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HomeMy WebLinkAboutCALC AREA 1 - 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) 1 LIGHT 966 261.1 Required 71.7 0.1 40.1 4 100 34.912.8Demand (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) 1 CLASSROOM LIGHT 0.1 966 400 4 0 100 261.1 71.7 Wet 699.9 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 12/1/22 ON SITE SRC AREA MODIFIED PER NFPA 13 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 : 1 (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 : 1 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : 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 62 750 106.6 261.1 71.7 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) 100 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 161.1 0 0 161.1 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 71.7 161.1 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 : 1 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 106.6 psi @ 261.1 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 : 1 Pressure (psi)Label Graph Labels Flow (gpm) Values Description 0S1 114Supply point #1 - Static 750S2 62Supply point #2 - Residual 0D1 3.3Elevation Pressure 161.1D2 71.7System Demand 261.1D3 71.7System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 204.2Supply109.3 34.9 261.1 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 S101 11.2 0.1 40 12.8 0.101 12.940.2400Overhead Sprinkler S102 11.2 0.1 40 12.8 0.1 12.840.1400Overhead Sprinkler S103 11.2 0.1 40 12.8 0.101 13.140.5400Overhead Sprinkler S104 11.2 0.1 40 12.8 0.101 1340.3400Overhead 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 S102 10.5 Overhead Sprinkler HEAD 11.2 Open 40.1 0.1 400 0.1 12.8 -3.2 12.8 40 S101 10.5 Overhead Sprinkler HEAD 11.2 Open 40.2 0.2 400 0.101 12.9 -3.2 12.8 40 S104 10.5 Overhead Sprinkler HEAD 11.2 Open 40.3 0.3 400 0.101 13 -3.2 12.8 40 S103 10.5 Overhead Sprinkler HEAD 11.2 Open 40.5 0.5 400 0.101 13.1 -3.2 12.8 40 0048 10.5 Node NODE 26.4 -3.2 0049 10.5 Node NODE 26.6 -3.2 0050 10.5 Node NODE 26.6 -3.2 0001 10.5 Node NODE 26.7 -3.2 0002 10.5 Node NODE 27 -3.2 0003 10.5 Node NODE 27 -3.2 0006 10.5 Node NODE 28.1 -3.2 0007 10.5 Node NODE 28.2 -3.2 0009 10.5 Node NODE 28.3 -3.2 0012 10.5 Node NODE 28.4 -3.2 0245 21.83 Node NODE 28.8 -8.2 0034 10.5 Node NODE 31.6 -3.2 0033 10.5 Node NODE 31.6 -3.2 0031 10.5 Node NODE 31.7 -3.2 0030 10.5 Node NODE 31.8 -3.2 0027 10.5 Node NODE 32.3 -3.2 0606 18.4 Node NODE 32.4 -6.7 0029 10.5 Node NODE 32.4 -3.2 0069 10.5 Node NODE 33.4 -3.2 0654 10.5 Node NODE 33.5 -3.2 0071 10.5 Node NODE 33.5 -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 0107 10.5 Node NODE 33.6 -3.2 0075 10.5 Node NODE 33.6 -3.2 0105 10.5 Node NODE 33.6 -3.2 0102 10.5 Node NODE 33.6 -3.2 0101 10.5 Node NODE 33.6 -3.2 0099 10.5 Node NODE 33.6 -3.2 0096 10.5 Node NODE 33.6 -3.2 0076 10.5 Node NODE 33.7 -3.2 0080 10.5 Node NODE 33.8 -3.2 0078 10.5 Node NODE 33.8 -3.2 0620 10.5 Node NODE 34 -3.2 0642 10.5 Node NODE 34.3 -3.2 0619 10.5 Node NODE 34.3 -3.2 0614 10.5 Node NODE 34.5 -3.2 0645 10.5 Node NODE 34.7 -3.2 0649 10.5 Node NODE 35.5 -3.2 0652 10.5 Node NODE 36 -3.2 0655 10.5 Node NODE 36.5 -3.2 0601 10.5 Node NODE 36.8 -3.2 0659 10.5 Node NODE 36.9 -3.2 0596 10.5 Node NODE 37.3 -3.2 0593 10.5 Node NODE 37.8 -3.2 0709 10.5 Node NODE 38.2 -3.2 0590 10.5 Node NODE 38.7 -3.2 0587 10.5 Node NODE 39.8 -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 40.2 -3.2 0583 10.5 Node NODE 40.8 -3.2 1107 10.5 Node NODE 41.4 -3.2 1110 10.5 Node NODE 41.5 -3.2 1112 10.5 Node NODE 41.6 -3.2 1114 10.5 Node NODE 41.9 -3.2 1144 10.5 Node NODE 42.4 -3.2 0576 10.5 Node NODE 42.5 -3.2 1145 10.5 Node NODE 42.7 -3.2 0572 10.5 Node NODE 43.8 -3.2 0367 10.5 Node NODE 44.3 -3.2 0372 28 Node NODE 56.7 -10.8 0378-O 8.46 Node NODE 67.5 -2.4 0378-I 8.14 Node NODE 67.6 -2.2 0379-O 6.11 Node NODE 68.5 -1.3 0379-I 5.79 Node NODE 69 -1.2 SRC 3 Supply SUPPLY -161.1 71.7 0 0382 -5 Node NODE 74.9 3.5 0386 -5 Node NODE 75.1 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: S102 0048 10.5 10.5 11.2 40.1 40.1 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.4696 12.8 0 13.6 Flex-48" 0048 0034 10.5 10.5 -11.1 29 1.25 1.442 94.47 0 94.47 120 0.0548 26.4 0 5.2 0034 0069 10.5 10.5 -9.3 19.7 1.25 1.442 2x(us.45)=2.48 66.32 2.48 68.8 120 0.0267 31.6 0 1.8 0069 0071 10.5 10.5 -4.2 15.5 2 2.157 1x(us.Tee-Br)=12.31 18 12.31 30.31 120 0.0024 33.4 0 0.1 0071 0075 10.5 10.5 13.4 28.9 2 2.157 13.21 0 13.21 120 0.0077 33.5 0 0.1 0075 0076 10.5 10.5 -1.3 27.7 2 2.157 7.7 0 7.7 120 0.0071 33.6 0 0.1 0076 0078 10.5 10.5 1.8 29.5 2 2.157 1x(us.Tee-Br)=12.31 7.93 12.31 20.23 120 0.008 33.7 0 0.2 0078 0620 10.5 10.5 4.4 33.9 2 2.157 1x(us.Tee-Br)=12.31 1x(us.45)=2.46 5.3 14.77 20.07 120 0.0103 33.8 0 0.2 0620 0619 10.5 10.5 20.6 54.4 2 2.157 9.16 0 9.16 120 0.0248 34 0 0.2 0619 0614 10.5 10.5 0.0 54.5 2 2.157 11.42 0 11.42 120 0.0248 34.3 0 0.3 0614 0606 10.5 18.4 -2.7 51.8 2 2.157 5x(us.90)=30.77 25.74 30.77 56.5 120 0.0225 34.5 -3.4 1.3 0606 0601 18.4 10.5 4.9 56.7 2 2.157 3x(us.90)=18.46 16.91 18.46 35.37 120 0.0266 32.4 3.4 0.9 0601 0596 10.5 10.5 8.8 65.5 2 2.157 14.61 0 14.61 120 0.0348 36.8 0 0.5 0596 0593 10.5 10.5 9.2 74.6 2 2.157 12.89 0 12.89 120 0.0444 37.3 0 0.6 0593 0590 10.5 10.5 28.4 103 2 2.157 10.87 0 10.87 120 0.0807 37.8 0 0.9 0590 0587 10.5 10.5 7.7 110.8 2 2.157 11.8 0 11.8 120 0.0922 38.7 0 1.1 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: 0587 0584 10.5 10.5 -14 96.7 2 2.157 5.47 0 5.47 120 0.0718 39.8 0 0.4 0584 0583 10.5 10.5 16.3 113 2 2.157 6.78 0 6.78 120 0.0957 40.2 0 0.6 0583 0576 10.5 10.5 -8.3 104.8 2 2.157 19.75 0 19.75 120 0.0832 40.8 0 1.6 0576 0572 10.5 10.5 8.5 113.3 2 2.157 14.07 0 14.07 120 0.0962 42.5 0 1.4 0572 0367 10.5 10.5 13.7 127 2 2.157 4.06 0 4.06 120 0.1189 43.8 0 0.5 0367 0372 10.5 28 34.1 161.1 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 83.66 24.61 108.27 120 0.1847 44.3 -7.6 20 0372 0378-O 28 8.46 0 161.1 3 3.26 3x(us.90)=28.22 63.07 28.22 91.3 120 0.0247 56.7 8.5 2.3 0378-O 0378-I 8.46 8.14 0 161.1 3 0 0.32 0 0.32 0.0117 67.5 0.1 0 RISER MANIFOLD *** 0378-I 0379-O 8.14 6.11 0 161.1 3 3.26 2.03 0 2.03 120 0.0247 67.6 0.9 0.1 0379-O 0379-I 6.11 5.79 0 161.1 3 0 0.32 0 0.32 0.9757 68.5 0.1 0.3 REL B FLY *** 0379-I 0382 5.79 -5 0 161.1 3 3.26 2x(us.90)=18.82 1x(us.Tee-Br)=20.16 12.57 38.97 51.55 120 0.0247 69 4.7 1.3 0382 0386 -5 -5 0 161.1 6 6.08 3x(us.90)=64.19 108.11 64.19 172.3 150 0.0008 74.9 0 0.1 0386 SRC -5 3 0 161.1 6 6.357 3x(us.90)=52.81 33.58 52.81 86.39 120 0.001 75.1 -3.5 0.1 SRC 71.7 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: S101 0050 10.5 10.5 11.2 40.2 40.2 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.4732 12.9 0 13.7 Flex-48" 0050 0002 10.5 10.5 11.1 51.3 2 2.157 15.64 0 15.64 120 0.0222 26.6 0 0.3 0002 0003 10.5 10.5 12.2 63.5 2 2.157 0.36 0 0.36 120 0.0329 27 0 0.0 0003 0006 10.5 10.5 40.5 104 2 2.157 13.98 0 13.98 120 0.0821 27 0 1.1 0006 0007 10.5 10.5 -29.8 74.2 2 2.157 1.33 0 1.33 120 0.0439 28.1 0 0.1 0007 0009 10.5 10.5 -31.7 42.5 2 2.157 6.11 0 6.11 120 0.0156 28.2 0 0.1 0009 0012 10.5 10.5 -20.4 22.1 2 2.157 1x(us.Tee-Br)=12.31 18 12.31 30.31 120 0.0046 28.3 0 0.1 0012 0027 10.5 10.5 0 22.1 1.25 1.442 1x(us.Tee-Br)=7.43 109.7 7.43 117.13 120 0.033 28.4 0 3.9 0027 0029 10.5 10.5 0 22.1 2 2.157 1x(us.Tee-Br)=12.31 16 12.31 28.31 120 0.0046 32.3 0 0.1 0029 0654 10.5 10.5 71.1 93.2 2 2.157 1x(us.45)=2.46 13.06 2.46 15.52 120 0.0669 32.4 0 1 0654 0642 10.5 10.5 -20.6 72.6 2 2.157 1x(us.Tee-Br)=12.31 6.44 12.31 18.74 120 0.0422 33.5 0 0.8 0642 0645 10.5 10.5 0.0 72.6 2 2.157 9.74 0 9.74 120 0.0422 34.3 0 0.4 0645 0649 10.5 10.5 2.7 75.3 2 2.157 17.84 0 17.84 120 0.0451 34.7 0 0.8 0649 0652 10.5 10.5 -4.9 70.4 2 2.157 13.22 0 13.22 120 0.0398 35.5 0 0.5 0652 0655 10.5 10.5 -8.8 61.6 2 2.157 14.61 0 14.61 120 0.0311 36 0 0.5 0655 0659 10.5 10.5 -9.2 52.4 2 2.157 1x(us.90)=6.15 15.01 6.15 21.17 120 0.0231 36.5 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: 0659 0593 10.5 10.5 -24 28.4 2 2.157 1x(us.Tee-Br)=12.31 108.28 12.31 120.59 120 0.0074 36.9 0 0.9 0593 37.8 3Path No: S104 0001 10.5 10.5 11.2 40.3 40.3 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.4749 13 0 13.8 Flex-48" 0001 0033 10.5 10.5 -12.2 28.1 1.25 1.442 94.47 0 94.47 120 0.0518 26.7 0 4.9 0033 0031 10.5 10.5 -7.3 20.9 2 2.157 14.34 0 14.34 120 0.0042 31.6 0 0.1 0031 0030 10.5 10.5 29.8 50.7 2 2.157 7.44 0 7.44 120 0.0217 31.7 0 0.2 0030 0029 10.5 10.5 20.4 71.1 2 2.157 1x(us.Tee-Br)=12.31 2 12.31 14.31 120 0.0406 31.8 0 0.6 0029 32.4 4Path No: S103 0003 10.5 10.5 11.2 40.5 40.5 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.4794 13.1 0 13.9 Flex-48" 0003 27 5Path No: 0048 0049 10.5 10.5 0 11.1 1.25 1.442 1x(us.Tee-Br)=7.43 15.23 7.43 22.67 120 0.0092 26.4 0 0.2 0049 0050 10.5 10.5 0 11.1 2 2.157 1.36 0 1.36 120 0.0013 26.6 0 0 0050 26.6 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 6Path No: 0034 0033 10.5 10.5 0 9.3 2 2.157 1x(us.Tee-Br)=12.31 17 12.31 29.31 120 0.0009 31.6 0 0.0 0033 0071 10.5 10.5 7.3 16.6 1.25 1.442 2x(us.45)=2.48 94.07 2.48 96.55 120 0.0195 31.6 0 1.9 0071 0105 10.5 10.5 -13.4 3.2 1.25 1.442 1x(us.Tee-Br)=7.43 106.66 7.43 114.09 120 0.0009 33.5 0 0.1 0105 0102 10.5 10.5 4.2 7.3 2 2.157 13.21 0 13.21 120 0.0006 33.6 0 0 0102 0101 10.5 10.5 1.3 8.6 2 2.157 0.83 0 0.83 120 0.0008 33.6 0 0 0101 0099 10.5 10.5 -2.4 6.2 2 2.157 6.87 0 6.87 120 0.0004 33.6 0 0 0099 0096 10.5 10.5 -1.8 4.4 2 2.157 1x(us.Tee-Br)=12.31 17.8 12.31 30.11 120 0.0002 33.6 0 0 0096 0080 10.5 10.5 0 4.4 1.25 1.442 1x(us.Tee-Br)=7.43 106.66 7.43 114.09 120 0.0017 33.6 0 0.2 0080 0078 10.5 10.5 0 4.4 2 2.157 1x(us.Tee-Br)=12.31 9.88 12.31 22.18 120 0.0002 33.8 0 0 0078 33.8 7Path No: 0069 0107 10.5 10.5 0 4.2 1.25 1.442 1x(us.Tee-Br)=7.43 106.66 7.43 114.09 120 0.0015 33.4 0 0.2 0107 0105 10.5 10.5 0 4.2 2 2.157 18 0 18 120 0.0002 33.6 0 0 0105 33.6 8Path No: 0075 0102 10.5 10.5 0 1.3 1.5 1.68 2x(us.Tee-Br)=19.68 106.66 19.68 126.34 120 0.0001 33.6 0 0.0 0102 33.6 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 9Path No: 0614 0645 10.5 10.5 0 2.7 1.25 1.442 2x(us.Tee-Br)=14.86 6x(us.90)=22.3 149.41 37.16 186.57 120 0.0007 34.5 0 0.1 0645 34.7 10Path No: 0587 1107 10.5 10.5 0 14 1.25 1.442 2x(us.Tee-Br)=14.86 98.89 14.86 113.75 120 0.0143 39.8 0 1.6 1107 1110 10.5 10.5 0 14 2 2.157 12.25 0 12.25 120 0.002 41.4 0 0.0 1110 1112 10.5 10.5 8.3 22.3 2 2.157 1x(us.Tee-Br)=12.31 19.75 12.31 32.06 120 0.0047 41.5 0 0.2 1112 1114 10.5 10.5 0 22.3 1.25 1.442 9.94 0 9.94 120 0.0337 41.6 0 0.3 1114 1144 10.5 10.5 -8.5 13.7 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.90)=3.72 19.6 11.15 30.75 120 0.0138 41.9 0 0.4 1144 1145 10.5 10.5 0 13.7 1 1.049 4.5 0 4.5 120 0.0648 42.4 0 0.3 1145 0572 10.5 10.5 0 13.7 1.25 1.442 1x(us.Tee-Br)=7.43 78.92 7.43 86.35 120 0.0138 42.7 0 1.2 0572 43.8 11Path No: 0583 1110 10.5 10.5 0 8.3 1.25 1.442 2x(us.Tee-Br)=14.86 98.89 14.86 113.75 120 0.0053 40.8 0 0.6 1110 41.5 12Path No: 0006 0031 10.5 10.5 0 29.8 1.5 1.68 2x(us.Tee-Br)=19.68 109.7 19.68 129.39 120 0.0274 28.1 0 3.5 0031 31.7 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 13Path No: 0007 0245 10.5 21.83 0 31.7 1.5 1.68 3x(us.Tee-Br)=29.53 1x(us.45)=2.46 1x(us.90)=4.92 141.79 36.91 178.7 120 0.0307 28.2 -4.9 5.5 0245 0367 21.83 10.5 2.4 34.1 1.5 1.68 2x(us.Tee-Br)=19.68 4x(us.90)=19.68 263.55 39.37 302.92 120 0.0351 28.8 4.9 10.6 0367 44.3 14Path No: 0009 0030 10.5 10.5 0 20.4 1.25 1.442 2x(us.Tee-Br)=14.86 109.7 14.86 124.56 120 0.0286 28.3 0 3.6 0030 31.8 15Path No: 0654 0620 10.5 10.5 0 20.6 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 113.79 24.61 138.41 120 0.0041 33.5 0 0.6 0620 34 16Path No: 0642 0619 10.5 10.5 0 0.0 1.25 1.442 2x(us.Tee-Br)=14.86 4x(us.90)=14.86 140.57 29.73 170.3 120 0 34.3 0 0 0619 34.3 17Path No: 0649 0606 10.5 18.4 0 4.9 1.25 1.442 2x(us.Tee-Br)=14.86 5x(us.90)=18.58 133.76 33.44 167.2 120 0.002 35.5 -3.4 0.3 0606 32.4 18Path No: 0652 0601 10.5 10.5 0 8.8 1.25 1.442 2x(us.Tee-Br)=14.86 110.4 14.86 125.27 120 0.006 36 0 0.8 0601 36.8 19Path No: 0655 0596 10.5 10.5 0 9.2 1.25 1.442 2x(us.Tee-Br)=14.86 110.4 14.86 125.27 120 0.0065 36.5 0 0.8 0596 37.3 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 20Path No: 0659 0709 10.5 10.5 0 24 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.45)=1.24 23.49 8.67 32.16 120 0.0386 36.9 0 1.2 0709 0584 10.5 10.5 -7.7 16.3 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.45)=1.24 98.27 8.67 106.94 120 0.0188 38.2 0 2 0584 40.2 21Path No: 0001 0002 10.5 10.5 0 12.2 1.25 1.442 1x(us.Tee-Br)=7.43 15.23 7.43 22.67 120 0.011 26.7 0 0.2 0002 27 22Path No: 0101 0245 10.5 21.83 0 2.4 1.5 1.68 3x(us.Tee-Br)=29.53 1x(us.45)=2.46 1x(us.90)=4.92 218.44 36.91 255.35 120 0.0003 33.6 -4.9 0.1 0245 28.8 23Path No: 0099 0076 10.5 10.5 0 1.8 1.25 1.442 2x(us.Tee-Br)=14.86 106.66 14.86 121.52 120 0.0003 33.6 0 0.0 0076 33.7 24Path No: 1114 0576 10.5 10.5 0 8.5 1.25 1.442 1x(us.Tee-Br)=7.43 88.95 7.43 96.38 120 0.0057 41.9 0 0.5 0576 42.5 25Path No: 0709 0590 10.5 10.5 0 7.7 1.25 1.442 2x(us.Tee-Br)=14.86 1x(us.45)=1.24 96.62 16.1 112.72 120 0.0047 38.2 0 0.5 0590 38.7 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 15.04 ft/s occurs in the following pipe(s): (0003-S103) 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: 1; 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: 1; 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 0.3 psi @ 161.1 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: 1; Valve Ref.: 1621 (RISER MANIFOLD, Size = 3); Inlet Node: 0378-I; Outlet Node: 0378-O Flow, gpm100250400 600800Pressure, psi0 psi @ 161.1 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