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HomeMy WebLinkAboutCALC AREA 6 - 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) 6 OG1 1041 657.7 Required 70.6 0.15 39 10 250 2.612.1Demand (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) 6 KITCHEN OG1 0.15 1041 260 10 0 250 657.7 70.6 Wet 297.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 12/1/22 ON SITE SRC AREA MODIIFED 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 : 6 (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 : 6 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 73.2 657.7 70.6 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 250 250 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 407.7 0 0 407.7 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 70.6 407.7 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 : 6 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 73.2 psi @ 657.7 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 : 6 Pressure (psi)Label Graph Labels Flow (gpm) Values Description 0S1 114Supply point #1 - Static 750S2 62Supply point #2 - Residual 0D1 3.3Elevation Pressure 407.7D2 70.6System Demand 657.7D3 70.6System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 472.8Supply91.9 2.6 657.7 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 S601 11.2 0.15 39 12.1 0.161 1441.9260Overhead Sprinkler S602 11.2 0.15 39 12.1 0.159 13.741.4260Overhead Sprinkler S603 11.2 0.15 39 12.1 0.159 13.741.4260Overhead Sprinkler S604 11.2 0.15 39 12.1 0.161 13.941.8260Overhead Sprinkler S605 11.2 0.15 39 12.1 0.157 13.340.8260Overhead Sprinkler S606 11.2 0.15 39 12.1 0.153 12.639.7260Overhead Sprinkler S607 11.2 0.15 39 12.1 0.156 13.240.6260Overhead Sprinkler S608 11.2 0.15 39 12.1 0.154 12.740260Overhead Sprinkler S609 11.2 0.15 39 12.1 0.15 12.139260Overhead Sprinkler S610 11.2 0.15 39 12.1 0.158 13.541.2260Overhead 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 S609 10.5 Overhead Sprinkler HEAD 11.2 Open 39 0 260 0.15 12.1 -3.2 12.1 39 S606 10.5 Overhead Sprinkler HEAD 11.2 Open 39.7 0.7 260 0.153 12.6 -3.2 12.1 39 S608 10.5 Overhead Sprinkler HEAD 11.2 Open 40 1 260 0.154 12.7 -3.2 12.1 39 S607 10.5 Overhead Sprinkler HEAD 11.2 Open 40.6 1.6 260 0.156 13.2 -3.2 12.1 39 S605 10.5 Overhead Sprinkler HEAD 11.2 Open 40.8 1.8 260 0.157 13.3 -3.2 12.1 39 S610 10.5 Overhead Sprinkler HEAD 11.2 Open 41.2 2.2 260 0.158 13.5 -3.2 12.1 39 S603 10.5 Overhead Sprinkler HEAD 11.2 Open 41.4 2.4 260 0.159 13.7 -3.2 12.1 39 S602 10.5 Overhead Sprinkler HEAD 11.2 Open 41.4 2.4 260 0.159 13.7 -3.2 12.1 39 S604 10.5 Overhead Sprinkler HEAD 11.2 Open 41.8 2.8 260 0.161 13.9 -3.2 12.1 39 S601 10.5 Overhead Sprinkler HEAD 11.2 Open 41.9 2.9 260 0.161 14 -3.2 12.1 39 1535 10.5 Node NODE 25.9 -3.2 0005 19 Node NODE 26.6 -6.9 0057 19 Node NODE 27 -6.9 1534 10.5 Node NODE 27.3 -3.2 0085 10.5 Node NODE 28.2 -3.2 0087 10.5 Node NODE 28.2 -3.2 0056 19 Node NODE 28.3 -6.9 0084 10.5 Node NODE 28.7 -3.2 0088 10.5 Node NODE 28.7 -3.2 0011 10.5 Node NODE 30.4 -3.2 0015 10.5 Node NODE 30.4 -3.2 0070 19 Node NODE 30.6 -6.9 0016 10.5 Node NODE 30.8 -3.2 0017 10.5 Node NODE 30.8 -3.2 0067 19 Node NODE 31.4 -6.9 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 0019 10.5 Node NODE 32.3 -3.2 0045 19 Node NODE 45.2 -6.9 0044 19 Node NODE 45.4 -6.9 0041 10.5 Node NODE 52.6 -3.2 0091 10.5 Node NODE 56.5 -3.2 0389-O 8.47 Node NODE 59.5 -2.4 0389-I 8.09 Node NODE 59.8 -2.2 0388-O 6.15 Node NODE 62.6 -1.4 0388-I 5.77 Node NODE 64.7 -1.2 0381 5 Node NODE 65.9 -0.9 SRC 3 Supply SUPPLY -407.7 70.6 0 0382 -5 Node NODE 72.9 3.5 0386 -5 Node NODE 73.6 3.5 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 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: S609 0057 10.5 19 11.2 39 39 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 1x(coupling)=1 33.53 8 41.53 120 0.4467 12.1 -3.7 18.5 Flex-48" 0057 0056 19 19 32.3 71.3 1.5 1.68 9.84 0 9.84 120 0.1378 27 0 1.4 0056 0045 19 19 41.2 112.5 1.5 1.68 1x(us.Tee-Br)=9.84 42.71 9.84 52.55 120 0.3205 28.3 0 16.8 0045 0044 19 19 0 112.5 3 3.26 14 0 14 120 0.0127 45.2 0 0.2 0044 0041 19 10.5 206.1 318.6 3 3.26 2x(us.90)=18.82 21.37 18.82 40.19 120 0.0873 45.4 3.7 3.5 0041 0091 10.5 10.5 89.1 407.7 3 3.26 1x(us.Tee-Br)=20.16 8.67 20.16 28.83 120 0.1379 52.6 0 4 0091 0389-O 10.5 8.47 0 407.7 2 2.157 2.03 0 2.03 120 1.0306 56.5 0.9 2.1 0389-O 0389-I 8.47 8.09 0 407.7 2.5 0 0.38 0 0.38 0.2778 59.5 0.2 0.1 RISER MANIFOLD *** 0389-I 0388-O 8.09 6.15 0 407.7 2 2.157 1.95 0 1.95 120 1.0306 59.8 0.8 2 0388-O 0388-I 6.15 5.77 0 407.7 2.5 0 0.38 0 0.38 5.1716 62.6 0.2 2 REL B FLY Ref: 1620 ** *** 0388-I 0381 5.77 5 0 407.7 2 2.157 0.77 0 0.77 120 1.0306 64.7 0.3 0.8 0381 0382 5 -5 0 407.7 3 3.26 1x(us.90)=9.41 10 9.41 19.41 120 0.1379 65.9 4.3 2.7 0382 0386 -5 -5 0 407.7 6 6.08 3x(us.90)=64.19 108.11 64.19 172.3 150 0.0044 72.9 0 0.8 0386 SRC -5 3 0 407.7 6 6.357 3x(us.90)=52.81 33.58 52.81 86.39 120 0.0053 73.6 -3.5 0.5 SRC 70.6 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 2Path No: S606 1535 10.5 10.5 11.2 39.7 39.7 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.4615 12.6 0 13.4 Flex-48" 1535 1534 10.5 10.5 0 39.7 1.25 1.442 14 0 14 120 0.098 25.9 0 1.4 1534 0015 10.5 10.5 40.8 80.5 1.25 1.442 1x(us.Tee-Br)=7.43 1 7.43 8.43 120 0.3627 27.3 0 3.1 0015 0016 10.5 10.5 7.7 88.1 2 2.157 7.89 0 7.89 120 0.0604 30.4 0 0.5 0016 0070 10.5 19 -3 85.2 2 2.157 1x(us.Tee-Br)=12.31 1x(us.90)=6.15 41.34 18.46 59.8 120 0.0567 30.8 -3.7 3.4 0070 0067 19 19 40.6 125.8 2 2.157 7 0 7 120 0.1167 30.6 0 0.8 0067 0044 19 19 80.4 206.1 2 2.157 1x(us.Tee-Br)=12.31 35.71 12.31 48.02 120 0.2914 31.4 0 14 0044 45.4 3Path No: S608 0005 10.5 19 11.2 40 40 1 1.049 1x(us.Tee-Br)=5 1x(coupling)=1 31.5 6 37.5 120 0.4678 12.7 -3.7 17.5 Flex-48" 0005 0057 19 19 -7.7 32.3 1.5 1.68 12 0 12 120 0.0318 26.6 0 0.4 0057 27 4Path No: S607 0070 10.5 19 11.2 40.6 40.6 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 1x(coupling)=1 35.79 8 43.79 120 0.4815 13.2 -3.7 21.1 Flex-48" 0070 30.6 5Path No: S605 1534 10.5 10.5 11.2 40.8 40.8 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.4849 13.3 0 14.1 Flex-48" 1534 27.3 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 6Path No: S610 0056 10.5 19 11.2 41.2 41.2 1 1.049 1x(us.Tee-Br)=5 1x(coupling)=1 31.5 6 37.5 120 0.4938 13.5 -3.7 18.5 Flex-48" 0056 28.3 7Path No: S603 0085 10.5 10.5 11.2 41.4 41.4 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.4993 13.7 0 14.5 Flex-48" 0085 0084 10.5 10.5 -2.9 38.5 1.5 1.68 12 0 12 120 0.0441 28.2 0 0.5 0084 0067 10.5 19 41.8 80.4 1.5 1.68 1x(us.Tee-Br)=9.84 2x(us.90)=9.84 17.4 19.68 37.08 120 0.1719 28.7 -3.7 6.4 0067 31.4 8Path No: S602 0087 10.5 10.5 11.2 41.4 41.4 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.4993 13.7 0 14.5 Flex-48" 0087 0088 10.5 10.5 2.9 44.3 1.5 1.68 10 0 10 120 0.0571 28.2 0 0.6 0088 0017 10.5 10.5 41.9 86.2 1.5 1.68 1x(us.Tee-Br)=9.84 1 9.84 10.84 120 0.1956 28.7 0 2.1 0017 0019 10.5 10.5 3 89.1 2 2.157 1x(us.Tee-Br)=12.31 10.9 12.31 23.21 120 0.0617 30.8 0 1.4 0019 0041 10.5 10.5 0 89.1 1.5 1.68 1x(us.Tee-Br)=9.84 2x(us.90)=9.84 77.66 19.68 97.35 120 0.2083 32.3 0 20.3 0041 52.6 9Path No: S604 0084 10.5 10.5 11.2 41.8 41.8 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.5083 13.9 0 14.7 Flex-48" 0084 28.7 10Path No: S601 0088 10.5 10.5 11.2 41.9 41.9 1 1.049 1x(us.Tee-Br)=5 24 5 29 120 0.5091 14 0 14.8 Flex-48" 0088 28.7 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 11Path No: 0016 0017 10.5 10.5 0 3 2 2.157 4.09 0 4.09 120 0.0001 30.8 0 0 0017 30.8 12Path No: 0005 0011 19 10.5 0 7.7 1.5 1.68 1x(us.Tee-Br)=9.84 1x(us.90)=4.92 19.5 14.76 34.26 120 0.0022 26.6 3.7 0.1 0011 0015 10.5 10.5 0 7.7 2 2.157 6.11 0 6.11 120 0.0007 30.4 0 0 0015 30.4 13Path No: 0085 0087 10.5 10.5 0 2.9 1.5 1.68 12 0 12 120 0.0004 28.2 0 0 0087 28.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. ** Flow rate through device "%s" exceeds the maximum flow value assigned in the device curve. *** 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 35.8 ft/s occurs in the following pipe(s): (0389-O-0091), (0388-O-0389-I), (0381-0388-I) 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 Device GraphsJob : HIBBARD ELEMENTARY SCHOOL ADDITION Pressure vs. Flow Function Design Area: 6; 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: 6; Valve Ref.: 1620 (REL B FLY, Size = 2.5); Inlet Node: 0388-I; Outlet Node: 0388-O Flow, gpm4466110.1176.1264.2Pressure, psi1.662 1.162 0.662 0.162 2 psi @ 407.7 gpm (out of range) 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 Device GraphsJob : HIBBARD ELEMENTARY SCHOOL ADDITION Pressure Loss Function Design Area: 6; Valve Ref.: 1621 (RISER MANIFOLD, Size = 2.5); Inlet Node: 0389-I; Outlet Node: 0389-O Flow, gpm100300 400600700Pressure, psi0.01 0.1 psi @ 407.7 gpm 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