 42.06 42.06 0 18.2 2 2.157 10 0 10 100 0.0046 11.7 0 0.0 06271 06213 42.06 42.06 18.3 36.5 2 2.157 1x(us.Tee-Br)=8.77 3.04 8.77 11.82 100 0.0165 11.8 0 0.2 06213 12 16Path No: S2007 06271 43.06 42.06 5.6 18.3 18.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1536 10.6 0.4 0.7 06271 11.8 17Path No: S2017 06286 43.06 42.06 5.6 18.3 18.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1542 10.7 0.4 0.7 06286 06285 42.06 42.06 0 18.3 2 2.157 10 0 10 100 0.0046 11.8 0 0.0 06285 06212 42.06 42.06 18.3 36.6 2 2.157 1x(us.Tee-Br)=8.77 3.04 8.77 11.82 100 0.0167 11.9 0 0.2 06212 12.1 18Path No: S2016 06285 43.06 42.06 5.6 18.3 18.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1548 10.7 0.4 0.7 06285 11.9 19Path No: H2 0007 -5 -5 100 182 8 8.55 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 2x(us.45)=31.7 261.18 101.26 362.44 140 0.0002 39.2 0 0.1 0007 0025 -5 -5 -44.8 137.2 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 39.3 0 0.1 0025 39.4 Date 2/5/2026 Page 49Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 0007 0021 -5 -5 0 44.8 8 8.55 6x(us.45)=95.1 1x(us.Tee-Br)=61.64 1x(elbow.22.5)=7.93 944.76 164.66 1109.4 3 140 0.0000 39.3 0 0.0 0021 39.3 * 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 9.52 ft/s occurs in the following pipe(s): (06212-06293) Date 2/5/2026 Page 50Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 20; 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: 20; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 06207-I; Outlet Node: 06207-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 2.5 psi @ 289.5 gpm Date 2/5/2026 Page 51Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 20; DPV Ref.: 10142 (DPV-1, Size = 6); Inlet Node: 06198-I; Outlet Node: 06198-O Flow, gpm320550700900100013001500 2000220024003000Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 Pressure Loss Function Design Area: 20; Valve Ref.: 10139 (CV-1 FR Check, Size = 6); Inlet Node: 06204-I; Outlet Node: 06204-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 289.5 gpm Date 2/5/2026 Page 52Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 20; Valve Ref.: 10141 (BFV-N, Size = 6); Inlet Node: 06197-I; Outlet Node: 06197-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 0.0 psi @ 289.5 gpm Date 2/5/2026 Page 53Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Project 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) 01 RESIDENTIAL 670 167.7 Required 51.4 0.1 16 4 100 16.58.2Demand (HW) 02 RESIDENTIAL 600 167.5 Required 56 0.1 15 4 100 11.97.2Demand (HW) 03 RESIDENTIAL 700 181.2 Required 50.5 0.1 21 4 100 17.514.1Demand (HW) 04 LIGHT HAZARD 1000 244.1 Required 44 0.1 16.8 8 100 23.99Demand (HW) 05 RESIDENTIAL 730 201.8 Required 53.7 0.1 24 4 100 14.218.4Demand (HW) 06 LIGHT HAZARD 1000 262.2 Required 45 0.1 21 8 100 22.914.1Demand (HW) 34 RESIDENTIAL 640 180.4 Required 45.1 0.1 19 4 100 22.811.5Demand (HW) Date 2/5/2026 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 01 BLDG 5 4TH FLOOR RESIDENTIAL 0.1 670 190 4 0 100 167.7 51.4 Wet 13297.4 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 01 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 01 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 67.9 167.7 51.4 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) 67.7 0 0 67.7 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 51.4 167.7 N/A Sprinklers Other Date 2/5/2026 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 01 Flow, gpmPressure, psi90 80 70 60 50 40 30 20 10 0 S1 S2 63.573 D1 D2 67.9 psi @ 167.7 gpm Supply System Demand Available At Source 0 500600700800 900 10001100 1200 1300 1400 1500 1600 1700 1800 Date 2/5/2026 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 01 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 68Supply point #1 - Static 1704S2 64Supply point #2 - Residual 0D1 19.7Elevation Pressure 167.7D2 51.4System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 210.4Supply67.9 16.5 167.7 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 16 8.2 0.102 8.416.2160Overhead Sprinkler S101 5.6 0.1 19 11.5 0.101 11.719.1190Overhead Sprinkler S102 5.6 0.1 16 8.2 0.102 8.516.3160Overhead Sprinkler S103 5.6 0.1 16 8.2 0.1 8.216160Overhead Sprinkler Date 2/5/2026 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S103 40.55 Overhead Sprinkler HEAD 5.6 Open 16 0.0 160 0.1 8.2 -19.7 8.2 16 S101 40.55 Overhead Sprinkler HEAD 5.6 Open 19.1 0.1 190 0.101 11.7 -19.7 11.5 19 S100 40.55 Overhead Sprinkler HEAD 5.6 Open 16.2 0.2 160 0.102 8.4 -19.7 8.2 16 S102 40.55 Overhead Sprinkler HEAD 5.6 Open 16.3 0.3 160 0.102 8.5 -19.7 8.2 16 07537 31.31 Node NODE 13.6 -15.7 07536 31.31 Node NODE 14.1 -15.7 07535 31.31 Node NODE 17.2 -15.7 07532 31.31 Node NODE 24.7 -15.7 06457 31.31 Node NODE 28.3 -15.7 06487-O 31.31 Node NODE 28.8 -15.7 06445-O 31.31 Node NODE 28.8 -15.7 06445-I 31.31 Node NODE 29.1 -15.7 06487-I 31.31 Node NODE 29.1 -15.7 06444-O 31.31 Node NODE 29.1 -15.7 06488-O 31.31 Node NODE 29.1 -15.7 06444-I 31.31 Node NODE 29.1 -15.7 06488-I 31.31 Node NODE 29.1 -15.7 06437 31.31 Node NODE 29.2 -15.7 06489 31.31 Node NODE 29.2 -15.7 06301-O 10 Node NODE 38.4 -6.5 06301-I 10 Node NODE 38.4 -6.5 06370-O 10 Node NODE 38.4 -6.5 06370-I 10 Node NODE 38.4 -6.5 06295 10 Node NODE 38.5 -6.5 06298 9.5 Node NODE 38.7 -6.3 Date 2/5/2026 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06292-O 7.61 Node NODE 39.5 -5.5 06292-I 6.65 Node NODE 40 -5 06291-O 5.49 Node NODE 40.5 -4.5 06291-I 5 Node NODE 40.7 -4.3 05970-O 3.5 Node NODE 41.4 -3.7 05970-I 3.5 Node NODE 47.6 -3.7 05969 3.5 Node NODE 47.6 -3.7 05967-O -5 Node NODE 51.3 0 05967-I -5 Node NODE 51.3 0 H1 -5 Outside Hose HOSE 100 51.3 0 100 0007 -5 Node NODE 51.3 0 0021 -5 Node NODE 51.3 0 0025 -5 Node NODE 51.4 0 0030 -5 Node NODE 51.4 0 W1 -5 Supply SUPPLY -167.7 51.4 0 Date 2/5/2026 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S103 07537 40.55 31.31 5.6 16 16 1 1.101 1x(BM.Tee-Run)=1 3x(BM.90)=15 15.66 16 31.66 150 0.045 8.2 4 1.4 07537 07536 31.31 31.31 16.2 32.3 1 1.101 1x(BM.Tee-Run)=1 1.63 1 2.63 150 0.1645 13.6 0 0.4 07536 07535 31.31 31.31 16.3 48.6 1 1.101 1x(BM.Tee-Run)=1 8.07 1 9.07 150 0.3512 14.1 0 3.2 07535 07532 31.31 31.31 19.1 67.7 1 1.101 2x(BM.Tee-Run)=2 9.41 2 11.41 150 0.6491 17.2 0 7.4 07532 06457 31.31 31.31 0 67.7 1.25 1.394 1x(us.Tee-Br)=9.52 8.44 9.52 17.95 150 0.2057 24.7 0 3.7 06457 06487-O 31.31 31.31 -33 34.7 2.5 2.635 3x(us.90)=24.71 90.95 24.71 115.66 120 0.0041 28.3 0 0.5 06487-O 06487-I 31.31 31.31 0 34.7 2.5 0 0.67 0 0.67 0.3781 28.8 0 0.3 CV-1 FR Check *** 06487-I 06488-O 31.31 31.31 0 34.7 2.5 2.635 0.5 0 0.5 120 0.0041 29.1 0 0 06488-O 06488-I 31.31 31.31 0 34.7 2.5 0 0.32 0 0.32 0.1087 29.1 0 0.0 BFV-N *** 06488-I 06489 31.31 31.31 0 34.7 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0041 29.1 0 0.1 06489 06370-O 31.31 10 0 34.7 4 4.26 1x(us.Tee-Br)=26.33 22.57 26.33 48.9 120 0.0004 29.2 9.2 0.0 06370-O 06370-I 10 10 0 34.7 4 0 0.38 0 0.38 0.0249 38.4 0 0 BFV-N *** 06370-I 06295 10 10 0 34.7 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 70.98 39.5 110.48 120 0.0004 38.4 0 0.0 06295 06292-O 10 7.61 33 67.7 6 6.357 2x(us.90)=35.21 29.51 35.21 64.72 120 0.0002 38.5 1 0.0 06292-O 06292-I 7.61 6.65 0 67.7 6 0 0.96 0 0.96 0.0489 39.5 0.4 0.0 CV-1 FR Check *** 06292-I 06291-O 6.65 5.49 0 67.7 6 6.357 1.16 0 1.16 120 0.0002 40 0.5 0 Date 2/5/2026 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06291-O 06291-I 5.49 5 0 67.7 6 0 0.49 0 0.49 0.0073 40.5 0.2 0 BFV-N *** 06291-I 05970-O 5 3.5 0 67.7 6 6.357 1x(us.Tee-Br)=37.72 3.42 37.72 41.14 120 0.0002 40.7 0.6 0 05970-O 05970-I 3.5 3.5 0 67.7 6 0 0.5 0 0.5 12.5 41.4 0 6.2 AmesC200H *** 05970-I 05969 3.5 3.5 0 67.7 6 6.357 1x(us.90)=17.6 3.57 17.6 21.17 120 0.0002 47.6 0 0 05969 05967-O 3.5 -5 0 67.7 6 6.4 1x(us.90)=24.19 17.58 24.19 41.77 140 0.0001 47.6 3.7 0 05967-O 05967-I -5 -5 0 67.7 6 0 0.87 0 0.87 0.0008 51.3 0 0 Gate A2360 *** 05967-I H1 -5 -5 0 67.7 6 6.4 1x(us.Tee-Br)=51.84 12.68 51.84 64.52 140 0.0001 51.3 0 0 H1 0021 -5 -5 100 109.9 8 8.55 1x(us.45)=15.85 243.01 15.85 258.86 140 0.0001 51.3 0 0.0 0021 0025 -5 -5 1.7 111.6 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 51.3 0 0.0 0025 0030 -5 -5 56.1 167.7 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 51.4 0 0.0 0030 W1 -5 -5 0 167.7 6 6.4 12.74 0 12.74 140 0.0007 51.4 0 0 W1 51.4 2Path No: S101 07535 40.55 31.31 5.6 19.1 19.1 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 10.42 15 25.42 150 0.0624 11.7 4 1.6 07535 17.2 3Path No: S100 07537 40.55 31.31 5.6 16.2 16.2 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 11.17 15 26.17 150 0.0461 8.4 4 1.2 07537 13.6 Date 2/5/2026 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4Path No: S102 07536 40.55 31.31 5.6 16.3 16.3 1 1.101 1x(BM.Tee-Br)=5 3x(BM.90)=15 13.18 20 33.18 150 0.0466 8.5 4 1.5 07536 14.1 5Path No: H1 0007 -5 -5 100 57.8 8 8.55 1x(elbow.22.5)=7.93 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 701.75 148.81 850.56 140 0.0000 51.3 0 0.0 0007 0025 -5 -5 -1.7 56.1 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 0.0000 51.3 0 0.0 0025 51.4 6Path No: 06457 06445-O 31.31 31.31 0 33 2.5 2.635 3x(us.90)=24.71 105.09 24.71 129.8 120 0.0037 28.3 0 0.5 06445-O 06445-I 31.31 31.31 0 33 2.5 0 0.67 0 0.67 0.36 28.8 0 0.2 CV-1 FR Check *** 06445-I 06444-O 31.31 31.31 0 33 2.5 2.635 0.5 0 0.5 120 0.0037 29.1 0 0 06444-O 06444-I 31.31 31.31 0 33 2.5 0 0.32 0 0.32 0.1008 29.1 0 0.0 BFV-N *** 06444-I 06437 31.31 31.31 0 33 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0037 29.1 0 0.1 06437 06301-O 31.31 10 0 33 4 4.26 1x(us.Tee-Br)=26.33 22.83 26.33 49.16 120 0.0004 29.2 9.2 0.0 06301-O 06301-I 10 10 0 33 4 0 0.38 0 0.38 0.0236 38.4 0 0 BFV-N *** 06301-I 06298 10 9.5 0 33 4 4.26 3x(us.90)=39.5 102.15 39.5 141.65 120 0.0004 38.4 0.2 0.1 06298 06295 9.5 10 0 33 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 19.29 72.93 92.22 120 0.0001 38.7 -0.2 0 06295 38.5 Date 2/5/2026 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 7Path No: 0007 0021 -5 -5 0 1.7 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 51.3 0 0 0021 51.3 * 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 22.83 ft/s occurs in the following pipe(s): (07532-07535) Date 2/5/2026 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 01; 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: 01; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 05970-I; Outlet Node: 05970-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 6.2 psi @ 67.7 gpm Date 2/5/2026 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 01; Valve Ref.: 10139 (Gate A2360, Size = 6); Inlet Node: 05967-I; Outlet Node: 05967-O Flow, gpm5002000 3400490054065800Pressure, psi0.766 0.266 Pressure Loss Function Design Area: 01; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06291-I; Outlet Node: 06291-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 01; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06292-I; Outlet Node: 06292-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.0 psi @ 67.7 gpm Pressure Loss Function Design Area: 01; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06301-I; Outlet Node: 06301-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 01; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06370-I; Outlet Node: 06370-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 01; Valve Ref.: 10153 (BFV-N, Size = 2.5); Inlet Node: 06488-I; Outlet Node: 06488-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 01; Valve Ref.: 10154 (CV-1 FR Check, Size = 2.5); Inlet Node: 06487-I; Outlet Node: 06487-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 34.7 gpm Pressure Loss Function Design Area: 01; Valve Ref.: 10155 (BFV-N, Size = 2.5); Inlet Node: 06444-I; Outlet Node: 06444-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 01; Valve Ref.: 10156 (CV-1 FR Check, Size = 2.5); Inlet Node: 06445-I; Outlet Node: 06445-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 33 gpm Date 2/5/2026 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 02 BLDG 5 4TH FLOOR RESIDENTIAL 0.1 600 150 4 0 100 167.5 56 Wet 13298.9 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 02 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 02 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 67.9 167.5 56 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) 67.5 0 0 67.5 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 56 167.5 N/A Sprinklers Other Date 2/5/2026 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0003 31.31 Node NODE 21.3 -15.7 0007 -5 Node NODE 55.9 0 0008 31.31 Node NODE 31.9 -15.7 0021 -5 Node NODE 55.9 0 0025 -5 Node NODE 56 0 0030 -5 Node NODE 56 0 05967-I -5 Node NODE 55.9 0 05967-O -5 Node NODE 55.9 0 05969 3.5 Node NODE 52.2 -3.7 05970-I 3.5 Node NODE 52.2 -3.7 05970-O 3.5 Node NODE 46 -3.7 06291-I 5 Node NODE 45.3 -4.3 06291-O 5.49 Node NODE 45.1 -4.5 06292-I 6.65 Node NODE 44.6 -5 06292-O 7.61 Node NODE 44.1 -5.5 06295 10 Node NODE 43.1 -6.5 06298 9.5 Node NODE 43.3 -6.3 06301-I 10 Node NODE 43 -6.5 06301-O 10 Node NODE 43 -6.5 06370-I 10 Node NODE 43 -6.5 06370-O 10 Node NODE 43 -6.5 06437 31.31 Node NODE 33.7 -15.7 06444-I 31.31 Node NODE 33.6 -15.7 06444-O 31.31 Node NODE 33.6 -15.7 06445-I 31.31 Node NODE 33.6 -15.7 Date 2/5/2026 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06445-O 31.31 Node NODE 33.2 -15.7 06449 31.31 Node NODE 33.1 -15.7 06487-I 31.31 Node NODE 33.7 -15.7 06487-O 31.31 Node NODE 33.5 -15.7 06488-I 31.31 Node NODE 33.8 -15.7 06488-O 31.31 Node NODE 33.7 -15.7 06489 31.31 Node NODE 33.8 -15.7 6508 31.31 Node NODE 28.8 -15.7 6904 40.55 Node NODE 7.9 -19.7 6908 40.8 Node NODE 4.6 -19.8 6909 40.8 Node NODE 4.2 -19.8 H1 -5 Outside Hose HOSE 100 55.9 0 100 S202 40.55 Overhead Sprinkler HEAD 5.6 Open 21.8 6.8 150 0.145 15.1 -19.7 7.2 15 S203 40.55 Overhead Sprinkler HEAD 5.6 Open 15.6 0.6 150 0.104 7.7 -19.7 7.2 15 S200 31.97 Overhead Sprinkler HEAD 5.6 Open 15 0.0 150 0.1 7.2 -16 7.2 15 S201 31.97 Overhead Sprinkler HEAD 5.6 Open 15.2 0.2 150 0.101 7.3 -16 7.2 15 W1 -5 Supply SUPPLY -167.5 56 0 Date 2/5/2026 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 6909 31.97 40.8 5.6 15 15 1 1.049 1x(us.90)=2 8.83 2 10.83 120 0.0764 7.2 -3.8 0.8 6909 6908 40.8 40.8 0 15 1 1.101 10 0 10 150 0.0399 4.2 0 0.4 6908 6904 40.8 40.55 15.2 30.2 1 1.101 1x(BM.Tee-Run)=1 3x(BM.90)=15 6.22 16 22.22 150 0.1454 4.6 0.1 3.2 6904 0003 40.55 31.31 15.6 45.8 1 1.101 1x(BM.Tee-Run)=1 2x(BM.90)=10 18.66 11 29.66 150 0.3139 7.9 4 9.3 0003 6508 31.31 31.31 21.8 67.5 1 1.101 2x(BM.Tee-Run)=2 9.67 2 11.67 150 0.6455 21.3 0 7.5 6508 0008 31.31 31.31 0 67.5 1.25 1.394 1x(BM.Tee-Run)=1 1x(BM.90)=6 8.47 7 15.47 150 0.2046 28.8 0 3.2 0008 06449 31.31 31.31 0 67.5 2 2.003 1x(BM.Tee-Run)=1 1x(us.Tee-Br)=12.96 1x(BM.Tee-Br)=10 8.05 23.96 32 150 0.035 31.9 0 1.1 06449 06445-O 31.31 31.31 -25.2 42.3 2.5 2.635 3x(us.90)=24.71 6.48 24.71 31.19 120 0.0059 33.1 0 0.2 06445-O 06445-I 31.31 31.31 0 42.3 2.5 0 0.67 0 0.67 0.4595 33.2 0 0.3 CV-1 FR Check *** 06445-I 06444-O 31.31 31.31 0 42.3 2.5 2.635 0.5 0 0.5 120 0.0059 33.6 0 0 06444-O 06444-I 31.31 31.31 0 42.3 2.5 0 0.32 0 0.32 0.1496 33.6 0 0.0 BFV-N *** 06444-I 06437 31.31 31.31 0 42.3 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0059 33.6 0 0.1 06437 06301-O 31.31 10 0 42.3 4 4.26 1x(us.Tee-Br)=26.33 22.83 26.33 49.16 120 0.0006 33.7 9.2 0.0 06301-O 06301-I 10 10 0 42.3 4 0 0.38 0 0.38 0.0309 43 0 0.0 BFV-N *** 06301-I 06298 10 9.5 0 42.3 4 4.26 3x(us.90)=39.5 102.15 39.5 141.65 120 0.0006 43 0.2 0.1 06298 06295 9.5 10 0 42.3 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 19.29 72.93 92.22 120 0.0001 43.3 -0.2 0 Date 2/5/2026 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06295 06292-O 10 7.61 25.2 67.5 6 6.357 2x(us.90)=35.21 29.51 35.21 64.72 120 0.0002 43.1 1 0.0 06292-O 06292-I 7.61 6.65 0 67.5 6 0 0.96 0 0.96 0.0488 44.1 0.4 0.0 CV-1 FR Check *** 06292-I 06291-O 6.65 5.49 0 67.5 6 6.357 1.16 0 1.16 120 0.0002 44.6 0.5 0 06291-O 06291-I 5.49 5 0 67.5 6 0 0.49 0 0.49 0.0073 45.1 0.2 0 BFV-N *** 06291-I 05970-O 5 3.5 0 67.5 6 6.357 1x(us.Tee-Br)=37.72 3.42 37.72 41.14 120 0.0002 45.3 0.6 0 05970-O 05970-I 3.5 3.5 0 67.5 6 0 0.5 0 0.5 12.4983 46 0 6.2 AmesC200H *** 05970-I 05969 3.5 3.5 0 67.5 6 6.357 1x(us.90)=17.6 3.57 17.6 21.17 120 0.0002 52.2 0 0 05969 05967-O 3.5 -5 0 67.5 6 6.4 1x(us.90)=24.19 17.58 24.19 41.77 140 0.0001 52.2 3.7 0 05967-O 05967-I -5 -5 0 67.5 6 0 0.87 0 0.87 0.0008 55.9 0 0 Gate A2360 *** 05967-I H1 -5 -5 0 67.5 6 6.4 1x(us.Tee-Br)=51.84 12.68 51.84 64.52 140 0.0001 55.9 0 0 H1 0021 -5 -5 100 109.8 8 8.55 1x(us.45)=15.85 243.01 15.85 258.86 140 0.0001 55.9 0 0.0 0021 0025 -5 -5 1.7 111.5 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 55.9 0 0.0 0025 0030 -5 -5 56.1 167.5 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 56 0 0.0 0030 W1 -5 -5 0 167.5 6 6.4 12.74 0 12.74 140 0.0007 56 0 0 W1 56 Date 2/5/2026 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S201 6908 31.97 40.8 5.6 15.2 15.2 1 1.049 1x(us.Tee-Br)=5 8.83 5 13.83 120 0.0778 7.3 -3.8 1.1 6908 4.6 3Path No: S203 6904 40.55 40.55 5.6 15.6 15.6 1 1.101 1x(BM.Tee-Br)=5 0.28 5 5.28 150 0.0425 7.7 0 0.2 6904 7.9 4Path No: S202 0003 40.55 31.31 5.6 21.8 21.8 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 11.65 15 26.65 150 0.0794 15.1 4 2.1 0003 21.3 5Path No: H1 0007 -5 -5 100 57.7 8 8.55 1x(elbow.22.5)=7.93 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 701.75 148.81 850.56 140 0.0000 55.9 0 0.0 0007 0025 -5 -5 -1.7 56.1 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 0.0000 55.9 0 0.0 0025 56 Date 2/5/2026 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06449 06487-O 31.31 31.31 0 25.2 2.5 2.635 3x(us.90)=24.71 189.55 24.71 214.26 120 0.0023 33.1 0 0.5 06487-O 06487-I 31.31 31.31 0 25.2 2.5 0 0.67 0 0.67 0.2757 33.5 0 0.2 CV-1 FR Check *** 06487-I 06488-O 31.31 31.31 0 25.2 2.5 2.635 0.5 0 0.5 120 0.0023 33.7 0 0 06488-O 06488-I 31.31 31.31 0 25.2 2.5 0 0.32 0 0.32 0.069 33.7 0 0.0 BFV-N *** 06488-I 06489 31.31 31.31 0 25.2 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0023 33.8 0 0.0 06489 06370-O 31.31 10 0 25.2 4 4.26 1x(us.Tee-Br)=26.33 22.57 26.33 48.9 120 0.0002 33.8 9.2 0.0 06370-O 06370-I 10 10 0 25.2 4 0 0.38 0 0.38 0.0178 43 0 0 BFV-N *** 06370-I 06295 10 10 0 25.2 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 70.98 39.5 110.48 120 0.0002 43 0 0.0 06295 43.1 7Path No: 0007 0021 -5 -5 0 1.7 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 55.9 0 0 0021 55.9 * 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 22.76 ft/s occurs in the following pipe(s): (6508-0003) Date 2/5/2026 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 02; 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: 02; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 05970-I; Outlet Node: 05970-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 6.2 psi @ 67.5 gpm Date 2/5/2026 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 02; Valve Ref.: 10139 (Gate A2360, Size = 6); Inlet Node: 05967-I; Outlet Node: 05967-O Flow, gpm5002000 3400490054065800Pressure, psi0.766 0.266 Pressure Loss Function Design Area: 02; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06291-I; Outlet Node: 06291-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 02; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06292-I; Outlet Node: 06292-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.0 psi @ 67.5 gpm Pressure Loss Function Design Area: 02; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06301-I; Outlet Node: 06301-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 02; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06370-I; Outlet Node: 06370-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 02; Valve Ref.: 10153 (BFV-N, Size = 2.5); Inlet Node: 06488-I; Outlet Node: 06488-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 02; Valve Ref.: 10154 (CV-1 FR Check, Size = 2.5); Inlet Node: 06487-I; Outlet Node: 06487-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 25.2 gpm Pressure Loss Function Design Area: 02; Valve Ref.: 10155 (BFV-N, Size = 2.5); Inlet Node: 06444-I; Outlet Node: 06444-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 02; Valve Ref.: 10156 (CV-1 FR Check, Size = 2.5); Inlet Node: 06445-I; Outlet Node: 06445-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 42.3 gpm Date 2/5/2026 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 03 BLDG 5 3RD FL PENDENT RESIDENTIAL 0.1 700 210 4 0 100 181.2 50.5 Wet 13297.1 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 03 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 03 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 67.9 181.2 50.5 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) 81.2 0 0 81.2 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 50.5 181.2 N/A Sprinklers Other Date 2/5/2026 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 50.4 0 0021 -5 Node NODE 50.4 0 0025 -5 Node NODE 50.4 0 0030 -5 Node NODE 50.4 0 05967-I -5 Node NODE 50.3 0 05967-O -5 Node NODE 50.3 0 05969 3.5 Node NODE 46.7 -3.7 05970-I 3.5 Node NODE 46.7 -3.7 05970-O 3.5 Node NODE 40.4 -3.7 06291-I 5 Node NODE 39.7 -4.3 06291-O 5.49 Node NODE 39.5 -4.5 06292-I 6.65 Node NODE 39 -5 06292-O 7.61 Node NODE 38.6 -5.5 06295 10 Node NODE 37.5 -6.5 06298 9.5 Node NODE 37.7 -6.3 06301-I 10 Node NODE 37.4 -6.5 06301-O 10 Node NODE 37.4 -6.5 06319 30.9 Node NODE 28.3 -15.6 06370-I 10 Node NODE 37.4 -6.5 06370-O 10 Node NODE 37.4 -6.5 06478 30.9 Node NODE 28.3 -15.6 06480-I 30.9 Node NODE 28.2 -15.6 06480-O 30.9 Node NODE 28.2 -15.6 06481-I 30.9 Node NODE 28.2 -15.6 06481-O 30.9 Node NODE 27.9 -15.6 Date 2/5/2026 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06511 30.9 Node NODE 27.2 -15.6 06543-I 30.9 Node NODE 28.2 -15.6 06543-O 30.9 Node NODE 27.9 -15.6 06544-I 30.9 Node NODE 28.3 -15.6 06544-O 30.9 Node NODE 28.2 -15.6 06843 30.9 Node NODE 14.7 -15.6 06845 30.9 Node NODE 13.5 -15.6 06893 30.9 Node NODE 12.1 -15.6 06895 30.9 Node NODE 9.4 -15.6 06898 30.9 Node NODE 8.3 -15.6 06899 30.9 Node NODE 9 -15.6 06900 30.9 Node NODE 11.6 -15.6 H1 -5 Outside Hose HOSE 100 50.4 0 100 S300 21.31 Overhead Sprinkler HEAD 5.6 Open 18.7 3.7 150 0.125 11.2 -11.4 7.2 15 S301 21.31 Overhead Sprinkler HEAD 5.6 Open 19.2 0.2 190 0.101 11.8 -11.4 11.5 19 S302 21.31 Overhead Sprinkler HEAD 5.6 Open 21 0 210 0.1 14.1 -11.4 14.1 21 S303 21.31 Overhead Sprinkler HEAD 5.6 Open 22.3 7.3 150 0.149 15.8 -11.4 7.2 15 W1 -5 Supply SUPPLY -181.2 50.5 0 Date 2/5/2026 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S302 06900 21.31 30.9 5.6 21 21 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.1419 14.1 -4.2 1.6 06900 06893 30.9 30.9 0 21 1 1.101 1x(BM.Tee-Br)=5 2.16 5 7.16 150 0.0742 11.6 0 0.5 06893 06843 30.9 30.9 37.9 58.9 1 1.101 1x(BM.Tee-Run)=1 4.2 1 5.2 150 0.5012 12.1 0 2.6 06843 06511 30.9 30.9 22.3 81.2 1 1.101 1x(us.Tee-Br)=9.56 4.26 9.56 13.82 150 0.9079 14.7 0 12.5 06511 06481-O 30.9 30.9 -38.6 42.6 2.5 2.635 3x(us.90)=24.71 82.62 24.71 107.33 120 0.0059 27.2 0 0.6 06481-O 06481-I 30.9 30.9 0 42.6 2.5 0 0.5 0 0.5 0.6177 27.9 0 0.3 CV-1 FR Check *** 06481-I 06480-O 30.9 30.9 0 42.6 2.5 2.635 0.5 0 0.5 120 0.0059 28.2 0 0 06480-O 06480-I 30.9 30.9 0 42.6 2.5 0 0.32 0 0.32 0.1517 28.2 0 0.0 BFV-N *** 06480-I 06478 30.9 30.9 0 42.6 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0059 28.2 0 0.1 06478 06370-O 30.9 10 0 42.6 4 4.26 1x(us.Tee-Br)=26.33 22.15 26.33 48.49 120 0.0006 28.3 9.1 0.0 06370-O 06370-I 10 10 0 42.6 4 0 0.38 0 0.38 0.0312 37.4 0 0.0 BFV-N *** 06370-I 06295 10 10 0 42.6 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 70.98 39.5 110.48 120 0.0006 37.4 0 0.1 06295 06292-O 10 7.61 38.6 81.2 6 6.357 2x(us.90)=35.21 29.51 35.21 64.72 120 0.0003 37.5 1 0.0 06292-O 06292-I 7.61 6.65 0 81.2 6 0 0.96 0 0.96 0.0587 38.6 0.4 0.1 CV-1 FR Check *** 06292-I 06291-O 6.65 5.49 0 81.2 6 6.357 1.16 0 1.16 120 0.0003 39 0.5 0 06291-O 06291-I 5.49 5 0 81.2 6 0 0.49 0 0.49 0.009 39.5 0.2 0 BFV-N *** Date 2/5/2026 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06291-I 05970-O 5 3.5 0 81.2 6 6.357 1x(us.Tee-Br)=37.72 3.42 37.72 41.14 120 0.0003 39.7 0.6 0.0 05970-O 05970-I 3.5 3.5 0 81.2 6 0 0.5 0 0.5 12.4881 40.4 0 6.2 AmesC200H *** 05970-I 05969 3.5 3.5 0 81.2 6 6.357 1x(us.90)=17.6 3.57 17.6 21.17 120 0.0003 46.7 0 0 05969 05967-O 3.5 -5 0 81.2 6 6.4 1x(us.90)=24.19 17.58 24.19 41.77 140 0.0002 46.7 3.7 0 05967-O 05967-I -5 -5 0 81.2 6 0 0.87 0 0.87 0.001 50.3 0 0 Gate A2360 *** 05967-I H1 -5 -5 0 81.2 6 6.4 1x(us.Tee-Br)=51.84 12.68 51.84 64.52 140 0.0002 50.3 0 0.0 H1 0021 -5 -5 100 118.8 8 8.55 1x(us.45)=15.85 243.01 15.85 258.86 140 0.0001 50.4 0 0.0 0021 0025 -5 -5 1.8 120.6 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 50.4 0 0.0 0025 0030 -5 -5 60.6 181.2 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 50.4 0 0.0 0030 W1 -5 -5 0 181.2 6 6.4 12.74 0 12.74 140 0.0009 50.4 0 0.0 W1 50.5 2Path No: S301 06899 21.31 30.9 5.6 19.2 19.2 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.1204 11.8 -4.2 1.4 06899 06895 30.9 30.9 0 19.2 1 1.101 1x(BM.Tee-Br)=5 1.24 5 6.24 150 0.0629 9 0 0.4 06895 06893 30.9 30.9 18.7 37.9 1 1.101 1x(BM.Tee-Run)=1 11.08 1 12.08 150 0.2216 9.4 0 2.7 06893 12.1 Date 2/5/2026 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S300 06898 21.31 30.9 5.6 18.7 18.7 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.1145 11.2 -4.2 1.3 06898 06895 30.9 30.9 0 18.7 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 11.99 6 17.99 150 0.0599 8.3 0 1.1 06895 9.4 4Path No: S303 06845 21.31 30.9 5.6 22.3 22.3 1 1.049 1x(us.90)=2 9.58 2 11.58 120 0.1584 15.8 -4.2 1.8 06845 06843 30.9 30.9 0 22.3 1 1.101 1x(BM.Tee-Br)=5 9.23 5 14.23 150 0.0828 13.5 0 1.2 06843 14.7 5Path No: H1 0007 -5 -5 100 62.4 8 8.55 1x(elbow.22.5)=7.93 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 701.75 148.81 850.56 140 0.0000 50.4 0 0.0 0007 0025 -5 -5 -1.8 60.6 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 0.0000 50.4 0 0.0 0025 50.4 Date 2/5/2026 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06511 06543-O 30.9 30.9 0 38.6 2.5 2.635 3x(us.90)=24.71 115 24.71 139.71 120 0.0049 27.2 0 0.7 06543-O 06543-I 30.9 30.9 0 38.6 2.5 0 0.5 0 0.5 0.5593 27.9 0 0.3 CV-1 FR Check *** 06543-I 06544-O 30.9 30.9 0 38.6 2.5 2.635 0.5 0 0.5 120 0.0049 28.2 0 0 06544-O 06544-I 30.9 30.9 0 38.6 2.5 0 0.32 0 0.32 0.1282 28.2 0 0.0 BFV-N *** 06544-I 06319 30.9 30.9 0 38.6 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0049 28.3 0 0.1 06319 06301-O 30.9 10 0 38.6 4 4.26 1x(us.Tee-Br)=26.33 22.41 26.33 48.75 120 0.0005 28.3 9.1 0.0 06301-O 06301-I 10 10 0 38.6 4 0 0.38 0 0.38 0.0279 37.4 0 0.0 BFV-N *** 06301-I 06298 10 9.5 0 38.6 4 4.26 3x(us.90)=39.5 102.15 39.5 141.65 120 0.0005 37.4 0.2 0.1 06298 06295 9.5 10 0 38.6 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 19.29 72.93 92.22 120 0.0001 37.7 -0.2 0 06295 37.5 7Path No: 0007 0021 -5 -5 0 1.8 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 50.4 0 0 0021 50.4 * 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 27.36 ft/s occurs in the following pipe(s): (06511-06843) Date 2/5/2026 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 03; 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: 03; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 05970-I; Outlet Node: 05970-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 6.2 psi @ 81.2 gpm Date 2/5/2026 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 03; Valve Ref.: 10139 (Gate A2360, Size = 6); Inlet Node: 05967-I; Outlet Node: 05967-O Flow, gpm5002000 3400490054065800Pressure, psi0.766 0.266 Pressure Loss Function Design Area: 03; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06291-I; Outlet Node: 06291-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 44Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 03; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06292-I; Outlet Node: 06292-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 81.2 gpm Pressure Loss Function Design Area: 03; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06301-I; Outlet Node: 06301-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 45Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 03; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06370-I; Outlet Node: 06370-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 03; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 06544-I; Outlet Node: 06544-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 46Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 03; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 06543-I; Outlet Node: 06543-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 38.6 gpm Pressure Loss Function Design Area: 03; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 06480-I; Outlet Node: 06480-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 47Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 03; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 06481-I; Outlet Node: 06481-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 42.6 gpm Date 2/5/2026 Page 48Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 04 BLDG 5 3RD FLOOR CC HEADS LIGHT HAZARD 0.1 1000 168 8 0 100 244.1 44 Wet 13297.9 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 2/5/2026 Page 49Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 04 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 50Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 04 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 67.9 244.1 44 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) 144.1 0 0 144.1 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 44 244.1 N/A Sprinklers Other Date 2/5/2026 Page 51Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 43.8 0 0021 -5 Node NODE 43.8 0 0025 -5 Node NODE 43.9 0 0030 -5 Node NODE 43.9 0 05967-I -5 Node NODE 43.7 0 05967-O -5 Node NODE 43.7 0 05969 3.5 Node NODE 40 -3.7 05970-I 3.5 Node NODE 40 -3.7 05970-O 3.5 Node NODE 35.6 -3.7 06291-I 5 Node NODE 34.9 -4.3 06291-O 5.49 Node NODE 34.7 -4.5 06292-I 6.65 Node NODE 34.2 -5 06292-O 7.61 Node NODE 33.7 -5.5 06295 10 Node NODE 32.6 -6.5 06298 9.5 Node NODE 32.8 -6.3 06301-I 10 Node NODE 32.4 -6.5 06301-O 10 Node NODE 32.3 -6.5 06319 30.9 Node NODE 23.2 -15.6 06370-I 10 Node NODE 32.4 -6.5 06370-O 10 Node NODE 32.4 -6.5 06478 30.9 Node NODE 23.2 -15.6 06480-I 30.9 Node NODE 22.9 -15.6 06480-O 30.9 Node NODE 22.8 -15.6 06481-I 30.9 Node NODE 22.8 -15.6 06481-O 30.9 Node NODE 22.3 -15.6 Date 2/5/2026 Page 52Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06509 30.9 Node NODE 20.5 -15.6 06511 30.9 Node NODE 20.5 -15.6 06516 30.9 Node NODE 20.5 -15.6 06543-I 30.9 Node NODE 22.8 -15.6 06543-O 30.9 Node NODE 22.3 -15.6 06544-I 30.9 Node NODE 23 -15.6 06544-O 30.9 Node NODE 22.8 -15.6 06852 30.9 Node NODE 12.8 -15.6 06857 30.9 Node NODE 10.2 -15.6 06858 30.9 Node NODE 9.8 -15.6 06892 30.9 Node NODE 13.5 -15.6 06894 30.9 Node NODE 11 -15.6 06896 30.9 Node NODE 10.4 -15.6 06906 30.9 Node NODE 11.5 -15.6 06912 30.9 Node NODE 10.6 -15.6 H1 -5 Outside Hose HOSE 100 43.8 0 100 S400 31.56 Overhead Sprinkler HEAD 5.6 Open 16.8 0 168 0.1 9 -15.8 9 16.8 S401 31.56 Overhead Sprinkler HEAD 5.6 Open 17.1 0.3 168 0.102 9.4 -15.8 9 16.8 S402 31.56 Overhead Sprinkler HEAD 5.6 Open 19.2 2.4 168 0.114 11.8 -15.8 9 16.8 S403 31.56 Overhead Sprinkler HEAD 5.6 Open 17.3 0.5 168 0.103 9.5 -15.8 9 16.8 S404 31.56 Overhead Sprinkler HEAD 5.6 Open 17.8 1 168 0.106 10.1 -15.8 9 16.8 S405 31.56 Overhead Sprinkler HEAD 5.6 Open 19.8 3 168 0.118 12.5 -15.8 9 16.8 S406 31.56 Overhead Sprinkler HEAD 5.6 Open 17.8 1 168 0.106 10.1 -15.8 9 16.8 S407 31.56 Overhead Sprinkler HEAD 5.6 Open 18.2 1.4 168 0.108 10.6 -15.8 9 16.8 W1 -5 Supply SUPPLY -244.1 44 0 Date 2/5/2026 Page 53Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S400 06858 31.56 30.9 5.6 16.8 16.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.0939 9 0.3 0.5 06858 06857 30.9 30.9 0 16.8 1 1.101 8 0 8 150 0.0491 9.8 0 0.4 06857 06852 30.9 30.9 17.1 33.9 1 1.101 4x(BM.Tee-Run)=4 10.14 4 14.14 150 0.1805 10.2 0 2.6 06852 06516 30.9 30.9 19.2 53.2 1 1.101 1x(BM.Tee-Run)=1 1x(us.Tee-Br)=9.56 8.11 10.56 18.66 150 0.4145 12.8 0 7.7 06516 06543-O 30.9 30.9 16 69.2 2.5 2.635 3x(us.90)=24.71 101 24.71 125.71 120 0.0146 20.5 0 1.8 06543-O 06543-I 30.9 30.9 0 69.2 2.5 0 0.5 0 0.5 0.9887 22.3 0 0.5 CV-1 FR Check *** 06543-I 06544-O 30.9 30.9 0 69.2 2.5 2.635 0.5 0 0.5 120 0.0146 22.8 0 0 06544-O 06544-I 30.9 30.9 0 69.2 2.5 0 0.32 0 0.32 0.3815 22.8 0 0.1 BFV-N *** 06544-I 06319 30.9 30.9 0 69.2 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0146 23 0 0.3 06319 06301-O 30.9 10 0 69.2 4 4.26 1x(us.Tee-Br)=26.33 22.41 26.33 48.75 120 0.0014 23.2 9.1 0.1 06301-O 06301-I 10 10 0 69.2 4 0 0.38 0 0.38 0.055 32.3 0 0.0 BFV-N *** 06301-I 06298 10 9.5 0 69.2 4 4.26 3x(us.90)=39.5 102.15 39.5 141.65 120 0.0014 32.4 0.2 0.2 06298 06295 9.5 10 0 69.2 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 19.29 72.93 92.22 120 0.0002 32.8 -0.2 0.0 06295 06292-O 10 7.61 74.9 144.1 6 6.357 2x(us.90)=35.21 29.51 35.21 64.72 120 0.0008 32.6 1 0.1 06292-O 06292-I 7.61 6.65 0 144.1 6 0 0.96 0 0.96 0.105 33.7 0.4 0.1 CV-1 FR Check *** 06292-I 06291-O 6.65 5.49 0 144.1 6 6.357 1.16 0 1.16 120 0.0008 34.2 0.5 0 Date 2/5/2026 Page 54Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06291-O 06291-I 5.49 5 0 144.1 6 0 0.49 0 0.49 0.0187 34.7 0.2 0 BFV-N *** 06291-I 05970-O 5 3.5 0 144.1 6 6.357 1x(us.Tee-Br)=37.72 3.42 37.72 41.14 120 0.0008 34.9 0.6 0.0 05970-O 05970-I 3.5 3.5 0 144.1 6 0 0.5 0 0.5 8.8731 35.6 0 4.4 AmesC200H *** 05970-I 05969 3.5 3.5 0 144.1 6 6.357 1x(us.90)=17.6 3.57 17.6 21.17 120 0.0008 40 0 0.0 05969 05967-O 3.5 -5 0 144.1 6 6.4 1x(us.90)=24.19 17.58 24.19 41.77 140 0.0006 40 3.7 0.0 05967-O 05967-I -5 -5 0 144.1 6 0 0.87 0 0.87 0.0018 43.7 0 0 Gate A2360 *** 05967-I H1 -5 -5 0 144.1 6 6.4 1x(us.Tee-Br)=51.84 12.68 51.84 64.52 140 0.0006 43.7 0 0.0 H1 0021 -5 -5 100 160 8 8.55 1x(us.45)=15.85 243.01 15.85 258.86 140 0.0002 43.8 0 0.0 0021 0025 -5 -5 2.4 162.4 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0002 43.8 0 0.0 0025 0030 -5 -5 81.7 244.1 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 43.9 0 0.1 0030 W1 -5 -5 0 244.1 6 6.4 12.74 0 12.74 140 0.0015 43.9 0 0.0 W1 44 2Path No: S401 06857 31.56 30.9 5.6 17.1 17.1 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.0975 9.4 0.3 0.6 06857 10.2 Date 2/5/2026 Page 55Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S403 06896 31.56 30.9 5.6 17.3 17.3 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.0988 9.5 0.3 0.6 06896 06894 30.9 30.9 0 17.3 1 1.101 1x(BM.Tee-Run)=1 12 1 13 150 0.0516 10.4 0 0.7 06894 06892 30.9 30.9 17.8 35.1 1 1.101 1x(BM.Tee-Run)=1 12 1 13 150 0.1922 11 0 2.5 06892 06511 30.9 30.9 19.8 54.9 1 1.101 1x(BM.Tee-Run)=1 1x(us.Tee-Br)=9.56 5.25 10.56 15.81 150 0.4402 13.5 0 7 06511 06509 30.9 30.9 -16 38.9 2.5 2.635 3.85 0 3.85 120 0.005 20.5 0 0.0 06509 06481-O 30.9 30.9 36 74.9 2.5 2.635 3x(us.90)=24.71 78.77 24.71 103.48 120 0.0169 20.5 0 1.7 06481-O 06481-I 30.9 30.9 0 74.9 2.5 0 0.5 0 0.5 1.0669 22.3 0 0.5 CV-1 FR Check *** 06481-I 06480-O 30.9 30.9 0 74.9 2.5 2.635 0.5 0 0.5 120 0.0169 22.8 0 0 06480-O 06480-I 30.9 30.9 0 74.9 2.5 0 0.32 0 0.32 0.449 22.8 0 0.1 BFV-N *** 06480-I 06478 30.9 30.9 0 74.9 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0169 22.9 0 0.3 06478 06370-O 30.9 10 0 74.9 4 4.26 1x(us.Tee-Br)=26.33 22.15 26.33 48.49 120 0.0016 23.2 9.1 0.1 06370-O 06370-I 10 10 0 74.9 4 0 0.38 0 0.38 0.0608 32.4 0 0.0 BFV-N *** 06370-I 06295 10 10 0 74.9 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 70.98 39.5 110.48 120 0.0016 32.4 0 0.2 06295 32.6 Date 2/5/2026 Page 56Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4Path No: S406 06912 31.56 30.9 5.6 17.8 17.8 1 1.049 1x(us.90)=2 0.67 2 2.67 120 0.1043 10.1 0.3 0.3 06912 06906 30.9 30.9 0 17.8 1 1.101 3x(BM.Tee-Run)=3 12 3 15 150 0.0545 10.6 0 0.8 06906 06509 30.9 30.9 18.2 36 1 1.101 1x(us.Tee-Br)=9.56 2x(BM.90)=10 1x(BM.Tee-Run)=1 24.4 20.56 44.96 150 0.2011 11.5 0 9 06509 20.5 5Path No: S404 06894 31.56 30.9 5.6 17.8 17.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1049 10.1 0.3 0.6 06894 11 6Path No: S407 06906 31.56 30.9 5.6 18.2 18.2 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1089 10.6 0.3 0.6 06906 11.5 7Path No: S402 06852 31.56 30.9 5.6 19.2 19.2 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1206 11.8 0.3 0.7 06852 12.8 8Path No: S405 06892 31.56 30.9 5.6 19.8 19.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1275 12.5 0.3 0.7 06892 13.5 9Path No: H1 0007 -5 -5 100 84.1 8 8.55 1x(elbow.22.5)=7.93 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 701.75 148.81 850.56 140 0.0001 43.8 0 0.0 0007 0025 -5 -5 -2.4 81.7 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 0.0000 43.8 0 0.0 0025 43.9 Date 2/5/2026 Page 57Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06511 06516 30.9 30.9 0 16 2.5 2.635 14 0 14 120 0.001 20.5 0 0.0 06516 20.5 11Path No: 0007 0021 -5 -5 0 2.4 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 43.8 0 0 0021 43.8 * 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 18.51 ft/s occurs in the following pipe(s): (06511-06892) Date 2/5/2026 Page 58Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 04; 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: 04; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 05970-I; Outlet Node: 05970-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 4.4 psi @ 144.1 gpm Date 2/5/2026 Page 59Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 04; Valve Ref.: 10139 (Gate A2360, Size = 6); Inlet Node: 05967-I; Outlet Node: 05967-O Flow, gpm5002000 3400490054065800Pressure, psi0.766 0.266 Pressure Loss Function Design Area: 04; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06291-I; Outlet Node: 06291-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 60Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 04; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06292-I; Outlet Node: 06292-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 144.1 gpm Pressure Loss Function Design Area: 04; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06301-I; Outlet Node: 06301-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 61Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 04; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06370-I; Outlet Node: 06370-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 04; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 06544-I; Outlet Node: 06544-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 0.1 psi @ 69.2 gpm Date 2/5/2026 Page 62Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 04; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 06543-I; Outlet Node: 06543-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.5 psi @ 69.2 gpm Pressure Loss Function Design Area: 04; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 06480-I; Outlet Node: 06480-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 0.1 psi @ 74.9 gpm Date 2/5/2026 Page 63Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 04; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 06481-I; Outlet Node: 06481-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.5 psi @ 74.9 gpm Date 2/5/2026 Page 64Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 05 BLDG 5 3RD FL PENDENT RESIDENTIAL 0.1 730 240 4 0 100 201.8 53.7 Wet 13299.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 65Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 05 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 66Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 05 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 67.9 201.8 53.7 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) 101.8 0 0 101.8 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 53.7 201.8 N/A Sprinklers Other Date 2/5/2026 Page 67Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 53.7 0 0021 -5 Node NODE 53.7 0 0025 -5 Node NODE 53.7 0 0030 -5 Node NODE 53.7 0 05967-I -5 Node NODE 53.6 0 05967-O -5 Node NODE 53.6 0 05969 3.5 Node NODE 49.9 -3.7 05970-I 3.5 Node NODE 49.9 -3.7 05970-O 3.5 Node NODE 43.9 -3.7 06291-I 5 Node NODE 43.3 -4.3 06291-O 5.49 Node NODE 43.1 -4.5 06292-I 6.65 Node NODE 42.6 -5 06292-O 7.61 Node NODE 42.1 -5.5 06295 10 Node NODE 41 -6.5 06298 9.5 Node NODE 41.2 -6.3 06301-I 10 Node NODE 40.8 -6.5 06301-O 10 Node NODE 40.8 -6.5 06319 30.9 Node NODE 31.7 -15.6 06370-I 10 Node NODE 41 -6.5 06370-O 10 Node NODE 40.9 -6.5 06460 30.9 Node NODE 27.7 -15.6 06478 30.9 Node NODE 31.9 -15.6 06479 30.9 Node NODE 23.2 -15.6 06480-I 30.9 Node NODE 31.8 -15.6 06480-O 30.9 Node NODE 31.7 -15.6 Date 2/5/2026 Page 68Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06481-I 30.9 Node NODE 31.7 -15.6 06481-O 30.9 Node NODE 31.5 -15.6 06484 30.9 Node NODE 22.3 -15.6 06538 30.9 Node NODE 30.5 -15.6 06543-I 30.9 Node NODE 31.3 -15.6 06543-O 30.9 Node NODE 30.9 -15.6 06544-I 30.9 Node NODE 31.5 -15.6 06544-O 30.9 Node NODE 31.4 -15.6 06568 30.9 Node NODE 20.4 -15.6 06571 30.9 Node NODE 17.1 -15.6 H1 -5 Outside Hose HOSE 100 53.6 0 100 S500 21.31 Overhead Sprinkler HEAD 5.6 Open 27.7 12.7 150 0.184 24.4 -11.4 7.2 15 S501 21.31 Overhead Sprinkler HEAD 5.6 Open 24 0.0 240 0.1 18.4 -11.4 18.4 24 S502 21.31 Overhead Sprinkler HEAD 5.6 Open 24.5 5.5 190 0.129 19.2 -11.4 11.5 19 S503 21.31 Overhead Sprinkler HEAD 5.6 Open 25.6 10.6 150 0.171 20.9 -11.4 7.2 15 W1 -5 Supply SUPPLY -201.8 53.7 0 Date 2/5/2026 Page 69Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S501 06571 21.31 30.9 5.6 24 24 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 1x(BM.90)=5 18.6 11 29.6 150 0.0951 18.4 -4.2 2.8 06571 06568 30.9 30.9 24.5 48.5 1 1.101 2x(BM.Tee-Run)=2 7.39 2 9.39 150 0.3502 17.1 0 3.3 06568 06484 30.9 30.9 25.6 74.2 1 1.101 1x(BM.Tee-Run)=1 1.58 1 2.58 150 0.7674 20.4 0 2 06484 06479 30.9 30.9 0 74.2 1.25 1.394 1x(BM.Tee-Run)=1 2.58 1 3.58 150 0.2432 22.3 0 0.9 06479 06460 30.9 30.9 27.7 101.8 1.25 1.394 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=6 3.38 7 10.38 150 0.4375 23.2 0 4.5 06460 06538 30.9 30.9 0 101.8 2 2.003 1x(us.Tee-Br)=12.96 1x(BM.90)=10 13.48 22.96 36.43 150 0.0749 27.7 0 2.7 06538 06543-O 30.9 30.9 -37.5 64.3 2.5 2.635 3x(us.90)=24.71 7.94 24.71 32.65 120 0.0127 30.5 0 0.4 06543-O 06543-I 30.9 30.9 0 64.3 2.5 0 0.5 0 0.5 0.9221 30.9 0 0.5 CV-1 FR Check *** 06543-I 06544-O 30.9 30.9 0 64.3 2.5 2.635 0.5 0 0.5 120 0.0127 31.3 0 0 06544-O 06544-I 30.9 30.9 0 64.3 2.5 0 0.32 0 0.32 0.3293 31.4 0 0.1 BFV-N *** 06544-I 06319 30.9 30.9 0 64.3 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0127 31.5 0 0.2 06319 06301-O 30.9 10 0 64.3 4 4.26 1x(us.Tee-Br)=26.33 22.41 26.33 48.75 120 0.0012 31.7 9.1 0.1 06301-O 06301-I 10 10 0 64.3 4 0 0.38 0 0.38 0.0502 40.8 0 0.0 BFV-N *** 06301-I 06298 10 9.5 0 64.3 4 4.26 3x(us.90)=39.5 102.15 39.5 141.65 120 0.0012 40.8 0.2 0.2 06298 06295 9.5 10 0 64.3 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 19.29 72.93 92.22 120 0.0002 41.2 -0.2 0.0 06295 06292-O 10 7.61 37.5 101.8 6 6.357 2x(us.90)=35.21 29.51 35.21 64.72 120 0.0004 41 1 0.0 Date 2/5/2026 Page 70Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06292-O 06292-I 7.61 6.65 0 101.8 6 0 0.96 0 0.96 0.0738 42.1 0.4 0.1 CV-1 FR Check *** 06292-I 06291-O 6.65 5.49 0 101.8 6 6.357 1.16 0 1.16 120 0.0004 42.6 0.5 0 06291-O 06291-I 5.49 5 0 101.8 6 0 0.49 0 0.49 0.0118 43.1 0.2 0 BFV-N *** 06291-I 05970-O 5 3.5 0 101.8 6 6.357 1x(us.Tee-Br)=37.72 3.42 37.72 41.14 120 0.0004 43.3 0.6 0.0 05970-O 05970-I 3.5 3.5 0 101.8 6 0 0.5 0 0.5 11.9193 43.9 0 6 AmesC200H *** 05970-I 05969 3.5 3.5 0 101.8 6 6.357 1x(us.90)=17.6 3.57 17.6 21.17 120 0.0004 49.9 0 0 05969 05967-O 3.5 -5 0 101.8 6 6.4 1x(us.90)=24.19 17.58 24.19 41.77 140 0.0003 49.9 3.7 0.0 05967-O 05967-I -5 -5 0 101.8 6 0 0.87 0 0.87 0.0013 53.6 0 0 Gate A2360 *** 05967-I H1 -5 -5 0 101.8 6 6.4 1x(us.Tee-Br)=51.84 12.68 51.84 64.52 140 0.0003 53.6 0 0.0 H1 0021 -5 -5 100 132.3 8 8.55 1x(us.45)=15.85 243.01 15.85 258.86 140 0.0001 53.6 0 0.0 0021 0025 -5 -5 2 134.3 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 53.7 0 0.0 0025 0030 -5 -5 67.5 201.8 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 53.7 0 0.0 0030 W1 -5 -5 0 201.8 6 6.4 12.74 0 12.74 140 0.0011 53.7 0 0.0 W1 53.7 2Path No: S502 06571 21.31 30.9 5.6 24.5 24.5 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 10.6 10 20.6 150 0.0989 19.2 -4.2 2 06571 17.1 Date 2/5/2026 Page 71Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S503 06568 21.31 30.9 5.6 25.6 25.6 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 2x(BM.90)=10 17.53 16 33.53 150 0.1071 20.9 -4.2 3.6 06568 20.4 4Path No: S500 06479 21.31 30.9 5.6 27.7 27.7 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 13.74 10 23.74 150 0.1236 24.4 -4.2 2.9 06479 23.2 5Path No: H1 0007 -5 -5 100 69.5 8 8.55 1x(elbow.22.5)=7.93 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 701.75 148.81 850.56 140 0.0000 53.6 0 0.0 0007 0025 -5 -5 -2 67.5 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 0.0000 53.7 0 0.0 0025 53.7 6Path No: 06538 06481-O 30.9 30.9 0 37.5 2.5 2.635 3x(us.90)=24.71 189.68 24.71 214.39 120 0.0047 30.5 0 1 06481-O 06481-I 30.9 30.9 0 37.5 2.5 0 0.5 0 0.5 0.5442 31.5 0 0.3 CV-1 FR Check *** 06481-I 06480-O 30.9 30.9 0 37.5 2.5 2.635 0.5 0 0.5 120 0.0047 31.7 0 0 06480-O 06480-I 30.9 30.9 0 37.5 2.5 0 0.32 0 0.32 0.1227 31.7 0 0.0 BFV-N *** 06480-I 06478 30.9 30.9 0 37.5 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0047 31.8 0 0.1 06478 06370-O 30.9 10 0 37.5 4 4.26 1x(us.Tee-Br)=26.33 22.15 26.33 48.49 120 0.0005 31.9 9.1 0.0 06370-O 06370-I 10 10 0 37.5 4 0 0.38 0 0.38 0.0271 40.9 0 0.0 BFV-N *** 06370-I 06295 10 10 0 37.5 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 70.98 39.5 110.48 120 0.0005 41 0 0.0 06295 41 Date 2/5/2026 Page 72Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 7Path No: 0007 0021 -5 -5 0 2 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 53.7 0 0 0021 53.7 * 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 24.99 ft/s occurs in the following pipe(s): (06484-06568) Date 2/5/2026 Page 73Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 05; 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: 05; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 05970-I; Outlet Node: 05970-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 6 psi @ 101.8 gpm Date 2/5/2026 Page 74Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 05; Valve Ref.: 10139 (Gate A2360, Size = 6); Inlet Node: 05967-I; Outlet Node: 05967-O Flow, gpm5002000 3400490054065800Pressure, psi0.766 0.266 Pressure Loss Function Design Area: 05; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06291-I; Outlet Node: 06291-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 75Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 05; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06292-I; Outlet Node: 06292-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 101.8 gpm Pressure Loss Function Design Area: 05; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06301-I; Outlet Node: 06301-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 76Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 05; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06370-I; Outlet Node: 06370-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 05; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 06544-I; Outlet Node: 06544-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 0.1 psi @ 64.3 gpm Date 2/5/2026 Page 77Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 05; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 06543-I; Outlet Node: 06543-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.5 psi @ 64.3 gpm Pressure Loss Function Design Area: 05; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 06480-I; Outlet Node: 06480-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 78Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 05; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 06481-I; Outlet Node: 06481-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 37.5 gpm Date 2/5/2026 Page 79Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 06 BLDG 5 3RD FLOOR CC LIGHT HAZARD 0.1 1000 210 8 0 100 262.2 45 Wet 13301.6 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 2/5/2026 Page 80Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 06 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 81Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 06 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 67.9 262.2 45 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) 162.2 0 0 162.2 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 45 262.2 N/A Sprinklers Other Date 2/5/2026 Page 82Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 44.8 0 0021 -5 Node NODE 44.8 0 0025 -5 Node NODE 44.9 0 0030 -5 Node NODE 44.9 0 1233 30.9 Node NODE 10.8 -15.6 1237 30.9 Node NODE 10.4 -15.6 05967-I -5 Node NODE 44.7 0 05967-O -5 Node NODE 44.7 0 05969 3.5 Node NODE 41 -3.7 05970-I 3.5 Node NODE 41 -3.7 05970-O 3.5 Node NODE 37.3 -3.7 06291-I 5 Node NODE 36.6 -4.3 06291-O 5.49 Node NODE 36.4 -4.5 06292-I 6.65 Node NODE 35.9 -5 06292-O 7.61 Node NODE 35.4 -5.5 06295 10 Node NODE 34.3 -6.5 06298 9.5 Node NODE 34.5 -6.3 06301-I 10 Node NODE 33.8 -6.5 06301-O 10 Node NODE 33.8 -6.5 06319 30.9 Node NODE 24.6 -15.6 06370-I 10 Node NODE 34.2 -6.5 06370-O 10 Node NODE 34.1 -6.5 06460 30.9 Node NODE 19.1 -15.6 06478 30.9 Node NODE 25 -15.6 06480-I 30.9 Node NODE 24.8 -15.6 Date 2/5/2026 Page 83Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06480-O 30.9 Node NODE 24.8 -15.6 06481-I 30.9 Node NODE 24.8 -15.6 06481-O 30.9 Node NODE 24.3 -15.6 06484 30.9 Node NODE 17.2 -15.6 06536 30.9 Node NODE 22 -15.6 06538 30.9 Node NODE 22 -15.6 06543-I 30.9 Node NODE 23.8 -15.6 06543-O 30.9 Node NODE 23 -15.6 06544-I 30.9 Node NODE 24.1 -15.6 06544-O 30.9 Node NODE 23.8 -15.6 06553 30.9 Node NODE 18.8 -15.6 06555 30.9 Node NODE 16.1 -15.6 06559 30.9 Node NODE 14.7 -15.6 06570 30.9 Node NODE 14.8 -15.6 06573 30.9 Node NODE 13.9 -15.6 06620 30.9 Node NODE 14.3 -15.6 1183 30.9 Node NODE 17.8 -15.6 H1 -5 Outside Hose HOSE 100 44.8 0 100 S600 31.56 Overhead Sprinkler HEAD 5.6 Open 21 0 210 0.1 14.1 -15.8 14.1 21 S601 31.56 Overhead Sprinkler HEAD 5.6 Open 21.6 0.6 210 0.103 14.9 -15.8 14.1 21 S602 31.56 Overhead Sprinkler HEAD 5.6 Open 20.4 3.6 168 0.121 13.2 -15.8 9 16.8 S603 31.56 Overhead Sprinkler HEAD 5.6 Open 20.8 4 168 0.124 13.8 -15.8 9 16.8 S604 31.56 Overhead Sprinkler HEAD 5.6 Open 22.8 6 168 0.136 16.5 -15.8 9 16.8 S605 31.56 Overhead Sprinkler HEAD 5.6 Open 17.5 0.7 168 0.104 9.8 -15.8 9 16.8 S606 31.56 Overhead Sprinkler HEAD 5.6 Open 17.7 0.9 168 0.105 10 -15.8 9 16.8 Date 2/5/2026 Page 84Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S607 31.56 Overhead Sprinkler HEAD 5.6 Open 20.4 3.6 168 0.121 13.3 -15.8 9 16.8 W1 -5 Supply SUPPLY -262.2 45 0 Date 2/5/2026 Page 85Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S600 06559 31.56 30.9 5.6 21 21 1 1.049 1x(us.90)=2 0.67 2 2.67 120 0.1419 14.1 0.3 0.4 06559 06555 30.9 30.9 0 21 1 1.101 3x(BM.Tee-Run)=3 15 3 18 150 0.0742 14.7 0 1.3 06555 06553 30.9 30.9 21.6 42.6 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 4.1 6 10.1 150 0.2753 16.1 0 2.8 06553 06460 30.9 30.9 0 42.6 2 2.003 1x(BM.Tee-Run)=1 14 1 15 150 0.0149 18.8 0 0.2 06460 06538 30.9 30.9 63.9 106.6 2 2.003 1x(us.Tee-Br)=12.96 1x(BM.90)=10 13.48 22.96 36.43 150 0.0815 19.1 0 3 06538 06543-O 30.9 30.9 -3.7 102.9 2.5 2.635 3x(us.90)=24.71 7.94 24.71 32.65 120 0.0304 22 0 1 06543-O 06543-I 30.9 30.9 0 102.9 2.5 0 0.5 0 0.5 1.4725 23 0 0.7 CV-1 FR Check *** 06543-I 06544-O 30.9 30.9 0 102.9 2.5 2.635 0.5 0 0.5 120 0.0304 23.8 0 0.0 06544-O 06544-I 30.9 30.9 0 102.9 2.5 0 0.32 0 0.32 0.8628 23.8 0 0.3 BFV-N *** 06544-I 06319 30.9 30.9 0 102.9 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0304 24.1 0 0.5 06319 06301-O 30.9 10 0 102.9 4 4.26 1x(us.Tee-Br)=26.33 22.41 26.33 48.75 120 0.0029 24.6 9.1 0.1 06301-O 06301-I 10 10 0 102.9 4 0 0.38 0 0.38 0.0945 33.8 0 0.0 BFV-N *** 06301-I 06298 10 9.5 0 102.9 4 4.26 3x(us.90)=39.5 102.15 39.5 141.65 120 0.0029 33.8 0.2 0.4 06298 06295 9.5 10 0 102.9 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 19.29 72.93 92.22 120 0.0004 34.5 -0.2 0.0 06295 06292-O 10 7.61 59.3 162.2 6 6.357 2x(us.90)=35.21 29.51 35.21 64.72 120 0.001 34.3 1 0.1 06292-O 06292-I 7.61 6.65 0 162.2 6 0 0.96 0 0.96 0.1186 35.4 0.4 0.1 CV-1 FR Check *** Date 2/5/2026 Page 86Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06292-I 06291-O 6.65 5.49 0 162.2 6 6.357 1.16 0 1.16 120 0.001 35.9 0.5 0 06291-O 06291-I 5.49 5 0 162.2 6 0 0.49 0 0.49 0.0223 36.4 0.2 0.0 BFV-N *** 06291-I 05970-O 5 3.5 0 162.2 6 6.357 1x(us.Tee-Br)=37.72 3.42 37.72 41.14 120 0.001 36.6 0.6 0.0 05970-O 05970-I 3.5 3.5 0 162.2 6 0 0.5 0 0.5 7.3261 37.3 0 3.7 AmesC200H *** 05970-I 05969 3.5 3.5 0 162.2 6 6.357 1x(us.90)=17.6 3.57 17.6 21.17 120 0.001 41 0 0.0 05969 05967-O 3.5 -5 0 162.2 6 6.4 1x(us.90)=24.19 17.58 24.19 41.77 140 0.0007 41 3.7 0.0 05967-O 05967-I -5 -5 0 162.2 6 0 0.87 0 0.87 0.0021 44.7 0 0 Gate A2360 *** 05967-I H1 -5 -5 0 162.2 6 6.4 1x(us.Tee-Br)=51.84 12.68 51.84 64.52 140 0.0007 44.7 0 0.0 H1 0021 -5 -5 100 171.8 8 8.55 1x(us.45)=15.85 243.01 15.85 258.86 140 0.0002 44.8 0 0.0 0021 0025 -5 -5 2.6 174.5 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0002 44.8 0 0.1 0025 0030 -5 -5 87.7 262.2 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 44.9 0 0.1 0030 W1 -5 -5 0 262.2 6 6.4 12.74 0 12.74 140 0.0017 44.9 0 0.0 W1 45 Date 2/5/2026 Page 87Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S605 1237 31.56 30.9 5.6 17.5 17.5 1 1.049 1x(us.90)=2 0.67 2 2.67 120 0.1017 9.8 0.3 0.3 1237 1233 30.9 30.9 0 17.5 1 1.101 1x(BM.Tee-Run)=1 8 1 9 150 0.0531 10.4 0 0.5 1233 06620 30.9 30.9 17.7 35.2 1 1.101 4x(BM.Tee-Run)=4 14 4 18 150 0.1933 10.8 0 3.5 06620 06536 30.9 30.9 20.4 55.6 1 1.101 1x(BM.Tee-Run)=1 1x(us.Tee-Br)=9.56 6.56 10.56 17.11 150 0.4506 14.3 0 7.7 06536 06481-O 30.9 30.9 3.7 59.3 2.5 2.635 3x(us.90)=24.71 184.7 24.71 209.42 120 0.0109 22 0 2.3 06481-O 06481-I 30.9 30.9 0 59.3 2.5 0 0.5 0 0.5 0.8522 24.3 0 0.4 CV-1 FR Check *** 06481-I 06480-O 30.9 30.9 0 59.3 2.5 2.635 0.5 0 0.5 120 0.0109 24.8 0 0 06480-O 06480-I 30.9 30.9 0 59.3 2.5 0 0.32 0 0.32 0.2799 24.8 0 0.1 BFV-N *** 06480-I 06478 30.9 30.9 0 59.3 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0109 24.8 0 0.2 06478 06370-O 30.9 10 0 59.3 4 4.26 1x(us.Tee-Br)=26.33 22.15 26.33 48.49 120 0.0011 25 9.1 0.1 06370-O 06370-I 10 10 0 59.3 4 0 0.38 0 0.38 0.0455 34.1 0 0.0 BFV-N *** 06370-I 06295 10 10 0 59.3 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 70.98 39.5 110.48 120 0.0011 34.2 0 0.1 06295 34.3 3Path No: S601 06555 31.56 30.9 5.6 21.6 21.6 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.15 14.9 0.3 0.8 06555 16.1 4Path No: S606 1233 31.56 30.9 5.6 17.7 17.7 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1033 10 0.3 0.6 1233 10.8 Date 2/5/2026 Page 88Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S602 06573 31.56 30.9 5.6 20.4 20.4 1 1.049 1x(us.90)=2 0.67 2 2.67 120 0.1341 13.2 0.3 0.4 06573 06570 30.9 30.9 0 20.4 1 1.101 2x(BM.Tee-Run)=2 12 2 14 150 0.0701 13.9 0 1 06570 06484 30.9 30.9 20.8 41.1 1 1.101 3x(BM.Tee-Run)=3 6.14 3 9.14 150 0.2578 14.8 0 2.4 06484 1183 30.9 30.9 0 41.1 1.25 1.394 2x(BM.Tee-Run)=2 4.92 2 6.92 150 0.0817 17.2 0 0.6 1183 06460 30.9 30.9 22.8 63.9 1.25 1.394 1x(BM.Tee-Br)=6 1.04 6 7.04 150 0.1847 17.8 0 1.3 06460 19.1 6Path No: S607 06620 31.56 30.9 5.6 20.4 20.4 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1346 13.3 0.3 0.8 06620 14.3 7Path No: S603 06570 31.56 30.9 5.6 20.8 20.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.1392 13.8 0.3 0.8 06570 14.8 8Path No: S604 1183 31.56 30.9 5.6 22.8 22.8 1 1.049 1x(us.Tee-Br)=5 0.67 5 5.67 120 0.165 16.5 0.3 0.9 1183 17.8 9Path No: H1 0007 -5 -5 100 90.3 8 8.55 1x(elbow.22.5)=7.93 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 701.75 148.81 850.56 140 0.0001 44.8 0 0.0 0007 0025 -5 -5 -2.6 87.7 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 44.8 0 0.1 0025 44.9 Date 2/5/2026 Page 89Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06538 06536 30.9 30.9 0 3.7 2.5 2.635 4.98 0 4.98 120 0.0001 22 0 0 06536 22 11Path No: 0007 0021 -5 -5 0 2.6 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 44.8 0 0 0021 44.8 * 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 18.75 ft/s occurs in the following pipe(s): (06536-06620) Date 2/5/2026 Page 90Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 06; 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: 06; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 05970-I; Outlet Node: 05970-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 3.7 psi @ 162.2 gpm Date 2/5/2026 Page 91Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 06; Valve Ref.: 10139 (Gate A2360, Size = 6); Inlet Node: 05967-I; Outlet Node: 05967-O Flow, gpm5002000 3400490054065800Pressure, psi0.766 0.266 Pressure Loss Function Design Area: 06; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06291-I; Outlet Node: 06291-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 92Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 06; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06292-I; Outlet Node: 06292-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 162.2 gpm Pressure Loss Function Design Area: 06; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06301-I; Outlet Node: 06301-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 93Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 06; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06370-I; Outlet Node: 06370-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 06; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 06544-I; Outlet Node: 06544-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 0.3 psi @ 102.9 gpm Date 2/5/2026 Page 94Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 06; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 06543-I; Outlet Node: 06543-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.7 psi @ 102.9 gpm Pressure Loss Function Design Area: 06; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 06480-I; Outlet Node: 06480-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.6110.1 psi @ 59.3 gpm Date 2/5/2026 Page 95Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 06; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 06481-I; Outlet Node: 06481-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.4 psi @ 59.3 gpm Date 2/5/2026 Page 96Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 34 BLDG 5 3RD FL PENDENT RESIDENTIAL 0.1 640 190 4 0 100 180.4 45.1 Wet 13301 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 4 SPKS 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 2/5/2026 Page 97Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 34 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 98Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 34 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 67.9 180.4 45.1 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) 80.4 0 0 80.4 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 45.1 180.4 N/A Sprinklers Other Date 2/5/2026 Page 99Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 45.1 0 0021 -5 Node NODE 45.1 0 0025 -5 Node NODE 45.1 0 0030 -5 Node NODE 45.1 0 05967-I -5 Node NODE 45 0 05967-O -5 Node NODE 45 0 05969 3.5 Node NODE 41.3 -3.7 05970-I 3.5 Node NODE 41.3 -3.7 05970-O 3.5 Node NODE 35.1 -3.7 06291-I 5 Node NODE 34.4 -4.3 06291-O 5.49 Node NODE 34.2 -4.5 06292-I 6.65 Node NODE 33.7 -5 06292-O 7.61 Node NODE 33.2 -5.5 06295 10 Node NODE 32.2 -6.5 06298 9.5 Node NODE 32.4 -6.3 06301-I 10 Node NODE 32.1 -6.5 06301-O 10 Node NODE 32 -6.5 06319 30.9 Node NODE 22.9 -15.6 06370-I 10 Node NODE 32.1 -6.5 06370-O 10 Node NODE 32.1 -6.5 06466 30.9 Node NODE 14 -15.6 06468 30.9 Node NODE 9.6 -15.6 06471 30.9 Node NODE 9.1 -15.6 06478 30.9 Node NODE 23.1 -15.6 06480-I 30.9 Node NODE 23 -15.6 Date 2/5/2026 Page 100Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 06480-O 30.9 Node NODE 23 -15.6 06481-I 30.9 Node NODE 23 -15.6 06481-O 30.9 Node NODE 22.8 -15.6 06538 30.9 Node NODE 22.1 -15.6 06543-I 30.9 Node NODE 22.7 -15.6 06543-O 30.9 Node NODE 22.4 -15.6 06544-I 30.9 Node NODE 22.8 -15.6 06544-O 30.9 Node NODE 22.7 -15.6 06553 30.9 Node NODE 19.6 -15.6 H1 -5 Outside Hose HOSE 100 45 0 100 S34 21.31 Overhead Sprinkler HEAD 5.6 Open 19 0 190 0.1 11.5 -11.4 11.5 19 S35 21.31 Overhead Sprinkler HEAD 5.6 Open 19 4 150 0.127 11.5 -11.4 7.2 15 S36 21.31 Overhead Sprinkler HEAD 5.6 Open 19.7 4.7 150 0.132 12.4 -11.4 7.2 15 S37 21.31 Overhead Sprinkler HEAD 5.6 Open 22.7 7.7 150 0.151 16.4 -11.4 7.2 15 W1 -5 Supply SUPPLY -180.4 45.1 0 Date 2/5/2026 Page 101Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S34 06471 21.31 30.9 5.6 19 19 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 1x(BM.90)=5 17.72 11 28.72 150 0.0616 11.5 -4.2 1.8 06471 06468 30.9 30.9 19 38 1 1.101 1x(BM.Tee-Run)=1 1.14 1 2.14 150 0.2227 9.1 0 0.5 06468 06466 30.9 30.9 19.7 57.7 1 1.101 1x(BM.Tee-Run)=1 8 1 9 150 0.4829 9.6 0 4.3 06466 06553 30.9 30.9 22.7 80.4 1 1.101 1x(BM.90)=5 1.35 5 6.35 150 0.8914 14 0 5.7 06553 06538 30.9 30.9 0 80.4 2 2.003 1x(us.Tee-Br)=12.96 1x(BM.Tee-Run)=1 1x(BM.90)=10 27.48 23.96 51.43 150 0.0483 19.6 0 2.5 06538 06543-O 30.9 30.9 -29.9 50.5 2.5 2.635 3x(us.90)=24.71 7.94 24.71 32.65 120 0.0081 22.1 0 0.3 06543-O 06543-I 30.9 30.9 0 50.5 2.5 0 0.5 0 0.5 0.7289 22.4 0 0.4 CV-1 FR Check *** 06543-I 06544-O 30.9 30.9 0 50.5 2.5 2.635 0.5 0 0.5 120 0.0081 22.7 0 0 06544-O 06544-I 30.9 30.9 0 50.5 2.5 0 0.32 0 0.32 0.2053 22.7 0 0.1 BFV-N *** 06544-I 06319 30.9 30.9 0 50.5 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0081 22.8 0 0.1 06319 06301-O 30.9 10 0 50.5 4 4.26 1x(us.Tee-Br)=26.33 22.41 26.33 48.75 120 0.0008 22.9 9.1 0.0 06301-O 06301-I 10 10 0 50.5 4 0 0.38 0 0.38 0.0377 32 0 0.0 BFV-N *** 06301-I 06298 10 9.5 0 50.5 4 4.26 3x(us.90)=39.5 102.15 39.5 141.65 120 0.0008 32.1 0.2 0.1 06298 06295 9.5 10 0 50.5 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 19.29 72.93 92.22 120 0.0001 32.4 -0.2 0.0 06295 06292-O 10 7.61 29.9 80.4 6 6.357 2x(us.90)=35.21 29.51 35.21 64.72 120 0.0003 32.2 1 0.0 06292-O 06292-I 7.61 6.65 0 80.4 6 0 0.96 0 0.96 0.0581 33.2 0.4 0.1 CV-1 FR Check *** Date 2/5/2026 Page 102Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 06292-I 06291-O 6.65 5.49 0 80.4 6 6.357 1.16 0 1.16 120 0.0003 33.7 0.5 0 06291-O 06291-I 5.49 5 0 80.4 6 0 0.49 0 0.49 0.0089 34.2 0.2 0 BFV-N *** 06291-I 05970-O 5 3.5 0 80.4 6 6.357 1x(us.Tee-Br)=37.72 3.42 37.72 41.14 120 0.0003 34.4 0.6 0.0 05970-O 05970-I 3.5 3.5 0 80.4 6 0 0.5 0 0.5 12.4961 35.1 0 6.2 AmesC200H *** 05970-I 05969 3.5 3.5 0 80.4 6 6.357 1x(us.90)=17.6 3.57 17.6 21.17 120 0.0003 41.3 0 0 05969 05967-O 3.5 -5 0 80.4 6 6.4 1x(us.90)=24.19 17.58 24.19 41.77 140 0.0002 41.3 3.7 0 05967-O 05967-I -5 -5 0 80.4 6 0 0.87 0 0.87 0.001 45 0 0 Gate A2360 *** 05967-I H1 -5 -5 0 80.4 6 6.4 1x(us.Tee-Br)=51.84 12.68 51.84 64.52 140 0.0002 45 0 0.0 H1 0021 -5 -5 100 118.2 8 8.55 1x(us.45)=15.85 243.01 15.85 258.86 140 0.0001 45 0 0.0 0021 0025 -5 -5 1.8 120 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0001 45.1 0 0.0 0025 0030 -5 -5 60.4 180.4 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0000 45.1 0 0.0 0030 W1 -5 -5 0 180.4 6 6.4 12.74 0 12.74 140 0.0009 45.1 0 0.0 W1 45.1 2Path No: S35 06471 21.31 30.9 5.6 19 19 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 18.28 10 28.28 150 0.0617 11.5 -4.2 1.7 06471 9.1 Date 2/5/2026 Page 103Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S36 06468 21.31 30.9 5.6 19.7 19.7 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 10.4 10 20.4 150 0.0661 12.4 -4.2 1.3 06468 9.6 4Path No: S37 06466 21.31 30.9 5.6 22.7 22.7 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 10.4 10 20.4 150 0.0854 16.4 -4.2 1.7 06466 14 5Path No: H1 0007 -5 -5 100 62.2 8 8.55 1x(elbow.22.5)=7.93 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 701.75 148.81 850.56 140 0.0000 45 0 0.0 0007 0025 -5 -5 -1.8 60.4 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 0.0000 45.1 0 0.0 0025 45.1 6Path No: 06538 06481-O 30.9 30.9 0 29.9 2.5 2.635 3x(us.90)=24.71 189.68 24.71 214.39 120 0.0031 22.1 0 0.7 06481-O 06481-I 30.9 30.9 0 29.9 2.5 0 0.5 0 0.5 0.4351 22.8 0 0.2 CV-1 FR Check *** 06481-I 06480-O 30.9 30.9 0 29.9 2.5 2.635 0.5 0 0.5 120 0.0031 23 0 0 06480-O 06480-I 30.9 30.9 0 29.9 2.5 0 0.32 0 0.32 0.0872 23 0 0.0 BFV-N *** 06480-I 06478 30.9 30.9 0 29.9 2.5 2.635 1x(us.Tee-Br)=16.47 1.31 16.47 17.78 120 0.0031 23 0 0.1 06478 06370-O 30.9 10 0 29.9 4 4.26 1x(us.Tee-Br)=26.33 22.15 26.33 48.49 120 0.0003 23.1 9.1 0.0 06370-O 06370-I 10 10 0 29.9 4 0 0.38 0 0.38 0.0213 32.1 0 0 BFV-N *** 06370-I 06295 10 10 0 29.9 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 70.98 39.5 110.48 120 0.0003 32.1 0 0.0 06295 32.2 Date 2/5/2026 Page 104Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 7Path No: 0007 0021 -5 -5 0 1.8 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 45.1 0 0 0021 45.1 * 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 27.09 ft/s occurs in the following pipe(s): (06553-06466) Date 2/5/2026 Page 105Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 34; 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: 34; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 05970-I; Outlet Node: 05970-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 6.2 psi @ 80.4 gpm Date 2/5/2026 Page 106Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 34; Valve Ref.: 10139 (Gate A2360, Size = 6); Inlet Node: 05967-I; Outlet Node: 05967-O Flow, gpm5002000 3400490054065800Pressure, psi0.766 0.266 Pressure Loss Function Design Area: 34; Valve Ref.: 10145 (BFV-N, Size = 6); Inlet Node: 06291-I; Outlet Node: 06291-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 Date 2/5/2026 Page 107Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 34; Valve Ref.: 10146 (CV-1 FR Check, Size = 6); Inlet Node: 06292-I; Outlet Node: 06292-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 80.4 gpm Pressure Loss Function Design Area: 34; Valve Ref.: 10147 (BFV-N, Size = 4); Inlet Node: 06301-I; Outlet Node: 06301-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Date 2/5/2026 Page 108Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 34; Valve Ref.: 10152 (BFV-N, Size = 4); Inlet Node: 06370-I; Outlet Node: 06370-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 Pressure Loss Function Design Area: 34; Valve Ref.: 10157 (BFV-N, Size = 2.5); Inlet Node: 06544-I; Outlet Node: 06544-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.6110.1 psi @ 50.5 gpm Date 2/5/2026 Page 109Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 34; Valve Ref.: 10158 (CV-1 FR Check, Size = 2.5); Inlet Node: 06543-I; Outlet Node: 06543-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.4 psi @ 50.5 gpm Pressure Loss Function Design Area: 34; Valve Ref.: 10159 (BFV-N, Size = 2.5); Inlet Node: 06480-I; Outlet Node: 06480-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 Date 2/5/2026 Page 110Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 34; Valve Ref.: 10160 (CV-1 FR Check, Size = 2.5); Inlet Node: 06481-I; Outlet Node: 06481-O Flow, gpm070 130250305Pressure, psi4.5 3.5 2.5 1.5 0.5 0.2 psi @ 29.9 gpm Date 2/5/2026 Page 111Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Project 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) 11 STANDPIPE 0 769.3 Required 146.2 0 250 3 769.3 2.8100Demand (HW) Date 2/5/2026 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 11 STANDPIPE BLDG 5 STANDPIPE N/A (In-Rack) 0 N/A (In-Rack) 3 769.3 769.3 146.2 Wet 354.4 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for FIRE DEPT CONNECTION W1 3 HOSE VALVE 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 2/5/2026 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 11 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 11 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) 0 150 750 149 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 150 149 750 149 769.3 146.2 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) 769.3 769.3 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 146.2 769.3 N/A Sprinklers Other Date 2/5/2026 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 11 Flow, gpmPressure, psi200 180 160 140 120 100 80 60 40 20 0 S1 S2 148.599 D1 D2 149 psi @ 769.3 gpm Supply System Demand Available At Source 0 300 400 500 600 700 800 900 Date 2/5/2026 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 11 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 150Supply point #1 - Static 750S2 149Supply point #2 - Residual 0D1 18.7Elevation Pressure 769.3D2 146.2System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 778.2Supply148.9 2.8 769.3 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type HV1 0 250 100 0 1002500Standpipe Demand HV2 0 250 100 0 1002500Standpipe Demand HV3 0 250 100 0 116269.30Standpipe Demand Date 2/5/2026 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 HV1 44.56 Standpipe Demand SDNODE Open 250 0 100 -18.7 100 250 HV2 44.56 Standpipe Demand SDNODE Open 250 0 100 -18.7 100 250 HV3 35.47 Standpipe Demand SDNODE Open 269.3 19.3 116 -14.7 100 250 07057 44.56 Node NODE 108.9 -18.7 00001 35.47 Node NODE 123.1 -14.7 06301-O 10 Node NODE 128 -3.7 06301-I 10 Node NODE 128.7 -3.7 06370-O 10 Node NODE 135 -3.7 06370-I 10 Node NODE 135.2 -3.7 06298 9.5 Node NODE 136.6 -3.5 06295 10 Node NODE 137.1 -3.7 06292-O 7.61 Node NODE 139.3 -2.6 06292-I 6.65 Node NODE 140.4 -2.2 06291-O 5.49 Node NODE 140.9 -1.7 06291-I 5 Node NODE 141.4 -1.5 W1 1.5 Supply SUPPLY -769.3 146.2 0 Date 2/5/2026 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: HV1 07057 44.56 44.56 250 250 2.5 2.635 1x(us.Tee-Br)=16.47 1x(us.90)=8.24 31.65 24.71 56.36 120 0.1571 100 0 8.9 07057 06301-O 44.56 10 250 500 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 36.52 39.5 76.02 120 0.0547 108.9 15 4.2 06301-O 06301-I 10 10 0 500 4 0 0.38 0 0.38 1.8352 128 0 0.7 BFV-N *** 06301-I 06298 10 9.5 0 500 4 4.26 3x(us.90)=39.5 102.15 39.5 141.65 120 0.0547 128.7 0.2 7.7 06298 06295 9.5 10 0 500 6 6.357 1x(us.Tee-Br)=37.72 2x(us.90)=35.21 19.29 72.93 92.22 120 0.0078 136.6 -0.2 0.7 06295 06292-O 10 7.61 269.3 769.3 6 6.357 2x(us.90)=35.21 29.51 35.21 64.72 120 0.0173 137.1 1 1.1 06292-O 06292-I 7.61 6.65 0 769.3 6 0 0.96 0 0.96 0.736 139.3 0.4 0.7 CV-1 FR Check *** 06292-I 06291-O 6.65 5.49 0 769.3 6 6.357 1.16 0 1.16 120 0.0173 140.4 0.5 0.0 06291-O 06291-I 5.49 5 0 769.3 6 0 0.49 0 0.49 0.4703 140.9 0.2 0.2 BFV-N *** 06291-I W1 5 1.5 0 769.3 6 6.357 4x(us.90)=70.41 2x(us.Tee-Br)=75.44 42.64 145.85 188.5 120 0.0173 141.4 1.5 3.3 W1 146.2 2Path No: HV2 07057 44.56 44.56 250 250 2.5 2.635 1x(us.Tee-Br)=16.47 1x(us.90)=8.24 31.63 24.71 56.34 120 0.1571 100 0 8.9 07057 108.9 Date 2/5/2026 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: HV3 00001 35.47 35.47 269.3 269.3 2.5 2.635 1x(us.90)=8.24 31 8.24 39.24 120 0.1803 116 0 7.1 00001 06370-O 35.47 10 0 269.3 4 4.26 1x(us.Tee-Br)=26.33 26.73 26.33 53.06 120 0.0174 123.1 11 0.9 06370-O 06370-I 10 10 0 269.3 4 0 0.38 0 0.38 0.5303 135 0 0.2 BFV-N *** 06370-I 06295 10 10 0 269.3 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 70.98 39.5 110.48 120 0.0174 135.2 0 1.9 06295 137.1 * 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 15.84 ft/s occurs in the following pipe(s): (00001-HV3) Date 2/5/2026 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 11; Supply Ref.: W1; Supply Name:W1 Flow, gpm0100200300400500 600700750Pressure, psi170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Pressure Loss Function Design Area: 11; Valve Ref.: 10095 (BFV-N, Size = 4); Inlet Node: 06370-I; Outlet Node: 06370-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 @ 269.3 gpm Date 2/5/2026 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 11; Valve Ref.: 10096 (BFV-N, Size = 4); Inlet Node: 06301-I; Outlet Node: 06301-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 0.7 psi @ 500 gpm Pressure Loss Function Design Area: 11; Valve Ref.: 10109 (BFV-N, Size = 6); Inlet Node: 06291-I; Outlet Node: 06291-O Flow, gpm28857686511531441 17292017230625942882Pressure, psi3.064 2.564 2.064 1.564 1.064 0.564 0.064 0.2 psi @ 769.3 gpm Date 2/5/2026 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 11; Valve Ref.: 10110 (CV-1 FR Check, Size = 6); Inlet Node: 06292-I; Outlet Node: 06292-O Flow, gpm0600 10001800230026502850Pressure, psi4.5 3.5 2.5 1.5 0.5 0.7 psi @ 769.3 gpm Date 2/5/2026 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Project 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) 07 LIGHT HAZARD 2250 327.1 Required 59.3 0.1 25 9 100 8.520Demand (HW) 08 LIGHT HAZARD 2250 333.9 Required 57.7 0.1 25 9 100 10.120Demand (HW) 09 LIGHT HAZARD 2250 331.3 Required 58.2 0.1 25 9 100 9.620Demand (HW) 10 LIGHT HAZARD 1950 422.1 Required 44.7 0.123 14.8 20 100 237Demand (HW) Date 2/5/2026 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 07 ATTIC SINGLE DIRECTION BLDG 5 LIGHT HAZARD 0.1 2250 250 9 0 100 327.1 59.3 Dry 21468.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 9 SD SPKS 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 2/5/2026 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 07 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 07 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 67.8 327.1 59.3 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) 227.1 0 0 227.1 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 59.3 327.1 N/A Sprinklers Other Date 2/5/2026 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 07 Flow, gpmPressure, psi90 80 70 60 50 40 30 20 10 0 S1 S2 63.573 D1 D2 67.8 psi @ 327.1 gpm Supply System Demand Available At Source 0 500600700800 900 10001100 1200 1300 1400 1500 1600 1700 1800 Date 2/5/2026 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 07 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 68Supply point #1 - Static 1704S2 64Supply point #2 - Residual 0D1 25.6Elevation Pressure 327.1D2 59.3System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 369.2Supply67.8 8.5 327.1 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type S700 5.6 0.1 25 20 0.1 2025250Overhead Sprinkler S701 5.6 0.1 25 20 0.1 2025250Overhead Sprinkler S702 5.6 0.1 25 20 0.1 2025.1250Overhead Sprinkler S703 5.6 0.1 25 20 0.1 20.125.1250Overhead Sprinkler S704 5.6 0.1 25 20 0.101 20.225.1250Overhead Sprinkler S705 5.6 0.1 25 20 0.101 20.325.2250Overhead Sprinkler S706 5.6 0.1 25 20 0.101 20.525.3250Overhead Sprinkler S707 5.6 0.1 25 20 0.102 20.725.5250Overhead Sprinkler S708 5.6 0.1 25 20 0.103 2125.7250Overhead Sprinkler Date 2/5/2026 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S700 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S701 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S702 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20 -25.6 20 25 S703 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20.1 -25.6 20 25 S704 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.101 20.2 -25.6 20 25 S705 54.06 Overhead Sprinkler HEAD 5.6 Open 25.2 0.2 250 0.101 20.3 -25.6 20 25 S706 54.06 Overhead Sprinkler HEAD 5.6 Open 25.3 0.3 250 0.101 20.5 -25.6 20 25 S707 54.06 Overhead Sprinkler HEAD 5.6 Open 25.5 0.5 250 0.102 20.7 -25.6 20 25 S708 54.06 Overhead Sprinkler HEAD 5.6 Open 25.7 0.7 250 0.103 21 -25.6 20 25 05945 53.06 Node NODE 21.7 -25.2 05944 53.06 Node NODE 21.7 -25.2 05943 53.06 Node NODE 21.7 -25.2 05942 53.06 Node NODE 21.8 -25.2 05941 53.06 Node NODE 21.9 -25.2 05940 53.06 Node NODE 22 -25.2 05939 53.06 Node NODE 22.2 -25.2 05938 53.06 Node NODE 22.4 -25.2 05937 53.06 Node NODE 22.7 -25.2 05901 42.06 Node NODE 30.8 -20.4 05887-O 7.4 Node NODE 50.4 -5.4 05887-I 6.26 Node NODE 51.1 -4.9 05886-O 5.29 Node NODE 51.5 -4.5 05886-I 4.91 Node NODE 51.8 -4.3 05884 3.5 Node NODE 52.8 -3.7 05970-O 3.5 Node NODE 52.8 -3.7 Date 2/5/2026 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 05970-I 3.5 Node NODE 55.1 -3.7 05969 3.5 Node NODE 55.2 -3.7 05967-O -5 Node NODE 58.9 0 05967-I -5 Node NODE 58.9 0 H1 -5 Outside Hose HOSE 100 59 0 100 0007 -5 Node NODE 59.1 0 0021 -5 Node NODE 59.1 0 0025 -5 Node NODE 59.2 0 0030 -5 Node NODE 59.3 0 W1 -5 Supply SUPPLY -327.1 59.3 0 Date 2/5/2026 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S700 05945 54.06 53.06 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 05945 05944 53.06 53.06 0 25 3 3.26 6 0 6 100 0.0011 21.7 0 0 05944 05943 53.06 53.06 25 50.1 3 3.26 6 0 6 100 0.004 21.7 0 0.0 05943 05942 53.06 53.06 25.1 75.2 3 3.26 6 0 6 100 0.0084 21.7 0 0.1 05942 05941 53.06 53.06 25.1 100.2 3 3.26 6 0 6 100 0.0144 21.8 0 0.1 05941 05940 53.06 53.06 25.1 125.4 3 3.26 6 0 6 100 0.0218 21.9 0 0.1 05940 05939 53.06 53.06 25.2 150.6 3 3.26 6 0 6 100 0.0306 22 0 0.2 05939 05938 53.06 53.06 25.3 175.9 3 3.26 6 0 6 100 0.0408 22.2 0 0.2 05938 05937 53.06 53.06 25.5 201.4 3 3.26 6 0 6 100 0.0523 22.4 0 0.3 05937 05901 53.06 42.06 25.7 227.1 3 3.26 2x(us.Tee-Br)=28.75 21.57 28.75 50.31 100 0.0654 22.7 4.8 3.3 05901 05887-O 42.06 7.4 0 227.1 4 4.26 9x(us.90)=84.49 1x(us.Tee-Br)=18.78 154.24 103.27 257.51 100 0.0178 30.8 15 4.6 05887-O 05887-I 7.4 6.26 0 227.1 4 0 1.15 0 1.15 0.1527 50.4 0.5 0.2 DPV-1 *** 05887-I 05886-O 6.26 5.29 0 227.1 4 4.26 0.96 0 0.96 120 0.0127 51.1 0.4 0.0 05886-O 05886-I 5.29 4.91 0 227.1 4 0 0.38 0 0.38 0.3815 51.5 0.2 0.1 BFV-N *** 05886-I 05884 4.91 3.5 0 227.1 4 4.26 1x(us.Tee-Br)=26.33 1.41 26.33 27.75 120 0.0127 51.8 0.6 0.4 05884 05970-O 3.5 3.5 0 227.1 6 6.357 4.92 0 4.92 120 0.0018 52.8 0 0 Date 2/5/2026 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 05970-O 05970-I 3.5 3.5 0 227.1 6 0 0.5 0 0.5 4.7531 52.8 0 2.4 AmesC200H *** 05970-I 05969 3.5 3.5 0 227.1 6 6.357 1x(us.90)=17.6 3.57 17.6 21.17 120 0.0018 55.1 0 0.0 05969 05967-O 3.5 -5 0 227.1 6 6.4 1x(us.90)=24.19 17.58 24.19 41.77 140 0.0013 55.2 3.7 0.1 05967-O 05967-I -5 -5 0 227.1 6 0 0.87 0 0.87 0.0031 58.9 0 0 Gate A2360 *** 05967-I H1 -5 -5 0 227.1 6 6.4 1x(us.Tee-Br)=51.84 12.68 51.84 64.52 140 0.0013 58.9 0 0.1 H1 0021 -5 -5 100 214.4 8 8.55 1x(us.45)=15.85 243.01 15.85 258.86 140 0.0003 59 0 0.1 0021 0025 -5 -5 3.3 217.6 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0003 59.1 0 0.1 0025 0030 -5 -5 109.4 327.1 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 59.2 0 0.1 0030 W1 -5 -5 0 327.1 6 6.4 12.74 0 12.74 140 0.0026 59.3 0 0.0 W1 59.3 2Path No: S701 05944 54.06 53.06 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 05944 21.7 3Path No: S702 05943 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.276 20 0.4 1.3 05943 21.7 4Path No: S703 05942 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2766 20.1 0.4 1.3 05942 21.8 Date 2/5/2026 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S704 05941 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2777 20.2 0.4 1.3 05941 21.9 6Path No: S705 05940 54.06 53.06 5.6 25.2 25.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2792 20.3 0.4 1.3 05940 22 7Path No: S706 05939 54.06 53.06 5.6 25.3 25.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2815 20.5 0.4 1.3 05939 22.2 8Path No: S707 05938 54.06 53.06 5.6 25.5 25.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2844 20.7 0.4 1.3 05938 22.4 9Path No: S708 05937 54.06 53.06 5.6 25.7 25.7 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2882 21 0.4 1.3 05937 22.7 10Path No: H1 0007 -5 -5 100 112.7 8 8.55 1x(elbow.22.5)=7.93 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 701.75 148.81 850.56 140 0.0001 59 0 0.1 0007 0025 -5 -5 -3.3 109.4 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 59.1 0 0.1 0025 59.2 11Path No: 0007 0021 -5 -5 0 3.3 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 59.1 0 0 0021 59.1 Date 2/5/2026 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 * 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 9.52 ft/s occurs in the following pipe(s): (05937-S708) Date 2/5/2026 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 07; 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: 07; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 05970-I; Outlet Node: 05970-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 @ 227.1 gpm Date 2/5/2026 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 07; DPV Ref.: 10142 (DPV-1, Size = 4); Inlet Node: 05887-I; Outlet Node: 05887-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 @ 227.1 gpm Pressure Loss Function Design Area: 07; Valve Ref.: 10139 (Gate A2360, Size = 6); Inlet Node: 05967-I; Outlet Node: 05967-O Flow, gpm5002000 3400490054065800Pressure, psi0.766 0.266 Date 2/5/2026 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 07; Valve Ref.: 10141 (BFV-N, Size = 4); Inlet Node: 05886-I; Outlet Node: 05886-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 0.1 psi @ 227.1 gpm Date 2/5/2026 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 08 ATTIC BLDG 5 LIGHT HAZARD 0.1 2250 250 9 0 100 333.9 57.7 Dry 21468.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 5 HIP 4 SINGLE DIRECTION 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 2/5/2026 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 08 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 08 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 67.8 333.9 57.7 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) 233.9 0 0 233.9 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 57.7 333.9 N/A Sprinklers Other Date 2/5/2026 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 57.5 0 0021 -5 Node NODE 57.5 0 0025 -5 Node NODE 57.6 0 0030 -5 Node NODE 57.7 0 05884 3.5 Node NODE 51.1 -3.7 05886-I 4.91 Node NODE 50.2 -4.3 05886-O 5.29 Node NODE 49.8 -4.5 05887-I 6.26 Node NODE 49.4 -4.9 05887-O 7.4 Node NODE 48.7 -5.4 05967-I -5 Node NODE 57.3 0 05967-O -5 Node NODE 57.3 0 05969 3.5 Node NODE 53.6 -3.7 05970-I 3.5 Node NODE 53.6 -3.7 05970-O 3.5 Node NODE 51.1 -3.7 06005 42.06 Node NODE 27.7 -20.4 06006 42.06 Node NODE 27.7 -20.4 06009 42.06 Node NODE 26.5 -20.4 06015 53.06 Node NODE 22.2 -25.2 06016 53.06 Node NODE 22.2 -25.2 06017 53.06 Node NODE 22.2 -25.2 06019 53.06 Node NODE 22.2 -25.2 H1 -5 Outside Hose HOSE 100 57.4 0 100 S800 54.06 Overhead Sprinkler HEAD 5.6 Open 25.3 0.3 250 0.101 20.4 -25.6 20 25 S801 54.06 Overhead Sprinkler HEAD 5.6 Open 25.3 0.3 250 0.101 20.4 -25.6 20 25 S802 54.06 Overhead Sprinkler HEAD 5.6 Open 25.3 0.3 250 0.101 20.5 -25.6 20 25 Date 2/5/2026 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S803 54.06 Overhead Sprinkler HEAD 5.6 Open 25.4 0.4 250 0.101 20.5 -25.6 20 25 S804 52.9 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.1 20 25 S805 50.23 Overhead Sprinkler HEAD 5.6 Open 25.8 0.8 250 0.103 21.2 -23.9 20 25 S806 47.57 Overhead Sprinkler HEAD 5.6 Open 26.5 1.5 250 0.106 22.4 -22.8 20 25 S807 44.9 Overhead Sprinkler HEAD 5.6 Open 27.3 2.3 250 0.109 23.7 -21.6 20 25 S808 42.68 Overhead Sprinkler HEAD 5.6 Open 28 3 250 0.112 24.9 -20.7 20 25 W1 -5 Supply SUPPLY -333.9 57.7 0 Date 2/5/2026 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S804 S805 52.9 50.23 5.6 5.6 25 25 2.5 2.635 6.57 0 6.57 100 0.0031 20 1.2 0.0 S805 S806 50.23 47.57 5.6 5.6 25.8 50.8 2.5 2.635 6.57 0 6.57 100 0.0115 21.2 1.2 0.1 S806 S807 47.57 44.9 5.6 5.6 26.5 77.3 2.5 2.635 6.57 0 6.57 100 0.0251 22.4 1.2 0.2 S807 S808 44.9 42.68 5.6 5.6 27.3 104.6 2.5 2.635 5.47 0 5.47 100 0.0439 23.7 1 0.2 S808 06009 42.68 42.06 5.6 28 132.6 2.5 2.635 1x(us.Tee-Br)=11.75 1x(us.90)=5.87 1.39 17.62 19.01 100 0.068 24.9 0.3 1.3 06009 06006 42.06 42.06 0 132.6 3 3.26 1x(us.Tee-Br)=14.37 1x(us.90)=6.71 29.65 21.08 50.73 100 0.0241 26.5 0 1.2 06006 06005 42.06 42.06 0 132.6 4 4.26 3.37 0 3.37 100 0.0066 27.7 0 0.0 06005 05887-O 42.06 7.4 101.4 233.9 4 4.26 9x(us.90)=84.49 2x(us.Tee-Br)=37.55 196.13 122.05 318.17 100 0.0188 27.7 15 6 05887-O 05887-I 7.4 6.26 0 233.9 4 0 1.15 0 1.15 0.1622 48.7 0.5 0.2 DPV-1 *** 05887-I 05886-O 6.26 5.29 0 233.9 4 4.26 0.96 0 0.96 120 0.0134 49.4 0.4 0.0 05886-O 05886-I 5.29 4.91 0 233.9 4 0 0.38 0 0.38 0.404 49.8 0.2 0.2 BFV-N *** 05886-I 05884 4.91 3.5 0 233.9 4 4.26 1x(us.Tee-Br)=26.33 1.41 26.33 27.75 120 0.0134 50.2 0.6 0.4 05884 05970-O 3.5 3.5 0 233.9 6 6.357 4.92 0 4.92 120 0.0019 51.1 0 0 05970-O 05970-I 3.5 3.5 0 233.9 6 0 0.5 0 0.5 4.8145 51.1 0 2.4 AmesC200H *** 05970-I 05969 3.5 3.5 0 233.9 6 6.357 1x(us.90)=17.6 3.57 17.6 21.17 120 0.0019 53.6 0 0.0 05969 05967-O 3.5 -5 0 233.9 6 6.4 1x(us.90)=24.19 17.58 24.19 41.77 140 0.0014 53.6 3.7 0.1 Date 2/5/2026 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 05967-O 05967-I -5 -5 0 233.9 6 0 0.87 0 0.87 0.0032 57.3 0 0 Gate A2360 *** 05967-I H1 -5 -5 0 233.9 6 6.4 1x(us.Tee-Br)=51.84 12.68 51.84 64.52 140 0.0014 57.3 0 0.1 H1 0021 -5 -5 100 218.9 8 8.55 1x(us.45)=15.85 243.01 15.85 258.86 140 0.0003 57.4 0 0.1 0021 0025 -5 -5 3.3 222.2 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0003 57.5 0 0.1 0025 0030 -5 -5 111.7 333.9 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 57.6 0 0.1 0030 W1 -5 -5 0 333.9 6 6.4 12.74 0 12.74 140 0.0027 57.7 0 0.0 W1 57.7 2Path No: S800 06019 54.06 53.06 5.6 25.3 25.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2813 20.4 0.4 1.3 06019 06017 53.06 53.06 0 25.3 3 3.26 5 0 5 100 0.0011 22.2 0 0 06017 06016 53.06 53.06 25.3 50.6 3 3.26 6 0 6 100 0.0041 22.2 0 0.0 06016 06015 53.06 53.06 25.3 76 3 3.26 6 0 6 100 0.0086 22.2 0 0.1 06015 06005 53.06 42.06 25.4 101.4 3 3.26 1x(us.Tee-Br)=14.37 2x(us.90)=13.42 21.54 27.79 49.33 100 0.0147 22.2 4.8 0.7 06005 27.7 3Path No: S801 06017 54.06 53.06 5.6 25.3 25.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2814 20.4 0.4 1.3 06017 22.2 Date 2/5/2026 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 4Path No: S802 06016 54.06 53.06 5.6 25.3 25.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2817 20.5 0.4 1.3 06016 22.2 5Path No: S803 06015 54.06 53.06 5.6 25.4 25.4 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2823 20.5 0.4 1.3 06015 22.2 6Path No: H1 0007 -5 -5 100 115.1 8 8.55 1x(elbow.22.5)=7.93 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 701.75 148.81 850.56 140 0.0001 57.4 0 0.1 0007 0025 -5 -5 -3.3 111.7 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 57.5 0 0.1 0025 57.6 7Path No: 0007 0021 -5 -5 0 3.3 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 57.5 0 0 0021 57.5 * 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 9.42 ft/s occurs in the following pipe(s): (06015-S803) Date 2/5/2026 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 08; 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: 08; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 05970-I; Outlet Node: 05970-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 @ 233.9 gpm Date 2/5/2026 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 08; DPV Ref.: 10142 (DPV-1, Size = 4); Inlet Node: 05887-I; Outlet Node: 05887-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 @ 233.9 gpm Pressure Loss Function Design Area: 08; Valve Ref.: 10139 (Gate A2360, Size = 6); Inlet Node: 05967-I; Outlet Node: 05967-O Flow, gpm5002000 3400490054065800Pressure, psi0.766 0.266 Date 2/5/2026 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 08; Valve Ref.: 10141 (BFV-N, Size = 4); Inlet Node: 05886-I; Outlet Node: 05886-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 @ 233.9 gpm Date 2/5/2026 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 09 ATTIC BLDG 5 LIGHT HAZARD 0.1 2250 250 9 0 100 331.3 58.2 Dry 21468.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 9/18/25 WILKENS LANE W1 7 SINGLE DIRECTION 2 HIP 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 2/5/2026 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 09 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 09 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 67.8 331.3 58.2 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) 231.3 0 0 231.3 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 58.2 331.3 N/A Sprinklers Other Date 2/5/2026 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 58 0 0021 -5 Node NODE 58 0 0025 -5 Node NODE 58.1 0 0030 -5 Node NODE 58.2 0 05884 3.5 Node NODE 51.6 -3.7 05886-I 4.91 Node NODE 50.7 -4.3 05886-O 5.29 Node NODE 50.3 -4.5 05887-I 6.26 Node NODE 49.9 -4.9 05887-O 7.4 Node NODE 49.2 -5.4 05901 42.06 Node NODE 29.5 -20.4 05904 42.06 Node NODE 29.4 -20.4 05908 42.06 Node NODE 29.1 -20.4 05939 53.06 Node NODE 22.2 -25.2 05940 53.06 Node NODE 22 -25.2 05941 53.06 Node NODE 21.9 -25.2 05942 53.06 Node NODE 21.8 -25.2 05943 53.06 Node NODE 21.7 -25.2 05944 53.06 Node NODE 21.7 -25.2 05945 53.06 Node NODE 21.7 -25.2 05967-I -5 Node NODE 57.8 0 05967-O -5 Node NODE 57.8 0 05969 3.5 Node NODE 54.1 -3.7 05970-I 3.5 Node NODE 54 -3.7 05970-O 3.5 Node NODE 51.6 -3.7 H1 -5 Outside Hose HOSE 100 57.9 0 100 Date 2/5/2026 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S700 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S701 54.06 Overhead Sprinkler HEAD 5.6 Open 25 0.0 250 0.1 20 -25.6 20 25 S702 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20 -25.6 20 25 S703 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.1 20.1 -25.6 20 25 S704 54.06 Overhead Sprinkler HEAD 5.6 Open 25.1 0.1 250 0.101 20.2 -25.6 20 25 S705 54.06 Overhead Sprinkler HEAD 5.6 Open 25.2 0.2 250 0.101 20.3 -25.6 20 25 S706 54.06 Overhead Sprinkler HEAD 5.6 Open 25.3 0.3 250 0.101 20.5 -25.6 20 25 S900 52.9 Overhead Sprinkler HEAD 5.6 Open 27.3 2.3 250 0.109 23.8 -25.1 20 25 S901 50.23 Overhead Sprinkler HEAD 5.6 Open 28 3 250 0.112 25 -23.9 20 25 W1 -5 Supply SUPPLY -331.3 58.2 0 Date 2/5/2026 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S700 05945 54.06 53.06 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 05945 05944 53.06 53.06 0 25 3 3.26 6 0 6 100 0.0011 21.7 0 0 05944 05943 53.06 53.06 25 50.1 3 3.26 6 0 6 100 0.004 21.7 0 0.0 05943 05942 53.06 53.06 25.1 75.2 3 3.26 6 0 6 100 0.0084 21.7 0 0.1 05942 05941 53.06 53.06 25.1 100.2 3 3.26 6 0 6 100 0.0144 21.8 0 0.1 05941 05940 53.06 53.06 25.1 125.4 3 3.26 6 0 6 100 0.0218 21.9 0 0.1 05940 05939 53.06 53.06 25.2 150.6 3 3.26 6 0 6 100 0.0306 22 0 0.2 05939 05901 53.06 42.06 25.3 175.9 3 3.26 2x(us.Tee-Br)=28.75 33.57 28.75 62.31 100 0.0408 22.2 4.8 2.5 05901 05887-O 42.06 7.4 55.4 231.3 4 4.26 9x(us.90)=84.49 1x(us.Tee-Br)=18.78 154.24 103.27 257.51 100 0.0184 29.5 15 4.7 05887-O 05887-I 7.4 6.26 0 231.3 4 0 1.15 0 1.15 0.1585 49.2 0.5 0.2 DPV-1 *** 05887-I 05886-O 6.26 5.29 0 231.3 4 4.26 0.96 0 0.96 120 0.0131 49.9 0.4 0.0 05886-O 05886-I 5.29 4.91 0 231.3 4 0 0.38 0 0.38 0.3953 50.3 0.2 0.2 BFV-N *** 05886-I 05884 4.91 3.5 0 231.3 4 4.26 1x(us.Tee-Br)=26.33 1.41 26.33 27.75 120 0.0131 50.7 0.6 0.4 05884 05970-O 3.5 3.5 0 231.3 6 6.357 4.92 0 4.92 120 0.0019 51.6 0 0 05970-O 05970-I 3.5 3.5 0 231.3 6 0 0.5 0 0.5 4.7881 51.6 0 2.4 AmesC200H *** 05970-I 05969 3.5 3.5 0 231.3 6 6.357 1x(us.90)=17.6 3.57 17.6 21.17 120 0.0019 54 0 0.0 Date 2/5/2026 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 05969 05967-O 3.5 -5 0 231.3 6 6.4 1x(us.90)=24.19 17.58 24.19 41.77 140 0.0014 54.1 3.7 0.1 05967-O 05967-I -5 -5 0 231.3 6 0 0.87 0 0.87 0.0032 57.8 0 0 Gate A2360 *** 05967-I H1 -5 -5 0 231.3 6 6.4 1x(us.Tee-Br)=51.84 12.68 51.84 64.52 140 0.0014 57.8 0 0.1 H1 0021 -5 -5 100 217.1 8 8.55 1x(us.45)=15.85 243.01 15.85 258.86 140 0.0003 57.9 0 0.1 0021 0025 -5 -5 3.3 220.5 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0003 58 0 0.1 0025 0030 -5 -5 110.8 331.3 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0001 58.1 0 0.1 0030 W1 -5 -5 0 331.3 6 6.4 12.74 0 12.74 140 0.0026 58.2 0 0.0 W1 58.2 2Path No: S701 05944 54.06 53.06 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 05944 21.7 3Path No: S702 05943 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.276 20 0.4 1.3 05943 21.7 4Path No: S703 05942 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2766 20.1 0.4 1.3 05942 21.8 5Path No: S704 05941 54.06 53.06 5.6 25.1 25.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2777 20.2 0.4 1.3 05941 21.9 Date 2/5/2026 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S705 05940 54.06 53.06 5.6 25.2 25.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2792 20.3 0.4 1.3 05940 22 7Path No: S706 05939 54.06 53.06 5.6 25.3 25.3 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.2815 20.5 0.4 1.3 05939 22.2 8Path No: S900 S901 52.9 50.23 5.6 5.6 27.3 27.3 2.5 2.635 6.57 0 6.57 100 0.0037 23.8 1.2 0.0 S901 05908 50.23 42.06 5.6 28 55.4 2.5 2.635 1x(us.Tee-Br)=11.75 1x(us.90)=5.87 19.99 17.62 37.61 100 0.0135 25 3.5 0.5 05908 05904 42.06 42.06 0 55.4 3 3.26 1x(us.Tee-Br)=14.37 1x(us.90)=6.71 43.12 21.08 64.2 100 0.0048 29.1 0 0.3 05904 05901 42.06 42.06 0 55.4 4 4.26 1x(us.Tee-Br)=18.78 58.33 18.78 77.11 100 0.0013 29.4 0 0.1 05901 29.5 9Path No: H1 0007 -5 -5 100 114.2 8 8.55 1x(elbow.22.5)=7.93 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 701.75 148.81 850.56 140 0.0001 57.9 0 0.1 0007 0025 -5 -5 -3.3 110.8 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 58 0 0.1 0025 58.1 10Path No: 0007 0021 -5 -5 0 3.3 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 58 0 0 0021 58 Date 2/5/2026 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 * 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 9.4 ft/s occurs in the following pipe(s): (05939-S706) Date 2/5/2026 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 09; 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: 09; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 05970-I; Outlet Node: 05970-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 @ 231.3 gpm Date 2/5/2026 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 09; DPV Ref.: 10142 (DPV-1, Size = 4); Inlet Node: 05887-I; Outlet Node: 05887-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 @ 231.3 gpm Pressure Loss Function Design Area: 09; Valve Ref.: 10139 (Gate A2360, Size = 6); Inlet Node: 05967-I; Outlet Node: 05967-O Flow, gpm5002000 3400490054065800Pressure, psi0.766 0.266 Date 2/5/2026 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 09; Valve Ref.: 10141 (BFV-N, Size = 4); Inlet Node: 05886-I; Outlet Node: 05886-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 @ 231.3 gpm Date 2/5/2026 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 - Entire System (gal) 10 ATTIC BLDG 5 LIGHT HAZARD 0.123 1950 120 20 0 100 422.1 44.7 Dry 21468.2 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 2/5/2026 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Diagram for Design Area : 10 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/5/2026 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Job : HANOVER HYANNIS PH II Hydraulic Analysis for : 10 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 67.7 422.1 44.7 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) 322.1 0 0 322.1 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 44.7 422.1 N/A Sprinklers Other Date 2/5/2026 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 0007 -5 Node NODE 44.4 0 0021 -5 Node NODE 44.4 0 0025 -5 Node NODE 44.5 0 0030 -5 Node NODE 44.7 0 05884 3.5 Node NODE 37.8 -3.7 05886-I 4.91 Node NODE 36.6 -4.3 05886-O 5.29 Node NODE 36.1 -4.5 05887-I 6.26 Node NODE 35.7 -4.9 05887-O 7.4 Node NODE 34.8 -5.4 05899 42.06 Node NODE 11.6 -20.4 05900 42.06 Node NODE 11.5 -20.4 05950 42.06 Node NODE 10 -20.4 05951 42.06 Node NODE 9.1 -20.4 05952 42.06 Node NODE 8.6 -20.4 05953 42.06 Node NODE 8.2 -20.4 05954 42.06 Node NODE 8 -20.4 05955 42.06 Node NODE 7.9 -20.4 05956 42.06 Node NODE 7.9 -20.4 05958 42.06 Node NODE 11 -20.4 05959 42.06 Node NODE 10.9 -20.4 05960 42.06 Node NODE 10.8 -20.4 05964 42.06 Node NODE 10.1 -20.4 05965 42.06 Node NODE 9.2 -20.4 05966 42.06 Node NODE 8.6 -20.4 05967-I -5 Node NODE 44.1 0 Date 2/5/2026 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 05967-O -5 Node NODE 44.1 0 05968 42.06 Node NODE 8.3 -20.4 05969 3.5 Node NODE 40.3 -3.7 05970-I 3.5 Node NODE 40.2 -3.7 05970-O 3.5 Node NODE 37.9 -3.7 05971 42.06 Node NODE 8.1 -20.4 05972 42.06 Node NODE 8 -20.4 05973 42.06 Node NODE 8 -20.4 05975 42.06 Node NODE 11.1 -20.4 05976 42.06 Node NODE 11 -20.4 05977 42.06 Node NODE 10.9 -20.4 H1 -5 Outside Hose HOSE 100 44.2 0 100 S1000 43.06 Overhead Sprinkler HEAD 5.6 Open 14.8 2.8 120 0.123 7 -20.8 7 12 S1001 43.06 Overhead Sprinkler HEAD 5.6 Open 14.8 2.8 120 0.124 7 -20.8 7 12 S1002 43.06 Overhead Sprinkler HEAD 5.6 Open 14.9 2.9 120 0.125 7.1 -20.8 7 12 S1003 43.06 Overhead Sprinkler HEAD 5.6 Open 15.1 3.1 120 0.126 7.3 -20.8 7 12 S1004 43.06 Overhead Sprinkler HEAD 5.6 Open 15.5 3.5 120 0.129 7.6 -20.8 7 12 S1005 43.06 Overhead Sprinkler HEAD 5.6 Open 16 4 120 0.133 8.1 -20.8 7 12 S1006 43.06 Overhead Sprinkler HEAD 5.6 Open 16.8 4.8 120 0.14 9 -20.8 7 12 S1007 43.06 Overhead Sprinkler HEAD 5.6 Open 17.7 5.7 120 0.147 9.9 -20.8 7 12 S1008 43.06 Overhead Sprinkler HEAD 5.6 Open 17.5 5.5 120 0.146 9.8 -20.8 7 12 S1009 43.06 Overhead Sprinkler HEAD 5.6 Open 17.5 5.5 120 0.146 9.8 -20.8 7 12 S1010 43.06 Overhead Sprinkler HEAD 5.6 Open 14.9 2.9 120 0.124 7.1 -20.8 7 12 S1011 43.06 Overhead Sprinkler HEAD 5.6 Open 14.9 2.9 120 0.124 7.1 -20.8 7 12 S1012 43.06 Overhead Sprinkler HEAD 5.6 Open 15 3 120 0.125 7.2 -20.8 7 12 Date 2/5/2026 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 S1013 43.06 Overhead Sprinkler HEAD 5.6 Open 15.2 3.2 120 0.127 7.4 -20.8 7 12 S1014 43.06 Overhead Sprinkler HEAD 5.6 Open 15.5 3.5 120 0.129 7.7 -20.8 7 12 S1015 43.06 Overhead Sprinkler HEAD 5.6 Open 16.1 4.1 120 0.134 8.2 -20.8 7 12 S1016 43.06 Overhead Sprinkler HEAD 5.6 Open 16.9 4.9 120 0.141 9.1 -20.8 7 12 S1017 43.06 Overhead Sprinkler HEAD 5.6 Open 17.7 5.7 120 0.148 10 -20.8 7 12 S1018 43.06 Overhead Sprinkler HEAD 5.6 Open 17.6 5.6 120 0.147 9.9 -20.8 7 12 S1019 43.06 Overhead Sprinkler HEAD 5.6 Open 17.6 5.6 120 0.147 9.9 -20.8 7 12 W1 -5 Supply SUPPLY -422.1 44.7 0 Date 2/5/2026 Page 44Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1000 05956 43.06 42.06 5.6 14.8 14.8 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1043 7 0.4 0.5 05956 05955 42.06 42.06 0 14.8 2 2.157 9 0 9 100 0.0031 7.9 0 0.0 05955 05954 42.06 42.06 14.8 29.7 2 2.157 9 0 9 100 0.0113 7.9 0 0.1 05954 05953 42.06 42.06 14.9 44.6 2 2.157 8 0 8 100 0.024 8 0 0.2 05953 05952 42.06 42.06 15.1 59.7 2 2.157 8 0 8 100 0.0412 8.2 0 0.3 05952 05951 42.06 42.06 15.5 75.2 2 2.157 9 0 9 100 0.0631 8.6 0 0.6 05951 05950 42.06 42.06 16 91.2 2 2.157 10 0 10 100 0.0901 9.1 0 0.9 05950 05900 42.06 42.06 16.8 108 2 2.157 1x(us.Tee-Br)=8.77 3.43 8.77 12.21 100 0.1233 10 0 1.5 05900 05899 42.06 42.06 52.7 160.6 4 4.26 12 0 12 100 0.0094 11.5 0 0.1 05899 05887-O 42.06 7.4 161.5 322.1 4 4.26 9x(us.90)=84.49 1x(us.Tee-Br)=18.78 136.61 103.27 239.88 100 0.0339 11.6 15 8.1 05887-O 05887-I 7.4 6.26 0 322.1 4 0 1.15 0 1.15 0.3136 34.8 0.5 0.4 DPV-1 *** 05887-I 05886-O 6.26 5.29 0 322.1 4 4.26 0.96 0 0.96 120 0.0242 35.7 0.4 0.0 05886-O 05886-I 5.29 4.91 0 322.1 4 0 0.38 0 0.38 0.7523 36.1 0.2 0.3 BFV-N *** 05886-I 05884 4.91 3.5 0 322.1 4 4.26 1x(us.Tee-Br)=26.33 1.41 26.33 27.75 120 0.0242 36.6 0.6 0.7 05884 05970-O 3.5 3.5 0 322.1 6 6.357 4.92 0 4.92 120 0.0034 37.8 0 0.0 05970-O 05970-I 3.5 3.5 0 322.1 6 0 0.5 0 0.5 4.7231 37.9 0 2.4 AmesC200H *** Date 2/5/2026 Page 45Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: 05970-I 05969 3.5 3.5 0 322.1 6 6.357 1x(us.90)=17.6 3.57 17.6 21.17 120 0.0034 40.2 0 0.1 05969 05967-O 3.5 -5 0 322.1 6 6.4 1x(us.90)=24.19 17.58 24.19 41.77 140 0.0025 40.3 3.7 0.1 05967-O 05967-I -5 -5 0 322.1 6 0 0.87 0 0.87 0.0049 44.1 0 0 Gate A2360 *** 05967-I H1 -5 -5 0 322.1 6 6.4 1x(us.Tee-Br)=51.84 12.68 51.84 64.52 140 0.0025 44.1 0 0.2 H1 0021 -5 -5 100 276.7 8 8.55 1x(us.45)=15.85 243.01 15.85 258.86 140 0.0005 44.2 0 0.1 0021 0025 -5 -5 4.2 280.9 8 8.55 1x(us.Tee-Br)=61.64 2x(us.45)=31.7 196.02 93.34 289.36 140 0.0005 44.4 0 0.1 0025 0030 -5 -5 141.2 422.1 12 12.64 2x(us.Tee-Br)=198.21 2x(us.45)=42.95 794.58 241.15 1035.7 3 140 0.0002 44.5 0 0.2 0030 W1 -5 -5 0 422.1 6 6.4 12.74 0 12.74 140 0.0041 44.7 0 0.1 W1 44.7 2Path No: S1001 05955 43.06 42.06 5.6 14.8 14.8 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1046 7 0.4 0.5 05955 7.9 Date 2/5/2026 Page 46Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1010 05973 43.06 42.06 5.6 14.9 14.9 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1053 7.1 0.4 0.5 05973 05972 42.06 42.06 0 14.9 2 2.157 9 0 9 100 0.0031 8 0 0.0 05972 05971 42.06 42.06 14.9 29.8 2 2.157 9 0 9 100 0.0114 8 0 0.1 05971 05968 42.06 42.06 15 44.8 2 2.157 8 0 8 100 0.0242 8.1 0 0.2 05968 05966 42.06 42.06 15.2 60 2 2.157 8 0 8 100 0.0416 8.3 0 0.3 05966 05965 42.06 42.06 15.5 75.6 2 2.157 9 0 9 100 0.0637 8.6 0 0.6 05965 05964 42.06 42.06 16.1 91.6 2 2.157 10 0 10 100 0.091 9.2 0 0.9 05964 05899 42.06 42.06 16.9 108.5 2 2.157 1x(us.Tee-Br)=8.77 3.43 8.77 12.21 100 0.1245 10.1 0 1.5 05899 11.6 4Path No: S1011 05972 43.06 42.06 5.6 14.9 14.9 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1056 7.1 0.4 0.5 05972 8 5Path No: S1002 05954 43.06 42.06 5.6 14.9 14.9 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.106 7.1 0.4 0.5 05954 8 6Path No: S1012 05971 43.06 42.06 5.6 15 15 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.107 7.2 0.4 0.5 05971 8.1 Date 2/5/2026 Page 47Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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 7Path No: S1003 05953 43.06 42.06 5.6 15.1 15.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1084 7.3 0.4 0.5 05953 8.2 8Path No: S1013 05968 43.06 42.06 5.6 15.2 15.2 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1095 7.4 0.4 0.5 05968 8.3 9Path No: S1004 05952 43.06 42.06 5.6 15.5 15.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1127 7.6 0.4 0.5 05952 8.6 10Path No: S1014 05966 43.06 42.06 5.6 15.5 15.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1138 7.7 0.4 0.5 05966 8.6 11Path No: S1005 05951 43.06 42.06 5.6 16 16 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.12 8.1 0.4 0.5 05951 9.1 12Path No: S1015 05965 43.06 42.06 5.6 16.1 16.1 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1211 8.2 0.4 0.6 05965 9.2 13Path No: S1006 05950 43.06 42.06 5.6 16.8 16.8 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1315 9 0.4 0.6 05950 10 14Path No: S1016 05964 43.06 42.06 5.6 16.9 16.9 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1328 9.1 0.4 0.6 05964 10.1 Date 2/5/2026 Page 48Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1009 05960 43.06 42.06 5.6 17.5 17.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1418 9.8 0.4 0.6 05960 05959 42.06 42.06 0 17.5 2 2.157 10 0 10 100 0.0042 10.8 0 0.0 05959 05958 42.06 42.06 17.5 35 2 2.157 10 0 10 100 0.0153 10.9 0 0.2 05958 05900 42.06 42.06 17.7 52.7 2 2.157 1x(us.Tee-Br)=8.77 6.57 8.77 15.34 100 0.0326 11 0 0.5 05900 11.5 16Path No: S1008 05959 43.06 42.06 5.6 17.5 17.5 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1424 9.8 0.4 0.6 05959 10.9 17Path No: S1019 05977 43.06 42.06 5.6 17.6 17.6 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1432 9.9 0.4 0.7 05977 05976 42.06 42.06 0 17.6 2 2.157 10 0 10 100 0.0043 10.9 0 0.0 05976 05975 42.06 42.06 17.6 35.2 2 2.157 10 0 10 100 0.0155 11 0 0.2 05975 05899 42.06 42.06 17.7 52.9 2 2.157 1x(us.Tee-Br)=8.77 6.57 8.77 15.34 100 0.0329 11.1 0 0.5 05899 11.6 18Path No: S1018 05976 43.06 42.06 5.6 17.6 17.6 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1437 9.9 0.4 0.7 05976 11 19Path No: S1007 05958 43.06 42.06 5.6 17.7 17.7 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1443 9.9 0.4 0.7 05958 11 Date 2/5/2026 Page 49Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.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: S1017 05975 43.06 42.06 5.6 17.7 17.7 1 1.049 1x(us.Tee-Br)=3.56 1 3.56 4.56 100 0.1457 10 0.4 0.7 05975 11.1 21Path No: H1 0007 -5 -5 100 145.5 8 8.55 1x(elbow.22.5)=7.93 5x(us.45)=79.25 1x(us.Tee-Br)=61.64 701.75 148.81 850.56 140 0.0001 44.2 0 0.1 0007 0025 -5 -5 -4.2 141.2 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 44.4 0 0.1 0025 44.5 22Path No: 0007 0021 -5 -5 0 4.2 8 8.55 2x(us.Tee-Br)=123.28 2x(us.45)=31.7 1x(elbow.22.5)=7.93 548.86 162.9 711.76 140 0 44.4 0 0 0021 44.4 * 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 9.53 ft/s occurs in the following pipe(s): (05899-05964) Date 2/5/2026 Page 50Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure vs. Flow Function Design Area: 10; 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: 10; BFP Ref.: 10140 (AmesC200H, Size = 6); Inlet Node: 05970-I; Outlet Node: 05970-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 @ 322.1 gpm Date 2/5/2026 Page 51Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 10; DPV Ref.: 10142 (DPV-1, Size = 4); Inlet Node: 05887-I; Outlet Node: 05887-O Flow, gpm170300400450500550600700800 8501000110012001600Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 0.4 psi @ 322.1 gpm Pressure Loss Function Design Area: 10; Valve Ref.: 10139 (Gate A2360, Size = 6); Inlet Node: 05967-I; Outlet Node: 05967-O Flow, gpm5002000 3400490054065800Pressure, psi0.766 0.266 Date 2/5/2026 Page 52Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg Device GraphsJob : HANOVER HYANNIS PH II Pressure Loss Function Design Area: 10; Valve Ref.: 10141 (BFV-N, Size = 4); Inlet Node: 05886-I; Outlet Node: 05886-O Flow, gpm127254381508635 762889101611431270Pressure, psi4.428 3.928 3.428 2.928 2.428 1.928 1.428 0.928 0.428 0.3 psi @ 322.1 gpm Date 2/5/2026 Page 53Copyright © 2002-2012 Tyco Fire Protection Products File: H:\HANOVER HYANNIS (25-0057)\HANOVER HYANNIS_R1.dwg