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HomeMy WebLinkAboutCALC AREA 3 - 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) 3 LIGHT 1506 308.8 Required 55.5 0.1 40.1 5 100 48.412.8Demand (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) 3 CAFETERIA LIGHT 0.1 1506 400 5 0 100 308.8 55.5 Wet 300.6 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 12/1/22 ON SITE SRC 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 : 3 (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 : 3 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 62 750 103.9 308.8 55.5 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) 208.8 0 0 208.8 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 55.5 208.8 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 : 3 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 103.9 psi @ 308.8 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 : 3 Pressure (psi)Label Graph Labels Flow (gpm) Values Description 0S1 114Supply point #1 - Static 750S2 62Supply point #2 - Residual 0D1 11.7Elevation Pressure 208.8D2 55.5System Demand 308.8D3 55.5System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 311.9Supply103.7 48.4 308.8 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 S301 11.2 0.1 40 12.8 0.103 13.641.3400Overhead Sprinkler S302 11.2 0.1 40 12.8 0.1 12.840.1400Overhead Sprinkler S303 11.2 0.1 40 12.8 0.101 13.140.5400Overhead Sprinkler S304 11.2 0.1 40 12.8 0.109 15.143.6400Overhead Sprinkler S305 11.2 0.1 40 12.8 0.109 1543.4400Overhead 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 S302 30 Overhead Sprinkler HEAD 11.2 Open 40.1 0.1 400 0.1 12.8 -11.7 12.8 40 S303 30 Overhead Sprinkler HEAD 11.2 Open 40.5 0.5 400 0.101 13.1 -11.7 12.8 40 S301 30 Overhead Sprinkler HEAD 11.2 Open 41.3 1.3 400 0.103 13.6 -11.7 12.8 40 S305 30 Overhead Sprinkler HEAD 11.2 Open 43.4 3.4 400 0.109 15 -11.7 12.8 40 S304 30 Overhead Sprinkler HEAD 11.2 Open 43.6 3.6 400 0.109 15.1 -11.7 12.8 40 0407 30 Node NODE 15.8 -11.7 0409 30 Node NODE 16.5 -11.7 0411 30 Node NODE 18 -11.7 0402 30 Node NODE 18.1 -11.7 0401 30 Node NODE 18.6 -11.7 0413 30 Node NODE 19.3 -11.7 0399 30 Node NODE 19.5 -11.7 0415 30 Node NODE 20.2 -11.7 0417 30 Node NODE 20.6 -11.7 0397 30 Node NODE 20.9 -11.7 0418 30 Node NODE 20.9 -11.7 0395 30 Node NODE 22.7 -11.7 0426 30 Node NODE 25 -11.7 0427 30 Node NODE 25.1 -11.7 0394 30 Node NODE 25.7 -11.7 0389-O 8.47 Node NODE 50 -2.4 0389-I 8.09 Node NODE 50.1 -2.2 0388-O 6.15 Node NODE 51.5 -1.4 0388-I 5.77 Node NODE 53 -1.2 0381 5 Node NODE 53.5 -0.9 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 SRC 3 Supply SUPPLY -208.8 55.5 0 0382 -5 Node NODE 58.6 3.5 0386 -5 Node NODE 58.8 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: S302 S301 30 30 11.2 11.2 40.1 25.6 1.25 1.442 18 0 18 120 0.0436 12.8 0 0.8 S301 0407 30 30 11.2 41.3 66.9 1.25 1.442 1x(us.Tee-Br)=7.43 1.04 7.43 8.47 120 0.2578 13.6 0 2.2 0407 0409 30 30 0 66.9 2 2.157 20 0 20 120 0.0363 15.8 0 0.7 0409 0411 30 30 52.1 119 2 2.157 14.52 0 14.52 120 0.1053 16.5 0 1.5 0411 0413 30 30 -16.9 102.1 2 2.157 16 0 16 120 0.0793 18 0 1.3 0413 0415 30 30 -17.5 84.6 2 2.157 16 0 16 120 0.0559 19.3 0 0.9 0415 0417 30 30 -22.6 62 2 2.157 14.52 0 14.52 120 0.0315 20.2 0 0.5 0417 0418 30 30 -31 31 2 2.157 1x(us.Tee-Br)=12.31 20 12.31 32.31 120 0.0087 20.6 0 0.3 0418 0426 30 30 0 31 1.25 1.442 1x(us.Tee-Br)=7.43 57.57 7.43 65 120 0.062 20.9 0 4 0426 0427 30 30 0 31 2 2.157 20 0 20 120 0.0087 25 0 0.2 0427 0394 30 30 31 62 2 2.157 1x(us.Tee-Br)=12.31 7.15 12.31 19.46 120 0.0315 25.1 0 0.6 0394 0389-O 30 8.47 146.8 208.8 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 25.36 24.61 49.97 120 0.2984 25.7 9.3 14.9 0389-O 0389-I 8.47 8.09 0 208.8 2.5 0 0.38 0 0.38 0.0638 50 0.2 0.0 RISER MANIFOLD *** 0389-I 0388-O 8.09 6.15 0 208.8 2 2.157 1.95 0 1.95 120 0.2984 50.1 0.8 0.6 0388-O 0388-I 6.15 5.77 0 208.8 2.5 0 0.38 0 0.38 3.2622 51.5 0.2 1.2 REL B FLY *** 0388-I 0381 5.77 5 0 208.8 2 2.157 0.77 0 0.77 120 0.2984 53 0.3 0.2 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: 0381 0382 5 -5 0 208.8 3 3.26 1x(us.90)=9.41 10 9.41 19.41 120 0.0399 53.5 4.3 0.8 0382 0386 -5 -5 0 208.8 6 6.08 3x(us.90)=64.19 108.11 64.19 172.3 150 0.0013 58.6 0 0.2 0386 SRC -5 3 0 208.8 6 6.357 3x(us.90)=52.81 33.58 52.81 86.39 120 0.0015 58.8 -3.5 0.1 SRC 55.5 2Path No: S302 S303 30 30 11.2 11.2 40.1 14.4 1.25 1.442 18 0 18 120 0.015 12.8 0 0.3 S303 0402 30 30 11.2 40.5 54.9 1.25 1.442 1x(us.Tee-Br)=7.43 20.53 7.43 27.96 120 0.1788 13.1 0 5 0402 0401 30 30 0 54.9 2 2.157 20 0 20 120 0.0252 18.1 0 0.5 0401 0399 30 30 34.9 89.8 2 2.157 14.52 0 14.52 120 0.0626 18.6 0 0.9 0399 0397 30 30 16.9 106.7 2 2.157 16 0 16 120 0.0861 19.5 0 1.4 0397 0395 30 30 17.5 124.3 2 2.157 16 0 16 120 0.1141 20.9 0 1.8 0395 0394 30 30 22.6 146.8 2 2.157 1x(us.Tee-Br)=12.31 7.36 12.31 19.67 120 0.1555 22.7 0 3.1 0394 25.7 3Path No: S305 0401 30 30 11.2 43.4 34.9 1.25 1.442 1x(us.Tee-Br)=7.43 38.53 7.43 45.96 120 0.0772 15 0 3.6 0401 18.6 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 4Path No: S305 S304 30 30 11.2 11.2 43.4 8.5 1.25 1.442 18 0 18 120 0.0056 15 0 0.1 S304 0409 30 30 11.2 43.6 52.1 1.25 1.442 1x(us.Tee-Br)=7.43 1.04 7.43 8.47 120 0.1619 15.1 0 1.4 0409 16.5 5Path No: 0411 0399 30 30 0 16.9 1.25 1.442 2x(us.Tee-Br)=14.86 57.57 14.86 72.44 120 0.0201 18 0 1.5 0399 19.5 6Path No: 0413 0397 30 30 0 17.5 1.25 1.442 2x(us.Tee-Br)=14.86 57.57 14.86 72.44 120 0.0216 19.3 0 1.6 0397 20.9 7Path No: 0415 0395 30 30 0 22.6 1.25 1.442 2x(us.Tee-Br)=14.86 57.57 14.86 72.44 120 0.0345 20.2 0 2.5 0395 22.7 8Path No: 0417 0427 30 30 0 31 1.25 1.442 2x(us.Tee-Br)=14.86 57.57 14.86 72.44 120 0.0619 20.6 0 4.5 0427 25.1 * 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 18.33 ft/s occurs in the following pipe(s): (0389-O-0394), (0388-O-0389-I), (0381-0388-I) 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 Device GraphsJob : HIBBARD ELEMENTARY SCHOOL ADDITION Pressure vs. Flow Function Design Area: 3; 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: 3; 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 1.2 psi @ 208.8 gpm 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 Loss Function Design Area: 3; Valve Ref.: 1621 (RISER MANIFOLD, Size = 2.5); Inlet Node: 0389-I; Outlet Node: 0389-O Flow, gpm100300 400600700Pressure, psi0.01 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