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HomeMy WebLinkAboutFS - CALC AREA 1 - 22-00795 - Madison Station Apartments Project Name : MADISON STATION APT. BLDG 1 Contract No. : 23-204 Project Location: 577 TREJO ST. City: REXBURG, ID 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 760 138.1 Required 51.4 0.05 19 2 100 8.618.7Demand (HW) Date 7/25/2023 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: C:\TERI DRAWINGS & MISC\23-204 Madison Station Apartments\BLDG 1\23-204 FP1.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 3RD FLOOR LIGHT 0.05 760 380 2 0 100 138.1 51.4 Wet 172.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 07/18/2023 ONSITE SRC PER NFPA 13R, 2019 7.1.1.3.1 Project Name : MADISON STATION APT. BLDG 1 Contract No. : 23-204 Project Location: 577 TREJO ST. City: REXBURG, ID 83440 Date: 7/1/2023 Name of Contractor: PHOENIX FIRE PROTECTION Address: 4130 AIRPORT RT. Phone Number: 208-468-9115 Name of Designer: TERI CRUICKSHANK Authority Having Jurisdiction: ISFM City: NAMPA, ID 83687 E-mail: TERI@PHOENIXFP.COM Job Information Contractor Information Notes Date 7/25/2023 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: C:\TERI DRAWINGS & MISC\23-204 Madison Station Apartments\BLDG 1\23-204 FP1.dwg Job : MADISON STATION APT. BLDG 1 Diagram for Design Area : 1 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 7/25/2023 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: C:\TERI DRAWINGS & MISC\23-204 Madison Station Apartments\BLDG 1\23-204 FP1.dwg Job : MADISON STATION APT. BLDG 1 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 60 1850 55 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 60 55 1850 60 138.1 51.4 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) 38.1 0 0 38.1 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 51.4 38.1 N/A Sprinklers Other Date 7/25/2023 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: C:\TERI DRAWINGS & MISC\23-204 Madison Station Apartments\BLDG 1\23-204 FP1.dwg Job : MADISON STATION APT. BLDG 1 Hydraulic Analysis for : 1 Flow, gpmPressure, psi80 70 60 50 40 30 20 10 0 S1 S2 54.224 D1 D2D2 D3 60 psi @ 138.1 gpm Supply System Demand Add. Out. Hose Available At Source 0 600700800 900 10001100 1200 1300 1400 1500 1600 1700 1800 1900 2000 Date 7/25/2023 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: C:\TERI DRAWINGS & MISC\23-204 Madison Station Apartments\BLDG 1\23-204 FP1.dwg Job : MADISON STATION APT. BLDG 1 Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) Values Description 0S1 60Supply point #1 - Static 1850S2 55Supply point #2 - Residual 0D1 15.7Elevation Pressure 38.1D2 51.4System Demand 138.1D3 51.4System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 42.8Supply60 8.6 138.1 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 4.4 0.05 19 18.7 0.05 18.719380Overhead Sprinkler S102 4.4 0.05 19 18.7 0.05 18.719380Overhead Sprinkler Date 7/25/2023 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\TERI DRAWINGS & MISC\23-204 Madison Station Apartments\BLDG 1\23-204 FP1.dwg Job : MADISON STATION APT. BLDG 1 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 29.25 Overhead Sprinkler HEAD 4.4 Open 19 0.0 380 0.05 18.7 -15.7 18.7 19 S101 29.25 Overhead Sprinkler HEAD 4.4 Open 19 0.0 380 0.05 18.7 -15.7 18.7 19 005 29.25 Node NODE 19.2 -15.7 001 29.25 Node NODE 19.2 -15.7 004 29.25 Node NODE 19.4 -15.7 018 19.75 Node NODE 26.7 -11.6 031 9.5 Node NODE 32.3 -7.1 032 9.5 Node NODE 32.4 -7.1 502 9.5 Node NODE 34 -7.1 050 9.5 Node NODE 34.2 -7.1 055 9.5 Node NODE 35.4 -7.1 057-O 3.91 Node NODE 37.9 -4.7 057-I 3.75 Node NODE 41.2 -4.7 058-O 2.48 Node NODE 41.7 -4.1 058-I 1.08 Node NODE 47.9 -3.5 SRC -7 Supply SUPPLY -38.1 51.4 0 Date 7/25/2023 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\TERI DRAWINGS & MISC\23-204 Madison Station Apartments\BLDG 1\23-204 FP1.dwg Hydraulic CalculationsJob : MADISON STATION APT. BLDG 1 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 005 29.25 29.25 4.4 19 19 1 1.101 1x(BM.Tee-Br)=5 2.4 5 7.4 150 0.0618 18.7 0 0.5 005 004 29.25 29.25 0 19 1.25 1.394 1x(BM.Tee-Br)=6 5.15 6 11.15 150 0.0196 19.2 0 0.2 004 018 29.25 19.75 19 38.1 1.25 1.394 1x(BM.Tee-Run)=1 3x(BM.Tee-Br)=18 1x(BM.90)=6 20.03 25 45.03 150 0.0708 19.4 4.1 3.2 018 502 19.75 9.5 -15.1 23 1.25 1.394 3x(BM.90)=18 8x(BM.Tee-Run)=8 1x(BM.Tee-Br)=6 72.87 32 104.87 150 0.0277 26.7 4.4 2.9 502 050 9.5 9.5 0 23 1.5 1.598 1x(BM.Tee-Br)=8 1.42 8 9.42 150 0.0143 34 0 0.1 050 055 9.5 9.5 15.1 38.1 1.5 1.598 1x(us.90)=5.82 3x(BM.Tee-Run)=3 1x(BM.90)=8 16.91 16.82 33.74 150 0.0364 34.2 0 1.2 055 057-O 9.5 3.91 0 38.1 2 2.157 5.59 0 5.59 120 0.0128 35.4 2.4 0.1 057-O 057-I 3.91 3.75 0 38.1 2 0 0.16 0 0.16 19.6805 37.9 0.1 3.2 MANIFOLD *** 057-I 058-O 3.75 2.48 0 38.1 2 2.157 1.27 0 1.27 120 0.0128 41.2 0.6 0.0 058-O 058-I 2.48 1.08 0 38.1 2 0 1.4 0 1.4 3.9801 41.7 0.6 5.6 Ames2000B *** 058-I SRC 1.08 -7 0 38.1 6 6.08 1x(us.90)=21.4 97.68 21.4 119.08 150 0.0001 47.9 3.5 0 SRC 51.4 2Path No: S101 001 29.25 29.25 4.4 19 19 1 1.101 1x(BM.Tee-Br)=5 2.4 5 7.4 150 0.0619 18.7 0 0.5 001 004 29.25 29.25 0 19 1.25 1.394 1x(BM.Tee-Br)=6 3.09 6 9.09 150 0.0196 19.2 0 0.2 004 19.4 Date 7/25/2023 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\TERI DRAWINGS & MISC\23-204 Madison Station Apartments\BLDG 1\23-204 FP1.dwg Hydraulic CalculationsJob : MADISON STATION APT. BLDG 1 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 3Path No: 018 031 19.75 9.5 0 15.1 1.25 1.394 3x(BM.90)=18 7x(BM.Tee-Run)=7 1x(BM.Tee-Br)=6 62.11 31 93.11 150 0.0128 26.7 4.4 1.2 031 032 9.5 9.5 0 15.1 1.5 1.598 1x(BM.Tee-Br)=8 1 8 9 150 0.0066 32.3 0 0.1 032 050 9.5 9.5 0 15.1 1.25 1.394 15x(BM.Tee-Run)=15 2x(BM.90)=12 112.9 27 139.9 150 0.0128 32.4 0 1.8 050 34.2 * 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 8 ft/s occurs in the following pipe(s): (018-004) Date 7/25/2023 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\TERI DRAWINGS & MISC\23-204 Madison Station Apartments\BLDG 1\23-204 FP1.dwg Device GraphsJob : MADISON STATION APT. BLDG 1 Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC Flow, gpm03004005006007008009001000 15001850Pressure, psi65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 1; BFP Ref.: 1069 (Ames2000B, Size = 2); Inlet Node: 058-I; Outlet Node: 058-O Flow, gpm012.5255075100125150175200Pressure, psi7.69 6.69 5.69 4.69 3.69 2.69 1.69 0.69 5.6 psi @ 38.1 gpm Date 7/25/2023 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: C:\TERI DRAWINGS & MISC\23-204 Madison Station Apartments\BLDG 1\23-204 FP1.dwg Device GraphsJob : MADISON STATION APT. BLDG 1 Pressure Loss Function Design Area: 1; Valve Ref.: 1070 (MANIFOLD, Size = 2); Inlet Node: 057-I; Outlet Node: 057-O Flow, gpm255075100 150200Pressure, psi2.8 2.3 1.8 1.3 0.8 0.3 3.2 psi @ 38.1 gpm Date 7/25/2023 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: C:\TERI DRAWINGS & MISC\23-204 Madison Station Apartments\BLDG 1\23-204 FP1.dwg