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HomeMy WebLinkAboutCALC AREA 5 - 23-00006 - Hibbard Elemenatry - Fire Sprinkler Project Name : HIBBARD ELEMENTARY SCHOOL ADDITION Contract No. : 22-217 Project Location: 2413 N 3000 W City: REXBURG, IDAHO 83440 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) 5 LIGHT 1125 228.6 Required 93.2 0.1 22.5 5 100 1516.1Demand (HW) Date 1/2/2023 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.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) 5 MECHANICAL MEZZANINE LIGHT 0.1 1125 225 5 0 100 228.6 93.2 Wet 703.6 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 12/1/22 ON SITE SRC MODIFIED PER NFPA 13 2019, 19.3.3.3.6 Project Name : HIBBARD ELEMENTARY SCHOOL ADDITION Contract No. : 22-217 Project Location: 2413 N 3000 W City: REXBURG, IDAHO 83440 Date: 12/30/1899 Name of Contractor: PHOENIX FIRE PROTECTION Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: ISFM City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 1/2/2023 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Job : HIBBARD ELEMENTARY SCHOOL ADDITION Diagram for Design Area : 5 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 1/2/2023 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Job : HIBBARD ELEMENTARY SCHOOL ADDITION Hydraulic Analysis for : 5 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 : SRC Flow (gpm)Pressure (psi) 0 114 750 62 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 114 62 750 108.2 228.6 93.2 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) 100 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 128.6 0 0 128.6 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 93.2 128.6 N/A Sprinklers Other Date 1/2/2023 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Job : HIBBARD ELEMENTARY SCHOOL ADDITION Hydraulic Analysis for : 5 Flow, gpmPressure, psi150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 S1 S2 55.406 D1 D2D2 D3 108.2 psi @ 228.6 gpm Supply System Demand Add. Out. Hose Available At Source 0 300 400 500 600 700 800 Date 1/2/2023 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Job : HIBBARD ELEMENTARY SCHOOL ADDITION Hydraulic Analysis for : 5 Pressure (psi)Label Graph Labels Flow (gpm) Values Description 0S1 114Supply point #1 - Static 750S2 62Supply point #2 - Residual 0D1 8.2Elevation Pressure 128.6D2 93.2System Demand 228.6D3 93.2System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 143Supply111.6 15 228.6 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S501 5.6 0.1 22.5 16.1 0.1 16.122.5225Overhead Sprinkler S502 5.6 0.1 22.5 16.1 0.106 18.323.9225Overhead Sprinkler S503 5.6 0.1 22.5 16.1 0.112 20.125.1225Overhead Sprinkler S504 5.6 0.1 22.5 16.1 0.122 24.227.5225Overhead Sprinkler S505 5.6 0.1 22.5 16.1 0.131 27.829.5225Overhead Sprinkler Date 1/2/2023 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Job : HIBBARD ELEMENTARY SCHOOL ADDITION 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 S501 21.83 Overhead Sprinkler HEAD 5.6 Open 22.5 0 225 0.1 16.1 -8.2 16.1 22.5 S502 21.83 Overhead Sprinkler HEAD 5.6 Open 23.9 1.4 225 0.106 18.3 -8.2 16.1 22.5 S503 21.83 Overhead Sprinkler HEAD 5.6 Open 25.1 2.6 225 0.112 20.1 -8.2 16.1 22.5 S504 21.83 Overhead Sprinkler HEAD 5.6 Open 27.5 5 225 0.122 24.2 -8.2 16.1 22.5 S505 21.83 Overhead Sprinkler HEAD 5.6 Open 29.5 7 225 0.131 27.8 -8.2 16.1 22.5 1294 21.83 Node NODE 18.2 -8.2 1289 21.83 Node NODE 29.8 -8.2 0327 21.83 Node NODE 46.6 -8.2 0245 21.83 Node NODE 58.2 -8.2 0606 18.4 Node NODE 68 -6.7 0007 10.5 Node NODE 70 -3.2 0006 10.5 Node NODE 70 -3.2 0009 10.5 Node NODE 70 -3.2 0012 10.5 Node NODE 70 -3.2 0002 10.5 Node NODE 70 -3.2 0049 10.5 Node NODE 70.1 -3.2 0101 10.5 Node NODE 70.2 -3.2 0102 10.5 Node NODE 70.2 -3.2 0099 10.5 Node NODE 70.2 -3.2 0105 10.5 Node NODE 70.2 -3.2 0107 10.5 Node NODE 70.2 -3.2 0096 10.5 Node NODE 70.2 -3.2 0034 10.5 Node NODE 70.4 -3.2 0033 10.5 Node NODE 70.5 -3.2 0031 10.5 Node NODE 70.5 -3.2 Date 1/2/2023 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Job : HIBBARD ELEMENTARY SCHOOL ADDITION 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 0069 10.5 Node NODE 70.5 -3.2 0071 10.5 Node NODE 70.5 -3.2 0030 10.5 Node NODE 70.5 -3.2 0075 10.5 Node NODE 70.5 -3.2 0076 10.5 Node NODE 70.6 -3.2 0027 10.5 Node NODE 70.6 -3.2 0029 10.5 Node NODE 70.6 -3.2 0080 10.5 Node NODE 70.7 -3.2 0078 10.5 Node NODE 70.7 -3.2 0620 10.5 Node NODE 70.8 -3.2 0654 10.5 Node NODE 70.8 -3.2 0642 10.5 Node NODE 70.9 -3.2 0619 10.5 Node NODE 70.9 -3.2 0614 10.5 Node NODE 71 -3.2 0645 10.5 Node NODE 71.1 -3.2 0649 10.5 Node NODE 71.3 -3.2 0652 10.5 Node NODE 71.5 -3.2 0655 10.5 Node NODE 71.6 -3.2 0601 10.5 Node NODE 71.7 -3.2 0659 10.5 Node NODE 71.8 -3.2 0596 10.5 Node NODE 71.9 -3.2 0593 10.5 Node NODE 72.1 -3.2 0709 10.5 Node NODE 72.2 -3.2 0590 10.5 Node NODE 72.3 -3.2 0587 10.5 Node NODE 72.7 -3.2 Date 1/2/2023 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Job : HIBBARD ELEMENTARY SCHOOL ADDITION 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 0584 10.5 Node NODE 72.8 -3.2 0583 10.5 Node NODE 73 -3.2 1107 10.5 Node NODE 73.2 -3.2 1110 10.5 Node NODE 73.2 -3.2 1112 10.5 Node NODE 73.2 -3.2 1114 10.5 Node NODE 73.3 -3.2 1144 10.5 Node NODE 73.5 -3.2 0576 10.5 Node NODE 73.5 -3.2 1145 10.5 Node NODE 73.6 -3.2 0572 10.5 Node NODE 73.9 -3.2 0367 10.5 Node NODE 74.1 -3.2 0372 28 Node NODE 79.7 -10.8 0378-O 8.46 Node NODE 89.6 -2.4 0378-I 8.14 Node NODE 89.8 -2.2 0379-O 6.11 Node NODE 90.7 -1.3 0379-I 5.79 Node NODE 91 -1.2 SRC 3 Supply SUPPLY -128.6 93.2 0 0382 -5 Node NODE 96.5 3.5 0386 -5 Node NODE 96.6 3.5 Date 1/2/2023 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Hydraulic CalculationsJob : HIBBARD ELEMENTARY SCHOOL ADDITION 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 1294 21.83 21.83 5.6 22.5 22.5 1 1.049 1x(us.Tee-Br)=5 8 5 13 120 0.1613 16.1 0 2.1 1294 S502 21.83 21.83 5.6 0 22.5 1.25 1.442 1 0 1 120 0.0342 18.2 0 0.0 S502 S503 21.83 21.83 5.6 5.6 23.9 46.4 1.25 1.442 14 0 14 120 0.131 18.3 0 1.8 S503 S504 21.83 21.83 5.6 5.6 25.1 71.6 1.25 1.442 14 0 14 120 0.2918 20.1 0 4.1 S504 1289 21.83 21.83 5.6 27.5 99.1 1.25 1.442 10.48 0 10.48 120 0.5334 24.2 0 5.6 1289 0327 21.83 21.83 29.5 128.6 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.90)=3.72 1x(us.45)=1.24 7.01 12.39 19.4 120 0.8644 29.8 0 16.8 0327 0245 21.83 21.83 -60.9 67.7 1.5 1.68 1x(us.Tee-Br)=9.84 1x(us.90)=4.92 78.33 14.76 93.1 120 0.1251 46.6 0 11.7 0245 0007 21.83 10.5 -30.7 37 1.5 1.68 2x(us.Tee-Br)=19.68 1x(us.90)=4.92 1x(us.45)=2.46 141.79 27.07 168.86 120 0.0409 58.2 4.9 6.9 0007 0006 10.5 10.5 -14.2 22.8 2 2.157 1.33 0 1.33 120 0.0049 70 0 0 0006 0002 10.5 10.5 -9.7 13.1 2 2.157 14.34 0 14.34 120 0.0018 70 0 0.0 0002 0049 10.5 10.5 -6.5 6.6 2 2.157 1x(us.Tee-Br)=12.31 17 12.31 29.31 120 0.0005 70 0 0.0 0049 0034 10.5 10.5 0 6.6 1.25 1.442 109.7 0 109.7 120 0.0035 70.1 0 0.4 0034 0033 10.5 10.5 -2.2 4.4 2 2.157 1x(us.Tee-Br)=12.31 17 12.31 29.31 120 0.0002 70.4 0 0 0033 0031 10.5 10.5 4.6 9 2 2.157 14.34 0 14.34 120 0.0009 70.5 0 0.0 0031 0030 10.5 10.5 9.7 18.7 2 2.157 7.44 0 7.44 120 0.0034 70.5 0 0.0 0030 0029 10.5 10.5 6.8 25.5 2 2.157 1x(us.Tee-Br)=12.31 2 12.31 14.31 120 0.0061 70.5 0 0.1 Date 1/2/2023 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Hydraulic CalculationsJob : HIBBARD ELEMENTARY SCHOOL ADDITION 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: 0029 0654 10.5 10.5 7.4 32.9 2 2.157 1x(us.Tee-Br)=12.31 1x(us.45)=2.46 13.06 14.77 27.83 120 0.0097 70.6 0 0.3 0654 0642 10.5 10.5 6.5 39.3 2 2.157 6.44 0 6.44 120 0.0136 70.8 0 0.1 0642 0645 10.5 10.5 -0.5 38.8 2 2.157 9.74 0 9.74 120 0.0132 70.9 0 0.1 0645 0649 10.5 10.5 1.4 40.2 2 2.157 17.84 0 17.84 120 0.0141 71.1 0 0.3 0649 0652 10.5 10.5 -2.6 37.5 2 2.157 13.22 0 13.22 120 0.0124 71.3 0 0.2 0652 0655 10.5 10.5 -4.7 32.8 2 2.157 14.61 0 14.61 120 0.0097 71.5 0 0.1 0655 0659 10.5 10.5 -4.9 27.9 2 2.157 1x(us.90)=6.15 15.01 6.15 21.17 120 0.0072 71.6 0 0.2 0659 0593 10.5 10.5 -12.8 15.2 2 2.157 1x(us.Tee-Br)=12.31 108.28 12.31 120.59 120 0.0023 71.8 0 0.3 0593 0590 10.5 10.5 39.8 54.9 2 2.157 10.87 0 10.87 120 0.0251 72.1 0 0.3 0590 0587 10.5 10.5 4.1 59 2 2.157 11.8 0 11.8 120 0.0287 72.3 0 0.3 0587 0584 10.5 10.5 -7.5 51.5 2 2.157 5.47 0 5.47 120 0.0224 72.7 0 0.1 0584 0583 10.5 10.5 8.7 60.2 2 2.157 6.78 0 6.78 120 0.0298 72.8 0 0.2 0583 0576 10.5 10.5 -4.4 55.8 2 2.157 19.75 0 19.75 120 0.0259 73 0 0.5 0576 0572 10.5 10.5 4.5 60.4 2 2.157 14.07 0 14.07 120 0.03 73.5 0 0.4 0572 0367 10.5 10.5 7.3 67.7 2 2.157 4.06 0 4.06 120 0.0371 73.9 0 0.2 0367 0372 10.5 28 60.9 128.6 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 83.66 24.61 108.27 120 0.1216 74.1 -7.6 13.2 Date 1/2/2023 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Hydraulic CalculationsJob : HIBBARD ELEMENTARY SCHOOL ADDITION 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: 0372 0378-O 28 8.46 0 128.6 3 3.26 3x(us.90)=28.22 63.07 28.22 91.3 120 0.0163 79.7 8.5 1.5 0378-O 0378-I 8.46 8.14 0 128.6 3 0 0.32 0 0.32 0.0045 89.6 0.1 0 RISER MANIFOLD *** 0378-I 0379-O 8.14 6.11 0 128.6 3 3.26 2.03 0 2.03 120 0.0163 89.8 0.9 0.0 0379-O 0379-I 6.11 5.79 0 128.6 3 0 0.32 0 0.32 0.622 90.7 0.1 0.2 REL B FLY *** 0379-I 0382 5.79 -5 0 128.6 3 3.26 2x(us.90)=18.82 1x(us.Tee-Br)=20.16 12.57 38.97 51.55 120 0.0163 91 4.7 0.8 0382 0386 -5 -5 0 128.6 6 6.08 3x(us.90)=64.19 108.11 64.19 172.3 150 0.0005 96.5 0 0.1 0386 SRC -5 3 0 128.6 6 6.357 3x(us.90)=52.81 33.58 52.81 86.39 120 0.0006 96.6 -3.5 0.1 SRC 93.2 2Path No: S505 1289 21.83 21.83 5.6 29.5 29.5 1 1.049 1x(us.Tee-Br)=5 2.5 5 7.5 120 0.2666 27.8 0 2 1289 29.8 3Path No: 0327 0367 21.83 10.5 0 60.9 1.5 1.68 2x(us.Tee-Br)=19.68 3x(us.90)=14.76 185.22 34.45 219.67 120 0.1029 46.6 4.9 22.6 0367 74.1 Date 1/2/2023 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Hydraulic CalculationsJob : HIBBARD ELEMENTARY SCHOOL ADDITION 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: 0245 0101 21.83 10.5 0 30.7 1.5 1.68 2x(us.Tee-Br)=19.68 1x(us.90)=4.92 1x(us.45)=2.46 218.44 27.07 245.51 120 0.0289 58.2 4.9 7.1 0101 0102 10.5 10.5 -12.7 18 2 2.157 0.83 0 0.83 120 0.0032 70.2 0 0 0102 0105 10.5 10.5 -8 10 2 2.157 13.21 0 13.21 120 0.0011 70.2 0 0.0 0105 0071 10.5 10.5 -5 5 1.25 1.442 2x(us.Tee-Br)=14.86 106.66 14.86 121.52 120 0.0021 70.2 0 0.3 0071 0075 10.5 10.5 9.1 14.2 2 2.157 13.21 0 13.21 120 0.002 70.5 0 0.0 0075 0076 10.5 10.5 8 22.1 2 2.157 7.7 0 7.7 120 0.0047 70.5 0 0.0 0076 0078 10.5 10.5 5.7 27.8 2 2.157 1x(us.Tee-Br)=12.31 7.93 12.31 20.23 120 0.0072 70.6 0 0.1 0078 0620 10.5 10.5 7 34.8 2 2.157 1x(us.45)=2.46 5.3 2.46 7.76 120 0.0108 70.7 0 0.1 0620 0619 10.5 10.5 -6.5 28.4 2 2.157 1x(us.Tee-Br)=12.31 9.16 12.31 21.47 120 0.0074 70.8 0 0.2 0619 0614 10.5 10.5 0.5 28.9 2 2.157 11.42 0 11.42 120 0.0077 70.9 0 0.1 0614 0606 10.5 18.4 -1.4 27.5 2 2.157 5x(us.90)=30.77 25.74 30.77 56.5 120 0.007 71 -3.4 0.4 0606 0601 18.4 10.5 2.6 30.2 2 2.157 3x(us.90)=18.46 16.91 18.46 35.37 120 0.0083 68 3.4 0.3 0601 0596 10.5 10.5 4.7 34.9 2 2.157 14.61 0 14.61 120 0.0108 71.7 0 0.2 0596 0593 10.5 10.5 4.9 39.8 2 2.157 12.89 0 12.89 120 0.0138 71.9 0 0.2 0593 72.1 Date 1/2/2023 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Hydraulic CalculationsJob : HIBBARD ELEMENTARY SCHOOL ADDITION 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: 0007 0009 10.5 10.5 0 14.2 2 2.157 6.11 0 6.11 120 0.0021 70 0 0.0 0009 0012 10.5 10.5 -6.8 7.4 2 2.157 1x(us.Tee-Br)=12.31 18 12.31 30.31 120 0.0006 70 0 0.0 0012 0027 10.5 10.5 0 7.4 1.25 1.442 1x(us.Tee-Br)=7.43 109.7 7.43 117.13 120 0.0044 70 0 0.5 0027 0029 10.5 10.5 0 7.4 2 2.157 1x(us.Tee-Br)=12.31 16 12.31 28.31 120 0.0006 70.6 0 0.0 0029 70.6 6Path No: 0006 0031 10.5 10.5 0 9.7 1.5 1.68 2x(us.Tee-Br)=19.68 109.7 19.68 129.39 120 0.0034 70 0 0.4 0031 70.5 7Path No: 0002 0033 10.5 10.5 0 6.5 1.25 1.442 1x(us.Tee-Br)=7.43 109.7 7.43 117.13 120 0.0035 70 0 0.4 0033 0071 10.5 10.5 -4.6 1.9 1.25 1.442 1x(us.Tee-Br)=7.43 2x(us.45)=2.48 94.07 9.91 103.98 120 0.0004 70.5 0 0.0 0071 70.5 8Path No: 0034 0069 10.5 10.5 0 2.2 1.25 1.442 1x(us.Tee-Br)=7.43 2x(us.45)=2.48 66.32 9.91 76.23 120 0.0005 70.4 0 0.0 0069 0071 10.5 10.5 5 7.2 2 2.157 18 0 18 120 0.0006 70.5 0 0.0 0071 70.5 9Path No: 0642 0619 10.5 10.5 0 0.5 1.25 1.442 2x(us.Tee-Br)=14.86 4x(us.90)=14.86 140.57 29.73 170.3 120 0.0000 70.9 0 0 0619 70.9 Date 1/2/2023 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Hydraulic CalculationsJob : HIBBARD ELEMENTARY SCHOOL ADDITION 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: 0649 0606 10.5 18.4 0 2.6 1.25 1.442 2x(us.Tee-Br)=14.86 5x(us.90)=18.58 133.76 33.44 167.2 120 0.0006 71.3 -3.4 0.1 0606 68 11Path No: 0652 0601 10.5 10.5 0 4.7 1.25 1.442 2x(us.Tee-Br)=14.86 110.4 14.86 125.27 120 0.0019 71.5 0 0.2 0601 71.7 12Path No: 0655 0596 10.5 10.5 0 4.9 1.25 1.442 2x(us.Tee-Br)=14.86 110.4 14.86 125.27 120 0.002 71.6 0 0.3 0596 71.9 13Path No: 0659 0709 10.5 10.5 0 12.8 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.45)=1.24 23.49 8.67 32.16 120 0.012 71.8 0 0.4 0709 0584 10.5 10.5 -4.1 8.7 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.45)=1.24 98.27 8.67 106.94 120 0.0059 72.2 0 0.6 0584 72.8 Date 1/2/2023 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Hydraulic CalculationsJob : HIBBARD ELEMENTARY SCHOOL ADDITION PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 14Path No: 0587 1107 10.5 10.5 0 7.5 1.25 1.442 2x(us.Tee-Br)=14.86 98.89 14.86 113.75 120 0.0045 72.7 0 0.5 1107 1110 10.5 10.5 0 7.5 2 2.157 12.25 0 12.25 120 0.0006 73.2 0 0 1110 1112 10.5 10.5 4.4 11.9 2 2.157 1x(us.Tee-Br)=12.31 19.75 12.31 32.06 120 0.0015 73.2 0 0.0 1112 1114 10.5 10.5 0 11.9 1.25 1.442 9.94 0 9.94 120 0.0105 73.2 0 0.1 1114 1144 10.5 10.5 -4.5 7.3 1.25 1.442 1x(us.90)=3.72 1x(us.Tee-Br)=7.43 19.6 11.15 30.75 120 0.0043 73.3 0 0.1 1144 1145 10.5 10.5 0 7.3 1 1.049 4.5 0 4.5 120 0.0202 73.5 0 0.1 1145 0572 10.5 10.5 0 7.3 1.25 1.442 1x(us.Tee-Br)=7.43 78.92 7.43 86.35 120 0.0043 73.6 0 0.4 0572 73.9 15Path No: 0583 1110 10.5 10.5 0 4.4 1.25 1.442 2x(us.Tee-Br)=14.86 98.89 14.86 113.75 120 0.0017 73 0 0.2 1110 73.2 16Path No: 0101 0099 10.5 10.5 0 12.7 2 2.157 6.87 0 6.87 120 0.0017 70.2 0 0.0 0099 0096 10.5 10.5 -5.7 7 2 2.157 1x(us.Tee-Br)=12.31 17.8 12.31 30.11 120 0.0005 70.2 0 0.0 0096 0080 10.5 10.5 0 7 1.25 1.442 1x(us.Tee-Br)=7.43 106.66 7.43 114.09 120 0.0039 70.2 0 0.4 0080 0078 10.5 10.5 0 7 2 2.157 1x(us.Tee-Br)=12.31 9.88 12.31 22.18 120 0.0005 70.7 0 0.0 0078 70.7 Date 1/2/2023 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Hydraulic CalculationsJob : HIBBARD ELEMENTARY SCHOOL ADDITION 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 17Path No: 0102 0075 10.5 10.5 0 8 1.5 1.68 2x(us.Tee-Br)=19.68 106.66 19.68 126.34 120 0.0024 70.2 0 0.3 0075 70.5 18Path No: 0105 0107 10.5 10.5 0 5 2 2.157 1x(us.Tee-Br)=12.31 18 12.31 30.31 120 0.0003 70.2 0 0 0107 0069 10.5 10.5 0 5 1.25 1.442 1x(us.Tee-Br)=7.43 106.66 7.43 114.09 120 0.0021 70.2 0 0.2 0069 70.5 19Path No: 0620 0654 10.5 10.5 0 6.5 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 113.79 24.61 138.41 120 0.0005 70.8 0 0.1 0654 70.8 20Path No: 0614 0645 10.5 10.5 0 1.4 1.25 1.442 2x(us.Tee-Br)=14.86 6x(us.90)=22.3 149.41 37.16 186.57 120 0.0002 71 0 0.0 0645 71.1 21Path No: 0009 0030 10.5 10.5 0 6.8 1.25 1.442 2x(us.Tee-Br)=14.86 109.7 14.86 124.56 120 0.0037 70 0 0.5 0030 70.5 22Path No: 0709 0590 10.5 10.5 0 4.1 1.25 1.442 2x(us.Tee-Br)=14.86 1x(us.45)=1.24 96.62 16.1 112.72 120 0.0015 72.2 0 0.2 0590 72.3 23Path No: 1114 0576 10.5 10.5 0 4.5 1.25 1.442 1x(us.Tee-Br)=7.43 88.95 7.43 96.38 120 0.0018 73.3 0 0.2 0576 73.5 Date 1/2/2023 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Hydraulic CalculationsJob : HIBBARD ELEMENTARY SCHOOL ADDITION 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 24Path No: 0099 0076 10.5 10.5 0 5.7 1.25 1.442 2x(us.Tee-Br)=14.86 106.66 14.86 121.52 120 0.0027 70.2 0 0.3 0076 70.6 * 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 25.27 ft/s occurs in the following pipe(s): (0327-1289) Date 1/2/2023 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Device GraphsJob : HIBBARD ELEMENTARY SCHOOL ADDITION Pressure vs. Flow Function Design Area: 5; Supply Ref.: SRC; Supply Name:SRC Flow, gpm0100200300400500 600700750Pressure, psi130 125 120 115 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 5; Valve Ref.: 1620 (REL B FLY, Size = 3); Inlet Node: 0379-I; Outlet Node: 0379-O Flow, gpm44132.1220.1308.2396.3Pressure, psi1.584 1.084 0.584 0.084 0.2 psi @ 128.6 gpm Date 1/2/2023 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg Device GraphsJob : HIBBARD ELEMENTARY SCHOOL ADDITION Pressure Loss Function Design Area: 5; Valve Ref.: 1621 (RISER MANIFOLD, Size = 3); Inlet Node: 0378-I; Outlet Node: 0378-O Flow, gpm100250400 600800Pressure, psi0 psi @ 128.6 gpm Date 1/2/2023 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: C:\wizard drawing\22-217 Hibbard Elementary - Rexburg\22-217 FP.dwg