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REVIEWED FIR2023-0070+Calculations+8.3.2023_1.26.19_PM+3705860RECEIVED Aug 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 17125 69TH PI WEST, EDMONDS, WA 98026 Fire Sprinkler Reports FIR2023-0070 for REMOTE AREA: UPPER FLOOR (16'x16') L.H 0.05 GPM/SQ.FT OVER 2 HEAD CALC WASHINGTON STATE 1 CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS iJohn Shakespeare N j 7566-0908-A*-14 Lew] 1 j Eclipse Fire Sprinklers, LLC • j ECLlPFS783DP � 1 a ahy ShwAdfwam ExP 1 S Btu oEC b7, 23 1 -------------- --------------A Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. pReJkEr __ 17125 69TH PI WEST, EDMONDS, WA 98026 Hell ;° ;:ru.' Page 2 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe -Len. PF-(psi) End. Elevation KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 1 4.90 30.00 13.06 7.10 0.75 13.06 0.09520 1.40 1.085 2 0.00 30.00 0.00 8.19 0.874 13.06 ET 10.00 0.000 BLAZEMASTER CPVC 150 6.98 0 11.40 1.085 2 0.00 30.00 0.00 8.19 1.00 0.00 0.03092 14.90 1.296 3 4.90 30.00 15.09 9.48 1.101 13.06 E4T 27.00 0.000 BLAZEMASTER CPVC 150 4.40 0 41.90 1.296 3 4.90 30.00 15.09 9.48 1.00 15.09 0.12807 5.30 1.959 5 0.00 30.00 0.00 11.44 1.101 28.14 2T 10.00 0.000 BLAZEMASTER CPVC 150 9.48 0 15.30 1.959 5 0.00 30.00 0.00 11.44 1.00 0.00 0.12807 2.30 1.831 6 0.00 30.00 0.00 13.27 1.101 28.14 ET 12.00 0.000 BLAZEMASTER CPVC 150 9.48 0 14.30 1.831 6 0.00 30.00 0.00 13.27 1.00 0.00 0.12807 10.00 2.177 7 0.00 21.00 0.00 19.35 1.101 28.14 E 7.00 3.897 BLAZEMASTER CPVC 150 9.48 0 17.00 6.074 7 0.00 21.00 0.00 19.35 1.00 0.00 0.12807 7.60 4.431 8 0.00 21.00 0.00 23.78 1.101 28.14 E4T 27.00 0.000 BLAZEMASTER CPVC 150 9.48 0 34.60 4.431 8 0.00 21.00 0.00 23.78 1.00 0.00 0.12807 11.00 2.305 9 0.00 10.00 0.00 30.85 1.101 28.14 E 7.00 4.763 BLAZEMASTER CPVC 150 9.48 0 18.00 7.068 9 0.00 10.00 0.00 30.85 1.00 0.00 0.12807 3.90 2.933 10 0.00 10.00 0.00 33.78 1.101 28.14 2ET 19.00 0.000 BLAZEMASTER CPVC 150 9.48 0 22.90 2.933 10 0.00 10.00 0.00 33.78 1.00 0.00 0.12807 13.00 4.111 11 0.00 -3.00 5.00 43.52 1.101 28.14 ETGC 19.10 5.629 BLAZEMASTER CPVC 150 9.48 0 32.10 9.740 11 0.00 -3.00 5.00 43.52 1.50 5.00 0.02824 50.00 1.666 12 0.00 -3.00 0.00 45.18 1.598 33.14 E 9.00 0.000 BLAZEMASTER CPVC 150 5.30 0 59.00 1.666 12 Meter -3.00 45.18 33.14 13 4.50 psi -3.00 49.68 13 0.00 -3.00 0.00 49.68 1.50 0.00 0.02824 30.00 1.582 14 0.00 -3.00 0.00 51.27 1.598 33.14 2ET 26.00 0.000 BLAZEMASTER CPVC 150 5.30 0 56.00 1.582 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. pReJkEr 17125 69TH PI WEST, EDMONDS, WA 98026 Hell Page 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe -Len. PF-(psi) Elevation End. KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire - Fire Sprinkler Hydraulics Calculation Program_ pReJkEr Hell x r Elite Software Development, Inc. 17125 69TH PI WEST, EDMONDS, WA 98026 Page 4 Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Node No. Code KFactor (K) Sprinkler Elevation (feet) Residual Pressure (psi) Flowing Area 2 (ftft) Flowing Density (gpm/ft2) Sprinkler Discharge (gpm) 1 4.90 30.00 7.10 256.00 0.051 13.06 Sub Totals For Non -Group 3 4.90 30.00 9.48 256.00 256.00 0.051 0.059 13.06 15.09 Sub Totals For Non -Group 256.00 0.059 15.09 Totals For All Groups 512.00 0.055 28.14 Fire - Fire Sprinkler Hydraulics Calculation Program_ Elite Software Development, Inc. pReJkEr x 17125 69TH PI WEST, EDMONDS, WA 98026 Hell r Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 7.10 psi HMD Actual GPM: 13.06 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 512.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.055 gpm/ft2 Application Average Area Per Sprinkler: 256.00 ft2 Sprinkler Flow: 28.14 gpm Average Sprinkler Flow: 14.07 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 7 - 8 ) 9.48 ft/sec Maximum Velocity Pressure ( In Pipe 7 - 8) 0.61 psi Allowable Average Nodal Pressure Imbalance: 1.0000 psi Actual Maximum Nodal Pressure Imbalance: 0.0000 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0000 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm Overall Network Summary Number Of Unique Pipe Sections: 12 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 11.74 gal Sprinkler Flow: 28.14 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow 51.27 Node: psi Demand Flow At System Inflow Node: 33.14 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. pReJkEr 17125 69TH PI WEST, EDMONDS, WA 98026 Hell Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 82 80 70 U ) Q � 60 L U) 50 N ^L L.L 40 30 2 20 10 0 1 2 3 4 5 6 7 8 9 10 Flowrate(x100) gpm Supply Curve Data Static Pressure: 82 psi Test Residual Pressure: 20 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 51.27 psi Calculated Flow Rate: 33.14 gpm Excess Available Residual Pressure At Calculated Flow: 30.62 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 18.79 psi 17125 69TH PI WEST, EDMONDS, WA 98026 Fire Sprinkler Reports for REMOTE AREA: UPPER FLOOR (20'x20') L.H 0.05 GPM/SQ.FT OVER 1 HEAD CALC Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. pReJkEr __ 17125 69TH PI WEST, EDMONDS, WA 98026 Hell ;° ;:ru.' Page 2 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe -Len. PF-(psi) End. Elevation KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 20 4.90 30.00 21.91 20.00 1.00 21.91 0.08061 36.80 6.352 5 0.00 30.00 0.00 26.35 1.101 21.91 E7T 42.00 0.000 BLAZEMASTER CPVC 150 7.38 0 78.80 6.352 5 0.00 30.00 0.00 26.35 1.00 0.00 0.08061 2.30 1.153 6 0.00 30.00 0.00 27.50 1.101 21.91 ET 12.00 0.000 BLAZEMASTER CPVC 150 7.38 0 14.30 1.153 6 0.00 30.00 0.00 27.50 1.00 0.00 0.08061 10.00 1.370 7 0.00 21.00 0.00 32.77 1.101 21.91 E 7.00 3.897 BLAZEMASTER CPVC 150 7.38 0 17.00 5.267 7 0.00 21.00 0.00 32.77 1.00 0.00 0.08061 7.60 2.789 8 0.00 21.00 0.00 35.56 1.101 21.91 E4T 27.00 0.000 BLAZEMASTER CPVC 150 7.38 0 34.60 2.789 8 0.00 21.00 0.00 35.56 1.00 0.00 0.08061 11.00 1.451 9 0.00 10.00 0.00 41.77 1.101 21.91 E 7.00 4.763 BLAZEMASTER CPVC 150 7.38 0 18.00 6.214 9 0.00 10.00 0.00 41.77 1.00 0.00 0.08061 3.90 1.846 10 0.00 10.00 0.00 43.62 1.101 21.91 2ET 19.00 0.000 BLAZEMASTER CPVC 150 7.38 0 22.90 1.846 10 0.00 10.00 0.00 43.62 1.00 0.00 0.08061 13.00 2.587 11 0.00 -3.00 5.00 51.84 1.101 21.91 ETGC 19.10 5.629 BLAZEMASTER CPVC 150 7.38 0 32.10 8.216 11 0.00 -3.00 5.00 51.84 1.50 5.00 0.01921 50.00 1.134 12 0.00 -3.00 0.00 52.97 1.598 26.91 E 9.00 0.000 BLAZEMASTER CPVC 150 4.31 0 59.00 1.134 12 Meter -3.00 52.97 26.91 13 4.50 psi -3.00 57.47 13 0.00 -3.00 0.00 57.47 1.50 0.00 0.01921 30.00 1.076 14 0.00 -3.00 0.00 58.55 1.598 26.91 2ET 26.00 0.000 BLAZEMASTER CPVC 150 4.31 0 56.00 1.076 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire - Fire Sprinkler Hydraulics Calculation Program pReJkEr Hell Elite Software Development, Inc. 17125 69TH PI WEST, EDMONDS, WA 98026 Page 3 Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Node No. Code KFactor (K) Sprinkler Elevation (feet) Residual Pressure (psi) Flowing Area (ftz) Flowing Density (gpm/ft2) Sprinkler Discharge (gpm) 20 4.90 30.00 20.00 400.00 0.055 21.91 Sub Totals For Non -Group 400.00 0.055 21.91 Totals For All Groups 400.00 0.055 21.91 Fire - Fire Sprinkler Hydraulics Calculation Program _, ` Elite Software Development, Inc. pReJkEr 17125 69TH PI WEST, EDMONDS, WA 98026 Hell ; r Page 4 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 20 HMD Actual Residual Pressure: 20.00 psi HMD Actual GPM: 21.91 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 512.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.043 gpm/ft2 Application Average Area Per Sprinkler: 512.00 ft2 Sprinkler Flow: 21.91 gpm Average Sprinkler Flow: 21.91 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 6 - 7 ) 7.38 ft/sec Maximum Velocity Pressure ( In Pipe 6 - 7) 0.37 psi Allowable Average Nodal Pressure Imbalance: 1.0000 psi Actual Maximum Nodal Pressure Imbalance: 0.0000 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0000 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm Overall Network Summary Number Of Unique Pipe Sections: 10 Number Of Flowing Sprinklers: 1 Pipe System Water Volume: 12.52 gal Sprinkler Flow: 21.91 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 58.55 psi Demand Flow At System Inflow Node: 26.91 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. pReJkEr 17125 69TH PI WEST, EDMONDS, WA 98026 Hell Page 5 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 82 80 70 U ) Q � 60 L U) 50 N ^L L.L 40 30 2 20 10 0 1 2 3 4 5 6 7 8 9 10 Flowrate(x100) gpm Supply Curve Data Static Pressure: 82 psi Test Residual Pressure: 20 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 58.55 psi Calculated Flow Rate: 26.91 gpm Excess Available Residual Pressure At Calculated Flow: 23.38 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 18.79 psi