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HomeMy WebLinkAboutCALC AREA 2 - 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) 2 LIGHT 2000 304.2 Required 97.2 0.1 40.1 5 100 712.8Demand (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) 2 CORRIDOR LIGHT 0.1 2000 400 5 0 100 304.2 97.2 Wet 700 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 12/1/22 ON SITE SRC AREA MODIFIED PER NFPA 13 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 : 2 (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 : 2 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : 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 62 750 104.2 304.2 97.2 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) 204.2 0 0 204.2 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 97.2 204.2 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 : 2 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 104.2 psi @ 304.2 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 : 2 Pressure (psi)Label Graph Labels Flow (gpm) Values Description 0S1 114Supply point #1 - Static 750S2 62Supply point #2 - Residual 0D1 3.3Elevation Pressure 204.2D2 97.2System Demand 304.2D3 97.2System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 217.3Supply108.7 7 304.2 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 S201 11.2 0.1 40 12.8 0.105 14.142.1400Overhead Sprinkler S202 11.2 0.1 40 12.8 0.101 1340.4400Overhead Sprinkler S203 11.2 0.1 40 12.8 0.1 12.840.1400Overhead Sprinkler S204 11.2 0.1 40 12.8 0.1 12.940.2400Overhead Sprinkler S205 11.2 0.1 40 12.8 0.104 13.741.5400Overhead 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 S203 10.5 Overhead Sprinkler HEAD 11.2 Open 40.1 0.1 400 0.1 12.8 -3.2 12.8 40 S204 10.5 Overhead Sprinkler HEAD 11.2 Open 40.2 0.2 400 0.1 12.9 -3.2 12.8 40 S202 10.5 Overhead Sprinkler HEAD 11.2 Open 40.4 0.4 400 0.101 13 -3.2 12.8 40 S205 10.5 Overhead Sprinkler HEAD 11.2 Open 41.5 1.5 400 0.104 13.7 -3.2 12.8 40 S201 10.5 Overhead Sprinkler HEAD 11.2 Open 42.1 2.1 400 0.105 14.1 -3.2 12.8 40 1462 10.5 Node NODE 26.4 -3.2 1459 10.5 Node NODE 26.6 -3.2 1466 10.5 Node NODE 26.8 -3.2 1455 10.5 Node NODE 28.2 -3.2 1469 10.5 Node NODE 29 -3.2 0006 10.5 Node NODE 33.9 -3.2 0007 10.5 Node NODE 34 -3.2 0009 10.5 Node NODE 34.1 -3.2 0002 10.5 Node NODE 34.1 -3.2 0049 10.5 Node NODE 34.2 -3.2 0012 10.5 Node NODE 34.2 -3.2 0245 21.83 Node NODE 35.6 -8.2 0031 10.5 Node NODE 36.5 -3.2 0033 10.5 Node NODE 36.5 -3.2 0034 10.5 Node NODE 36.5 -3.2 0030 10.5 Node NODE 36.8 -3.2 0027 10.5 Node NODE 37.8 -3.2 0029 10.5 Node NODE 37.9 -3.2 0654 10.5 Node NODE 39.6 -3.2 0069 10.5 Node NODE 39.6 -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 0071 10.5 Node NODE 39.8 -3.2 0606 18.4 Node NODE 39.9 -6.7 0075 10.5 Node NODE 39.9 -3.2 0107 10.5 Node NODE 40 -3.2 0105 10.5 Node NODE 40 -3.2 0102 10.5 Node NODE 40 -3.2 0101 10.5 Node NODE 40 -3.2 0099 10.5 Node NODE 40 -3.2 0096 10.5 Node NODE 40 -3.2 0076 10.5 Node NODE 40 -3.2 0080 10.5 Node NODE 40.2 -3.2 0078 10.5 Node NODE 40.2 -3.2 0620 10.5 Node NODE 40.5 -3.2 0642 10.5 Node NODE 40.9 -3.2 0619 10.5 Node NODE 40.9 -3.2 0614 10.5 Node NODE 41.3 -3.2 0645 10.5 Node NODE 41.5 -3.2 0649 10.5 Node NODE 42.8 -3.2 0652 10.5 Node NODE 43.6 -3.2 0655 10.5 Node NODE 44.3 -3.2 0601 10.5 Node NODE 44.8 -3.2 0659 10.5 Node NODE 45.1 -3.2 0596 10.5 Node NODE 45.6 -3.2 0593 10.5 Node NODE 46.5 -3.2 0709 10.5 Node NODE 47 -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 0590 10.5 Node NODE 47.8 -3.2 0587 10.5 Node NODE 49.5 -3.2 0584 10.5 Node NODE 50.1 -3.2 0583 10.5 Node NODE 51.2 -3.2 1107 10.5 Node NODE 52.1 -3.2 1110 10.5 Node NODE 52.1 -3.2 1112 10.5 Node NODE 52.3 -3.2 1114 10.5 Node NODE 52.9 -3.2 1144 10.5 Node NODE 53.5 -3.2 0576 10.5 Node NODE 53.7 -3.2 1145 10.5 Node NODE 54 -3.2 0572 10.5 Node NODE 55.8 -3.2 0367 10.5 Node NODE 56.6 -3.2 0372 28 Node NODE 80 -10.8 0378-O 8.46 Node NODE 92 -2.4 0378-I 8.14 Node NODE 92.1 -2.2 0379-O 6.11 Node NODE 93.1 -1.3 0379-I 5.79 Node NODE 93.7 -1.2 SRC 3 Supply SUPPLY -204.2 97.2 0 0382 -5 Node NODE 100.4 3.5 0386 -5 Node NODE 100.6 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: S203 1462 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" 1462 1466 10.5 10.5 -14.4 25.7 1.5 1.68 20 0 20 120 0.0208 26.4 0 0.4 1466 1469 10.5 10.5 40.4 66.1 1.5 1.68 18 0 18 120 0.1197 26.8 0 2.2 1469 0006 10.5 10.5 42.1 108.1 1.5 1.68 1x(us.Tee-Br)=9.84 6.8 9.84 16.64 120 0.298 29 0 5 0006 0007 10.5 10.5 -34.3 73.8 2 2.157 1.33 0 1.33 120 0.0435 33.9 0 0.1 0007 0009 10.5 10.5 -34.9 38.9 2 2.157 6.11 0 6.11 120 0.0133 34 0 0.1 0009 0012 10.5 10.5 -17.8 21.2 2 2.157 1x(us.Tee-Br)=12.31 18 12.31 30.31 120 0.0043 34.1 0 0.1 0012 0027 10.5 10.5 0 21.2 1.25 1.442 1x(us.Tee-Br)=7.43 109.7 7.43 117.13 120 0.0306 34.2 0 3.6 0027 0029 10.5 10.5 0 21.2 2 2.157 1x(us.Tee-Br)=12.31 16 12.31 28.31 120 0.0043 37.8 0 0.1 0029 0654 10.5 10.5 99.5 120.7 2 2.157 1x(us.45)=2.46 13.06 2.46 15.52 120 0.1081 37.9 0 1.7 0654 0642 10.5 10.5 -27.1 93.6 2 2.157 1x(us.Tee-Br)=12.31 6.44 12.31 18.74 120 0.0675 39.6 0 1.3 0642 0645 10.5 10.5 -1 92.6 2 2.157 9.74 0 9.74 120 0.0661 40.9 0 0.6 0645 0649 10.5 10.5 3.3 95.9 2 2.157 17.84 0 17.84 120 0.0706 41.5 0 1.3 0649 0652 10.5 10.5 -6.3 89.6 2 2.157 13.22 0 13.22 120 0.0623 42.8 0 0.8 0652 0655 10.5 10.5 -11.2 78.4 2 2.157 14.61 0 14.61 120 0.0486 43.6 0 0.7 0655 0659 10.5 10.5 -11.7 66.7 2 2.157 1x(us.90)=6.15 15.01 6.15 21.17 120 0.0361 44.3 0 0.8 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: 0659 0593 10.5 10.5 -30.5 36.2 2 2.157 1x(us.Tee-Br)=12.31 108.28 12.31 120.59 120 0.0116 45.1 0 1.4 0593 0590 10.5 10.5 94.9 131.1 2 2.157 10.87 0 10.87 120 0.126 46.5 0 1.4 0590 0587 10.5 10.5 9.8 140.9 2 2.157 11.8 0 11.8 120 0.1441 47.8 0 1.7 0587 0584 10.5 10.5 -17.9 123.1 2 2.157 5.47 0 5.47 120 0.1121 49.5 0 0.6 0584 0583 10.5 10.5 20.7 143.8 2 2.157 6.78 0 6.78 120 0.1495 50.1 0 1 0583 0576 10.5 10.5 -10.5 133.3 2 2.157 19.75 0 19.75 120 0.1299 51.2 0 2.6 0576 0572 10.5 10.5 10.9 144.1 2 2.157 14.07 0 14.07 120 0.1502 53.7 0 2.1 0572 0367 10.5 10.5 17.5 161.6 2 2.157 4.06 0 4.06 120 0.1857 55.8 0 0.8 0367 0372 10.5 28 42.5 204.2 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 83.66 24.61 108.27 120 0.2863 56.6 -7.6 31 0372 0378-O 28 8.46 0 204.2 3 3.26 3x(us.90)=28.22 63.07 28.22 91.3 120 0.0383 80 8.5 3.5 0378-O 0378-I 8.46 8.14 0 204.2 3 0 0.32 0 0.32 0.0223 92 0.1 0 RISER MANIFOLD *** 0378-I 0379-O 8.14 6.11 0 204.2 3 3.26 2.03 0 2.03 120 0.0383 92.1 0.9 0.1 0379-O 0379-I 6.11 5.79 0 204.2 3 0 0.32 0 0.32 1.566 93.1 0.1 0.5 REL B FLY *** 0379-I 0382 5.79 -5 0 204.2 3 3.26 2x(us.90)=18.82 1x(us.Tee-Br)=20.16 12.57 38.97 51.55 120 0.0383 93.7 4.7 2 0382 0386 -5 -5 0 204.2 6 6.08 3x(us.90)=64.19 108.11 64.19 172.3 150 0.0012 100.4 0 0.2 0386 SRC -5 3 0 204.2 6 6.357 3x(us.90)=52.81 33.58 52.81 86.39 120 0.0015 100.6 -3.5 0.1 SRC 97.2 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 2Path No: S204 1459 10.5 10.5 11.2 40.2 40.2 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.4721 12.9 0 13.7 Flex-48" 1459 1455 10.5 10.5 14.4 54.6 1.5 1.68 20 0 20 120 0.0839 26.6 0 1.7 1455 0031 10.5 10.5 41.5 96 1.5 1.68 1x(us.Tee-Br)=9.84 24.47 9.84 34.31 120 0.2392 28.2 0 8.2 0031 0030 10.5 10.5 -14.3 81.7 2 2.157 7.44 0 7.44 120 0.0525 36.5 0 0.4 0030 0029 10.5 10.5 17.8 99.5 2 2.157 1x(us.Tee-Br)=12.31 2 12.31 14.31 120 0.0756 36.8 0 1.1 0029 37.9 3Path No: S202 1466 10.5 10.5 11.2 40.4 40.4 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.4767 13 0 13.8 Flex-48" 1466 26.8 4Path No: S205 1455 10.5 10.5 11.2 41.5 41.5 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.5008 13.7 0 14.5 Flex-48" 1455 28.2 5Path No: S201 1469 10.5 10.5 11.2 42.1 42.1 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.5135 14.1 0 14.9 Flex-48" 1469 29 6Path No: 1462 1459 10.5 10.5 0 14.4 1.5 1.68 20.44 0 20.44 120 0.0071 26.4 0 0.1 1459 26.6 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 7Path No: 0006 0002 10.5 10.5 0 34.3 2 2.157 14.34 0 14.34 120 0.0105 33.9 0 0.2 0002 0049 10.5 10.5 -17 17.3 2 2.157 1x(us.Tee-Br)=12.31 17 12.31 29.31 120 0.003 34.1 0 0.1 0049 0034 10.5 10.5 0 17.3 1.25 1.442 109.7 0 109.7 120 0.0211 34.2 0 2.3 0034 0069 10.5 10.5 8.9 26.2 1.25 1.442 2x(us.45)=2.48 66.32 2.48 68.8 120 0.0456 36.5 0 3.1 0069 0071 10.5 10.5 -5.9 20.4 2 2.157 1x(us.Tee-Br)=12.31 18 12.31 30.31 120 0.004 39.6 0 0.1 0071 0075 10.5 10.5 17.7 38.1 2 2.157 13.21 0 13.21 120 0.0128 39.8 0 0.2 0075 0076 10.5 10.5 -3.3 34.8 2 2.157 7.7 0 7.7 120 0.0108 39.9 0 0.1 0076 0078 10.5 10.5 1.2 36 2 2.157 1x(us.Tee-Br)=12.31 7.93 12.31 20.23 120 0.0115 40 0 0.2 0078 0620 10.5 10.5 5 41 2 2.157 1x(us.Tee-Br)=12.31 1x(us.45)=2.46 5.3 14.77 20.07 120 0.0146 40.2 0 0.3 0620 0619 10.5 10.5 27.1 68.1 2 2.157 9.16 0 9.16 120 0.0374 40.5 0 0.3 0619 0614 10.5 10.5 1 69.1 2 2.157 11.42 0 11.42 120 0.0385 40.9 0 0.4 0614 0606 10.5 18.4 -3.3 65.8 2 2.157 5x(us.90)=30.77 25.74 30.77 56.5 120 0.0351 41.3 -3.4 2 0606 0601 18.4 10.5 6.3 72 2 2.157 3x(us.90)=18.46 16.91 18.46 35.37 120 0.0416 39.9 3.4 1.5 0601 0596 10.5 10.5 11.2 83.3 2 2.157 14.61 0 14.61 120 0.0544 44.8 0 0.8 0596 0593 10.5 10.5 11.7 94.9 2 2.157 12.89 0 12.89 120 0.0693 45.6 0 0.9 0593 46.5 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 8Path No: 0007 0245 10.5 21.83 0 34.9 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 0.0367 34 -4.9 6.6 0245 0367 21.83 10.5 7.7 42.5 1.5 1.68 2x(us.Tee-Br)=19.68 4x(us.90)=19.68 263.55 39.37 302.92 120 0.053 35.6 4.9 16 0367 56.6 9Path No: 0009 0030 10.5 10.5 0 17.8 1.25 1.442 2x(us.Tee-Br)=14.86 109.7 14.86 124.56 120 0.0221 34.1 0 2.8 0030 36.8 10Path No: 0654 0620 10.5 10.5 0 27.1 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 113.79 24.61 138.41 120 0.0068 39.6 0 0.9 0620 40.5 11Path No: 0642 0619 10.5 10.5 0 1 1.25 1.442 2x(us.Tee-Br)=14.86 4x(us.90)=14.86 140.57 29.73 170.3 120 0.0001 40.9 0 0.0 0619 40.9 12Path No: 0649 0606 10.5 18.4 0 6.3 1.25 1.442 2x(us.Tee-Br)=14.86 5x(us.90)=18.58 133.76 33.44 167.2 120 0.0032 42.8 -3.4 0.5 0606 39.9 13Path No: 0652 0601 10.5 10.5 0 11.2 1.25 1.442 2x(us.Tee-Br)=14.86 110.4 14.86 125.27 120 0.0095 43.6 0 1.2 0601 44.8 14Path No: 0655 0596 10.5 10.5 0 11.7 1.25 1.442 2x(us.Tee-Br)=14.86 110.4 14.86 125.27 120 0.0101 44.3 0 1.3 0596 45.6 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 15Path No: 0659 0709 10.5 10.5 0 30.5 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.45)=1.24 23.49 8.67 32.16 120 0.0603 45.1 0 1.9 0709 0584 10.5 10.5 -9.8 20.7 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.45)=1.24 98.27 8.67 106.94 120 0.0294 47 0 3.1 0584 50.1 16Path No: 0587 1107 10.5 10.5 0 17.9 1.25 1.442 2x(us.Tee-Br)=14.86 98.89 14.86 113.75 120 0.0223 49.5 0 2.5 1107 1110 10.5 10.5 0 17.9 2 2.157 12.25 0 12.25 120 0.0031 52.1 0 0.0 1110 1112 10.5 10.5 10.5 28.4 2 2.157 1x(us.Tee-Br)=12.31 19.75 12.31 32.06 120 0.0074 52.1 0 0.2 1112 1114 10.5 10.5 0 28.4 1.25 1.442 9.94 0 9.94 120 0.0526 52.3 0 0.5 1114 1144 10.5 10.5 -10.9 17.5 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.90)=3.72 19.6 11.15 30.75 120 0.0215 52.9 0 0.7 1144 1145 10.5 10.5 0 17.5 1 1.049 4.5 0 4.5 120 0.1012 53.5 0 0.5 1145 0572 10.5 10.5 0 17.5 1.25 1.442 1x(us.Tee-Br)=7.43 78.92 7.43 86.35 120 0.0215 54 0 1.9 0572 55.8 17Path No: 0583 1110 10.5 10.5 0 10.5 1.25 1.442 2x(us.Tee-Br)=14.86 98.89 14.86 113.75 120 0.0084 51.2 0 0.9 1110 52.1 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 18Path No: 0031 0033 10.5 10.5 0 14.3 2 2.157 14.34 0 14.34 120 0.0021 36.5 0 0.0 0033 0071 10.5 10.5 8.1 22.4 1.25 1.442 2x(us.45)=2.48 94.07 2.48 96.55 120 0.034 36.5 0 3.3 0071 0105 10.5 10.5 -17.7 4.7 1.25 1.442 1x(us.Tee-Br)=7.43 106.66 7.43 114.09 120 0.0019 39.8 0 0.2 0105 0102 10.5 10.5 5.9 10.6 2 2.157 13.21 0 13.21 120 0.0012 40 0 0.0 0102 0101 10.5 10.5 3.3 13.9 2 2.157 0.83 0 0.83 120 0.002 40 0 0 0101 0245 10.5 21.83 -6.2 7.7 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 0.0022 40 -4.9 0.6 0245 35.6 19Path No: 0002 0033 10.5 10.5 0 17 1.25 1.442 1x(us.Tee-Br)=7.43 109.7 7.43 117.13 120 0.0203 34.1 0 2.4 0033 0034 10.5 10.5 -8.1 8.9 2 2.157 1x(us.Tee-Br)=12.31 17 12.31 29.31 120 0.0009 36.5 0 0.0 0034 36.5 20Path No: 0069 0107 10.5 10.5 0 5.9 1.25 1.442 1x(us.Tee-Br)=7.43 106.66 7.43 114.09 120 0.0029 39.6 0 0.3 0107 0105 10.5 10.5 0 5.9 2 2.157 18 0 18 120 0.0004 40 0 0 0105 40 21Path No: 0075 0102 10.5 10.5 0 3.3 1.5 1.68 2x(us.Tee-Br)=19.68 106.66 19.68 126.34 120 0.0005 39.9 0 0.1 0102 40 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: 0614 0645 10.5 10.5 0 3.3 1.25 1.442 2x(us.Tee-Br)=14.86 6x(us.90)=22.3 149.41 37.16 186.57 120 0.001 41.3 0 0.2 0645 41.5 23Path No: 0709 0590 10.5 10.5 0 9.8 1.25 1.442 2x(us.Tee-Br)=14.86 1x(us.45)=1.24 96.62 16.1 112.72 120 0.0074 47 0 0.8 0590 47.8 24Path No: 1114 0576 10.5 10.5 0 10.9 1.25 1.442 1x(us.Tee-Br)=7.43 88.95 7.43 96.38 120 0.0089 52.9 0 0.9 0576 53.7 25Path No: 0101 0099 10.5 10.5 0 6.2 2 2.157 6.87 0 6.87 120 0.0004 40 0 0 0099 0096 10.5 10.5 -1.2 5 2 2.157 1x(us.Tee-Br)=12.31 17.8 12.31 30.11 120 0.0003 40 0 0 0096 0080 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 40 0 0.2 0080 0078 10.5 10.5 0 5 2 2.157 1x(us.Tee-Br)=12.31 9.88 12.31 22.18 120 0.0003 40.2 0 0 0078 40.2 26Path No: 0099 0076 10.5 10.5 0 1.2 1.25 1.442 2x(us.Tee-Br)=14.86 106.66 14.86 121.52 120 0.0002 40 0 0.0 0076 40 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 17.93 ft/s occurs in the following pipe(s): (0372-0367) 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: 2; 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: 2; 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 0.5 psi @ 204.2 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: 2; Valve Ref.: 1621 (RISER MANIFOLD, Size = 3); Inlet Node: 0378-I; Outlet Node: 0378-O Flow, gpm100250400 600800Pressure, psi0 psi @ 204.2 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