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HomeMy WebLinkAboutCALC AREA 4 - 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) 4 LIGHT 1031 287.5 Required 99.9 0.1 22.5 7 100 5.316.1Demand (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) 4 MECHANICAL MEZZANINE LIGHT 0.1 1031 225 7 0 100 287.5 99.9 Wet 701.4 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 12/1/22 ON SITE SRC MODIFIED PER NFPA 13 2019, 19.3.3.2.3.1 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 : 4 (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 : 4 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : 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 62 750 105.2 287.5 99.9 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) 100 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 187.5 0 0 187.5 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 99.9 187.5 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 : 4 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 105.2 psi @ 287.5 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 : 4 Pressure (psi)Label Graph Labels Flow (gpm) Values Description 0S1 114Supply point #1 - Static 750S2 62Supply point #2 - Residual 0D1 8.2Elevation Pressure 187.5D2 99.9System Demand 287.5D3 99.9System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 198Supply109.6 5.3 287.5 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 S401 5.6 0.1 22.5 16.1 0.1 16.122.5225Overhead Sprinkler S402 5.6 0.1 22.5 16.1 0.107 18.424225Overhead Sprinkler S403 5.6 0.1 22.5 16.1 0.121 23.627.2225Overhead Sprinkler S404 5.6 0.1 22.5 16.1 0.126 25.828.4225Overhead Sprinkler S405 5.6 0.1 22.5 16.1 0.127 2628.5225Overhead Sprinkler S406 5.6 0.1 22.5 16.1 0.13 27.329.3225Overhead Sprinkler S407 5.6 0.1 22.5 16.1 0.122 24.127.5225Overhead 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 S401 21.83 Overhead Sprinkler HEAD 5.6 Open 22.5 0 225 0.1 16.1 -8.2 16.1 22.5 S402 21.83 Overhead Sprinkler HEAD 5.6 Open 24 1.5 225 0.107 18.4 -8.2 16.1 22.5 S403 21.83 Overhead Sprinkler HEAD 5.6 Open 27.2 4.7 225 0.121 23.6 -8.2 16.1 22.5 S407 21.83 Overhead Sprinkler HEAD 5.6 Open 27.5 5 225 0.122 24.1 -8.2 16.1 22.5 S404 21.83 Overhead Sprinkler HEAD 5.6 Open 28.4 5.9 225 0.126 25.8 -8.2 16.1 22.5 S405 21.83 Overhead Sprinkler HEAD 5.6 Open 28.5 6 225 0.127 26 -8.2 16.1 22.5 S406 21.83 Overhead Sprinkler HEAD 5.6 Open 29.3 6.8 225 0.13 27.3 -8.2 16.1 22.5 0241 21.83 Node NODE 27.4 -8.2 0244 21.83 Node NODE 27.5 -8.2 0312 21.83 Node NODE 27.5 -8.2 0313 21.83 Node NODE 27.5 -8.2 0245 21.83 Node NODE 27.7 -8.2 0316 21.83 Node NODE 28 -8.2 0007 10.5 Node NODE 52.5 -3.2 0006 10.5 Node NODE 52.5 -3.2 0009 10.5 Node NODE 52.5 -3.2 0012 10.5 Node NODE 52.5 -3.2 0002 10.5 Node NODE 52.5 -3.2 0049 10.5 Node NODE 52.6 -3.2 0101 10.5 Node NODE 52.9 -3.2 0102 10.5 Node NODE 52.9 -3.2 0099 10.5 Node NODE 52.9 -3.2 0105 10.5 Node NODE 52.9 -3.2 0107 10.5 Node NODE 53 -3.2 0096 10.5 Node NODE 53 -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 0606 18.4 Node NODE 53.2 -6.7 0034 10.5 Node NODE 53.7 -3.2 0033 10.5 Node NODE 53.7 -3.2 0031 10.5 Node NODE 53.7 -3.2 0069 10.5 Node NODE 53.8 -3.2 0071 10.5 Node NODE 53.8 -3.2 0030 10.5 Node NODE 53.8 -3.2 0075 10.5 Node NODE 53.9 -3.2 0076 10.5 Node NODE 54 -3.2 0027 10.5 Node NODE 54 -3.2 0029 10.5 Node NODE 54.1 -3.2 0080 10.5 Node NODE 54.4 -3.2 0078 10.5 Node NODE 54.4 -3.2 0620 10.5 Node NODE 54.7 -3.2 0654 10.5 Node NODE 54.9 -3.2 0642 10.5 Node NODE 55.2 -3.2 0619 10.5 Node NODE 55.2 -3.2 0614 10.5 Node NODE 55.4 -3.2 0645 10.5 Node NODE 55.5 -3.2 0649 10.5 Node NODE 56.3 -3.2 0652 10.5 Node NODE 56.8 -3.2 0655 10.5 Node NODE 57.2 -3.2 0601 10.5 Node NODE 57.5 -3.2 0659 10.5 Node NODE 57.7 -3.2 0596 10.5 Node NODE 58 -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 0593 10.5 Node NODE 58.5 -3.2 0709 10.5 Node NODE 58.9 -3.2 0590 10.5 Node NODE 59.4 -3.2 0587 10.5 Node NODE 60.4 -3.2 0584 10.5 Node NODE 60.8 -3.2 0583 10.5 Node NODE 61.4 -3.2 1107 10.5 Node NODE 61.9 -3.2 1110 10.5 Node NODE 62 -3.2 1112 10.5 Node NODE 62.1 -3.2 1114 10.5 Node NODE 62.4 -3.2 1144 10.5 Node NODE 62.8 -3.2 0576 10.5 Node NODE 62.9 -3.2 1145 10.5 Node NODE 63.1 -3.2 0572 10.5 Node NODE 64.2 -3.2 0367 10.5 Node NODE 64.7 -3.2 0372 28 Node NODE 83.6 -10.8 0378-O 8.46 Node NODE 95 -2.4 0378-I 8.14 Node NODE 95.2 -2.2 0379-O 6.11 Node NODE 96.1 -1.3 0379-I 5.79 Node NODE 96.7 -1.2 SRC 3 Supply SUPPLY -187.5 99.9 0 0382 -5 Node NODE 103 3.5 0386 -5 Node NODE 103.2 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: S401 S402 21.83 21.83 5.6 5.6 22.5 22.5 1 1.049 14 0 14 120 0.1613 16.1 0 2.3 S402 0241 21.83 21.83 5.6 24 46.5 1 1.049 1x(us.Tee-Br)=5 9.51 5 14.51 120 0.6192 18.4 0 9 0241 0101 21.83 10.5 11.4 57.9 1.5 1.68 2x(us.Tee-Br)=19.68 1x(us.90)=4.92 1x(us.45)=2.46 192.44 27.07 219.51 120 0.0938 27.4 4.9 20.6 0101 0102 10.5 10.5 -23.8 34.2 2 2.157 0.83 0 0.83 120 0.0104 52.9 0 0 0102 0105 10.5 10.5 -15.1 19.1 2 2.157 13.21 0 13.21 120 0.0036 52.9 0 0.0 0105 0071 10.5 10.5 -9.5 9.6 1.25 1.442 2x(us.Tee-Br)=14.86 106.66 14.86 121.52 120 0.007 52.9 0 0.9 0071 0075 10.5 10.5 15.7 25.2 2 2.157 13.21 0 13.21 120 0.006 53.8 0 0.1 0075 0076 10.5 10.5 15.1 40.3 2 2.157 7.7 0 7.7 120 0.0142 53.9 0 0.1 0076 0078 10.5 10.5 10.8 51.1 2 2.157 1x(us.Tee-Br)=12.31 7.93 12.31 20.23 120 0.022 54 0 0.4 0078 0620 10.5 10.5 13 64.1 2 2.157 1x(us.45)=2.46 5.3 2.46 7.76 120 0.0334 54.4 0 0.3 0620 0619 10.5 10.5 -12.1 51.9 2 2.157 1x(us.Tee-Br)=12.31 9.16 12.31 21.47 120 0.0227 54.7 0 0.5 0619 0614 10.5 10.5 0.8 52.7 2 2.157 11.42 0 11.42 120 0.0233 55.2 0 0.3 0614 0606 10.5 18.4 -2.5 50.2 2 2.157 5x(us.90)=30.77 25.74 30.77 56.5 120 0.0213 55.4 -3.4 1.2 0606 0601 18.4 10.5 4.8 55 2 2.157 3x(us.90)=18.46 16.91 18.46 35.37 120 0.0252 53.2 3.4 0.9 0601 0596 10.5 10.5 8.6 63.5 2 2.157 14.61 0 14.61 120 0.0329 57.5 0 0.5 0596 0593 10.5 10.5 8.9 72.4 2 2.157 12.89 0 12.89 120 0.042 58 0 0.5 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: 0593 0590 10.5 10.5 27.6 100 2 2.157 10.87 0 10.87 120 0.0763 58.5 0 0.8 0590 0587 10.5 10.5 7.5 107.5 2 2.157 11.8 0 11.8 120 0.0873 59.4 0 1 0587 0584 10.5 10.5 -13.6 93.9 2 2.157 5.47 0 5.47 120 0.0679 60.4 0 0.4 0584 0583 10.5 10.5 15.8 109.7 2 2.157 6.78 0 6.78 120 0.0906 60.8 0 0.6 0583 0576 10.5 10.5 -8 101.7 2 2.157 19.75 0 19.75 120 0.0787 61.4 0 1.6 0576 0572 10.5 10.5 8.3 110 2 2.157 14.07 0 14.07 120 0.091 62.9 0 1.3 0572 0367 10.5 10.5 13.3 123.3 2 2.157 4.06 0 4.06 120 0.1125 64.2 0 0.5 0367 0372 10.5 28 64.2 187.5 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 83.66 24.61 108.27 120 0.2444 64.7 -7.6 26.5 0372 0378-O 28 8.46 0 187.5 3 3.26 3x(us.90)=28.22 63.07 28.22 91.3 120 0.0327 83.6 8.5 3 0378-O 0378-I 8.46 8.14 0 187.5 3 0 0.32 0 0.32 0.0182 95 0.1 0 RISER MANIFOLD *** 0378-I 0379-O 8.14 6.11 0 187.5 3 3.26 2.03 0 2.03 120 0.0327 95.2 0.9 0.1 0379-O 0379-I 6.11 5.79 0 187.5 3 0 0.32 0 0.32 1.3197 96.1 0.1 0.4 REL B FLY *** 0379-I 0382 5.79 -5 0 187.5 3 3.26 2x(us.90)=18.82 1x(us.Tee-Br)=20.16 12.57 38.97 51.55 120 0.0327 96.7 4.7 1.7 0382 0386 -5 -5 0 187.5 6 6.08 3x(us.90)=64.19 108.11 64.19 172.3 150 0.001 103 0 0.2 0386 SRC -5 3 0 187.5 6 6.357 3x(us.90)=52.81 33.58 52.81 86.39 120 0.0013 103.2 -3.5 0.1 SRC 99.9 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 2Path No: S403 0312 21.83 21.83 5.6 27.2 27.2 1 1.049 1x(us.Tee-Br)=5 12 5 17 120 0.2293 23.6 0 3.9 0312 0245 21.83 21.83 -8.2 19 1.5 1.68 1x(us.Tee-Br)=9.84 9.01 9.84 18.85 120 0.0119 27.5 0 0.2 0245 0007 21.83 10.5 46.4 65.4 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 0.1174 27.7 4.9 19.8 0007 0006 10.5 10.5 -25.2 40.2 2 2.157 1.33 0 1.33 120 0.0141 52.5 0 0.0 0006 0002 10.5 10.5 -17.1 23.1 2 2.157 14.34 0 14.34 120 0.005 52.5 0 0.1 0002 0049 10.5 10.5 -11.5 11.6 2 2.157 1x(us.Tee-Br)=12.31 17 12.31 29.31 120 0.0014 52.5 0 0.0 0049 0034 10.5 10.5 0 11.6 1.25 1.442 109.7 0 109.7 120 0.01 52.6 0 1.1 0034 0033 10.5 10.5 -3.2 8.3 2 2.157 1x(us.Tee-Br)=12.31 17 12.31 29.31 120 0.0008 53.7 0 0.0 0033 0031 10.5 10.5 8.6 16.9 2 2.157 14.34 0 14.34 120 0.0028 53.7 0 0.0 0031 0030 10.5 10.5 17.1 34.1 2 2.157 7.44 0 7.44 120 0.0104 53.7 0 0.1 0030 0029 10.5 10.5 12 46.1 2 2.157 1x(us.Tee-Br)=12.31 2 12.31 14.31 120 0.0182 53.8 0 0.3 0029 0654 10.5 10.5 13.2 59.3 2 2.157 1x(us.Tee-Br)=12.31 1x(us.45)=2.46 13.06 14.77 27.83 120 0.029 54.1 0 0.8 0654 0642 10.5 10.5 12.1 71.4 2 2.157 6.44 0 6.44 120 0.0409 54.9 0 0.3 0642 0645 10.5 10.5 -0.8 70.6 2 2.157 9.74 0 9.74 120 0.0401 55.2 0 0.4 0645 0649 10.5 10.5 2.5 73.2 2 2.157 17.84 0 17.84 120 0.0428 55.5 0 0.8 0649 0652 10.5 10.5 -4.8 68.4 2 2.157 13.22 0 13.22 120 0.0377 56.3 0 0.5 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 2Path No: 0652 0655 10.5 10.5 -8.6 59.8 2 2.157 14.61 0 14.61 120 0.0294 56.8 0 0.4 0655 0659 10.5 10.5 -8.9 50.9 2 2.157 1x(us.90)=6.15 15.01 6.15 21.17 120 0.0218 57.2 0 0.5 0659 0593 10.5 10.5 -23.3 27.6 2 2.157 1x(us.Tee-Br)=12.31 108.28 12.31 120.59 120 0.007 57.7 0 0.8 0593 58.5 3Path No: S407 0316 21.83 21.83 5.6 27.5 27.5 1 1.049 1x(us.Tee-Br)=5 12 5 17 120 0.2335 24.1 0 4 0316 0367 21.83 10.5 36.7 64.2 1.5 1.68 2x(us.Tee-Br)=19.68 4x(us.90)=19.68 240.55 39.37 279.91 120 0.1133 28 4.9 31.7 0367 64.7 4Path No: S404 0313 21.83 21.83 5.6 28.4 28.4 1 1.049 1x(us.Tee-Br)=5 1.83 5 6.83 120 0.249 25.8 0 1.7 0313 0316 21.83 21.83 8.2 36.7 1.5 1.68 13.5 0 13.5 120 0.0403 27.5 0 0.5 0316 28 5Path No: S405 0244 21.83 21.83 5.6 28.5 28.5 1 1.049 1x(us.Tee-Br)=5 1 5 6 120 0.2507 26 0 1.5 0244 0245 21.83 21.83 17.9 46.4 1.5 1.68 3.67 0 3.67 120 0.0623 27.5 0 0.2 0245 27.7 6Path No: S406 0244 21.83 21.83 5.6 29.3 17.9 1.5 1.68 14 0 14 120 0.0106 27.3 0 0.1 0244 27.5 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 7Path No: S406 0241 21.83 21.83 5.6 29.3 11.4 1.5 1.68 8.33 0 8.33 120 0.0046 27.3 0 0.0 0241 27.4 8Path No: 0101 0099 10.5 10.5 0 23.8 2 2.157 6.87 0 6.87 120 0.0053 52.9 0 0.0 0099 0096 10.5 10.5 -10.8 13 2 2.157 1x(us.Tee-Br)=12.31 17.8 12.31 30.11 120 0.0017 52.9 0 0.1 0096 0080 10.5 10.5 0 13 1.25 1.442 1x(us.Tee-Br)=7.43 106.66 7.43 114.09 120 0.0124 53 0 1.4 0080 0078 10.5 10.5 0 13 2 2.157 1x(us.Tee-Br)=12.31 9.88 12.31 22.18 120 0.0017 54.4 0 0.0 0078 54.4 9Path No: 0102 0075 10.5 10.5 0 15.1 1.5 1.68 2x(us.Tee-Br)=19.68 106.66 19.68 126.34 120 0.0078 52.9 0 1 0075 53.9 10Path No: 0105 0107 10.5 10.5 0 9.5 2 2.157 1x(us.Tee-Br)=12.31 18 12.31 30.31 120 0.001 52.9 0 0.0 0107 0069 10.5 10.5 0 9.5 1.25 1.442 1x(us.Tee-Br)=7.43 106.66 7.43 114.09 120 0.007 53 0 0.8 0069 0071 10.5 10.5 3.2 12.8 2 2.157 18 0 18 120 0.0017 53.8 0 0.0 0071 53.8 11Path No: 0620 0654 10.5 10.5 0 12.1 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 113.79 24.61 138.41 120 0.0015 54.7 0 0.2 0654 54.9 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 12Path No: 0614 0645 10.5 10.5 0 2.5 1.25 1.442 2x(us.Tee-Br)=14.86 6x(us.90)=22.3 149.41 37.16 186.57 120 0.0006 55.4 0 0.1 0645 55.5 13Path No: 0587 1107 10.5 10.5 0 13.6 1.25 1.442 2x(us.Tee-Br)=14.86 98.89 14.86 113.75 120 0.0135 60.4 0 1.5 1107 1110 10.5 10.5 0 13.6 2 2.157 12.25 0 12.25 120 0.0019 61.9 0 0.0 1110 1112 10.5 10.5 8 21.6 2 2.157 1x(us.Tee-Br)=12.31 19.75 12.31 32.06 120 0.0045 62 0 0.1 1112 1114 10.5 10.5 0 21.6 1.25 1.442 9.94 0 9.94 120 0.0318 62.1 0 0.3 1114 1144 10.5 10.5 -8.3 13.3 1.25 1.442 1x(us.90)=3.72 1x(us.Tee-Br)=7.43 19.6 11.15 30.75 120 0.013 62.4 0 0.4 1144 1145 10.5 10.5 0 13.3 1 1.049 4.5 0 4.5 120 0.0613 62.8 0 0.3 1145 0572 10.5 10.5 0 13.3 1.25 1.442 1x(us.Tee-Br)=7.43 78.92 7.43 86.35 120 0.013 63.1 0 1.1 0572 64.2 14Path No: 0583 1110 10.5 10.5 0 8 1.25 1.442 2x(us.Tee-Br)=14.86 98.89 14.86 113.75 120 0.0051 61.4 0 0.6 1110 62 15Path No: 0312 0313 21.83 21.83 0 8.2 1.5 1.68 0.5 0 0.5 120 0.0025 27.5 0 0 0313 27.5 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 16Path No: 0007 0009 10.5 10.5 0 25.2 2 2.157 6.11 0 6.11 120 0.0059 52.5 0 0.0 0009 0012 10.5 10.5 -12 13.2 2 2.157 1x(us.Tee-Br)=12.31 18 12.31 30.31 120 0.0018 52.5 0 0.1 0012 0027 10.5 10.5 0 13.2 1.25 1.442 1x(us.Tee-Br)=7.43 109.7 7.43 117.13 120 0.0127 52.5 0 1.5 0027 0029 10.5 10.5 0 13.2 2 2.157 1x(us.Tee-Br)=12.31 16 12.31 28.31 120 0.0018 54 0 0.1 0029 54.1 17Path No: 0006 0031 10.5 10.5 0 17.1 1.5 1.68 2x(us.Tee-Br)=19.68 109.7 19.68 129.39 120 0.0098 52.5 0 1.3 0031 53.7 18Path No: 0002 0033 10.5 10.5 0 11.5 1.25 1.442 1x(us.Tee-Br)=7.43 109.7 7.43 117.13 120 0.0099 52.5 0 1.2 0033 0071 10.5 10.5 -8.6 2.9 1.25 1.442 1x(us.Tee-Br)=7.43 2x(us.45)=2.48 94.07 9.91 103.98 120 0.0008 53.7 0 0.1 0071 53.8 19Path No: 0034 0069 10.5 10.5 0 3.2 1.25 1.442 1x(us.Tee-Br)=7.43 2x(us.45)=2.48 66.32 9.91 76.23 120 0.0009 53.7 0 0.1 0069 53.8 20Path No: 0642 0619 10.5 10.5 0 0.8 1.25 1.442 2x(us.Tee-Br)=14.86 4x(us.90)=14.86 140.57 29.73 170.3 120 0.0001 55.2 0 0.0 0619 55.2 21Path No: 0649 0606 10.5 18.4 0 4.8 1.25 1.442 2x(us.Tee-Br)=14.86 5x(us.90)=18.58 133.76 33.44 167.2 120 0.002 56.3 -3.4 0.3 0606 53.2 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 22Path No: 0652 0601 10.5 10.5 0 8.6 1.25 1.442 2x(us.Tee-Br)=14.86 110.4 14.86 125.27 120 0.0057 56.8 0 0.7 0601 57.5 23Path No: 0655 0596 10.5 10.5 0 8.9 1.25 1.442 2x(us.Tee-Br)=14.86 110.4 14.86 125.27 120 0.0061 57.2 0 0.8 0596 58 24Path No: 0659 0709 10.5 10.5 0 23.3 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.45)=1.24 23.49 8.67 32.16 120 0.0365 57.7 0 1.2 0709 0584 10.5 10.5 -7.5 15.8 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.45)=1.24 98.27 8.67 106.94 120 0.0178 58.9 0 1.9 0584 60.8 25Path No: 0099 0076 10.5 10.5 0 10.8 1.25 1.442 2x(us.Tee-Br)=14.86 106.66 14.86 121.52 120 0.0087 52.9 0 1.1 0076 54 26Path No: 1114 0576 10.5 10.5 0 8.3 1.25 1.442 1x(us.Tee-Br)=7.43 88.95 7.43 96.38 120 0.0054 62.4 0 0.5 0576 62.9 27Path No: 0009 0030 10.5 10.5 0 12 1.25 1.442 2x(us.Tee-Br)=14.86 109.7 14.86 124.56 120 0.0107 52.5 0 1.3 0030 53.8 28Path No: 0709 0590 10.5 10.5 0 7.5 1.25 1.442 2x(us.Tee-Br)=14.86 1x(us.45)=1.24 96.62 16.1 112.72 120 0.0045 58.9 0 0.5 0590 59.4 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 * 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 17.27 ft/s occurs in the following pipe(s): (0241-S402) 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: 4; 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: 4; 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 0.4 psi @ 187.5 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: 4; Valve Ref.: 1621 (RISER MANIFOLD, Size = 3); Inlet Node: 0378-I; Outlet Node: 0378-O Flow, gpm100250400 600800Pressure, psi0 psi @ 187.5 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