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BRES2016-0199 Fire Sprinkler Hydraulic Calcs
-.'l Fire - Fire Calculaton Program +Elite SoftvYare Development, lnc. Madison 19Living Water Desrgns Scottsdale M 85260 1 General Pro ect Data Re ort Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building: GARAGE 81454 Amundson Ave General Data Madison 19 Project File Name: Chad Ryan Date: Approving Agency: 'F' FITTING = "T" RUN lB = ANGLE VALVE Phone: City, State Zip Code: Representative: City And State: Building Owner: Phone at Building: City, State Zip Code: Madison 19..fiw June 13,2016 Description Of Hazard: Design Area Of Water Application: Defau lt Sprinkler K-Factor: lnside Hose Stream Allowance: ln Rack Sprinkler Allowance: Sprin kler Specifi cations Make: Size: Pro ect Data Residential 392 ft' 0.00 0.00 0.00 TYCO 7116 Model: Temperature Rating K gpm gpm Sprinkler System Type: Wet Maximum Area Per Sprinkler: 196 ft2 Default Pipe Material: BLAZEMASTER CPVC Outside Hose Stream Allowance: 0.00 gpm 1234 175 F Source Of lnformation: Test Hydrant lD: Water Su Test Data Hydrant Elevation: Test Flow Rate: Calculated System FIow Rate: Available Residual Pressure At System Flow: Calculation Mode: HMD Minimum Residual Pressure: Maximum Water Velocity: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers: Date Of T Static ,plfY OF t n nr rn Test Resid al Pressure: Calculated nflow Residual Pressure: -.--- FOR CONS ft gpm gpm 0 0 8 70.00 63.00 ) --lF fls50.0 27.4 67.69 psi Demand 47.d iloN 113.50 psi 0.00 fUs 32 31 2 Minimum Desired Flow Den Maximum Frictional Loss / 100 feet: Number Of lnactive Pipes: Number Of Inactive Sprinklers 0.05 gpm/ft' 20.00 psi 19 RECEIVED JUL l2 Z0t6 clTY OF l3 QUTNTA Calculation Pro ect Data B COI4 MUNITY DEVELOPMENT TJUl,n ,a I t Flre - Flre Sprinkler Hydraulics Calculaton Program Living Water Designs Scottsdale, AZ 85260 +Ellte Software Development, lnc. Madison 19 pa,ge2 Fire Sprinkler Output Data Overall Pi Out ut Data Beg. End. Node Nodal KFactor (K) Elevation (feet) SpUHose Discharge (gpm) Residual Pressure (psi) Nom. Dia. lnside Dia. C-Value q (gpm) a (spm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 2 22 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 16.97 16.97 0.75 0.874 150 0.00 0.00 0.00 0 00000 7.10 3.00 10.10 0.000 0.000 0.000 T 0 4 22 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 16.97 16.97 0.75 0.874 150 0.00 0.00 0.00 0 000 00 T 0 2.40 3.00 5.40 0.000 0.000 0.000 6 24 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 16.97 16.97 0.75 0.874 150 0.00 0.00 0.00 0.00000 4FT 0 32.80 7.00 39.80 0.000 0.000 0.000 7I 3.00 10.00 11.020.00 10.50 0.00 BLAZEMASTER CPVC 13.50 13.81 0.75 0.874 150 11.02 11.02 5.89 0 069 60 E 0 0.50 7.00 7.50 0.522 -0.217 0.305 I 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 13.81 14.63 0.75 0.874 150 0.00 11.02 5.89 0.06960 2F 0 9.80 2.OO 11.80 0.821 0.000 0.821 10 I 3.00 10.00 11.460.00 10.50 0.00 BLAZEMASTER CPVC 14.58 14.63 0.75 0.874 150 11.46 11.46 6.'13 0.07474 T 0 0.50 3.00 3.50 0.262 -0.217 0.045 10 12 36 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 21.11 21.11 0.75 0.874 150 0.00 0.00 0.00 0.0 000 0 7.20 3.00 10.20 0.000 0.000 0.000 T 0 14 36 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 21.11 21.11 0.75 0.874 150 0.00 0.00 0.00 0.0 000rQ T 0 6.80 3.00 9.80 0.000 0.000 0.000 22 26 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 16.97 16.97 1.00 1.101 150 0.00 0.00 0.00 0.00000 4F4ET 0 23.80 37.00 60.80 0.000 0.000 0.000 24 26 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 16.97 16.97 1.00 1.101 150 0.00 0.00 0.00 0.00000 FT 0 14.40 6.00 20.40 0.000 0.000 0.000 26 28 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 16.97 16.97 1.00 1.101 150 0.00 0.00 0.00 0.00000 4F4ET 0 59.80 37.00 96.80 0.000 0.000 0.000 28 30 0.00 10.500.00 10.s0 BLAZEMASTER CPVC 0.00 0.00 16.97 16.97 1.00 1.101 150 0.00 0.00 0.00 0.00000 8F 0 56.10 8.00 64.10 0.000 0.000 0.000 a Fire - Fire Sprinkler Hydraulics Galculafion Program Living Water Designs Scottsdale, AZ 85260 +Elite Softrvare Development, lnc. Madison 19 page 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spt</Hose Discharge (gpm) Residual Pressure (psi) PF-(psl) PE-(psi) PT-(psi) 30 32 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER GPVC 16.97 16.97 1.00 1.101 150 0.00 0.00 0.00 0.00000 8F 0 44.60 8.00 52.60 0.000 0.000 0.000 32 34 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 16.97 16.97 1.00 1.101 150 0.00 0.00 0.00 0.00000 5F2E 0 27.20 19.00 46.20 0 0 0 000 000 000 10u 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 14.63 16.97 0.75 0.874 150 0.00 22.48 12.02 0 260 11 T 0 6.00 3.00 9.00 2.341 0.000 2.341 36 38 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 21.11 21.11 0.75 0.874 150 0.00 0.00 0.00 0.00000 3F4E 0 18.00 31.00 49.00 0.000 0.000 0.000 38 40 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 21.11 21.11 1.00 1.101 150 0.00 0.00 0.00 0.00000 6FT 0 35.00 11.00 46.00 0.000 0.000 0.000 40 42 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 21.11 21.11 1.00 1.101 150 0.00 0.00 0.00 0.00000 FzET 0 34.30 20.00 54.30 0.000 0.000 0.000 42 M 0.00 10.50 0.000.00 -2.00 0.00 TYPE L COPPER TUBE 21.11 26.52 1.00 1.025 150 0.00 0.00 0.00 0.00000 2E 0 3.00 6.00 9.00 0.000 -5.413 -5.412 44 46 0 0 00 -2.00 -2.00 HDPE 0.00 0.00 26.52 26.52 1.25 1.360 150 0.00 0.00 0.00 0 00 000 E 0 34.00 7.00 41.00 0.000 0.000 0.000 00 46 48 0.00 -2.00 0.000.00 0.00 0.00 TYPE L COPPER TUBE 26.52 25.65 1.00 1.025 150 0.00 0.00 0.00 0.00000 2E 0 3 6 9 00 0.000 0.866 0.866 00 00 48 50 0.00 0.000.00 10.50 BLAZEMASTER CPVC 0.00 0.00 25.65 21.11 1.00 1.101 150 0.00 0.00 0.00 0.00000 5FE 0 36.80 12.00 48.80 0.000 4.547 4.547 34 50 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 16.97 21.11 1.00 1.101 150 22.48 22.48 7.58 0.08449 6FT 0 38.00 11.00 49.00 4.140 0.000 4.140 50 75 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 21.11 24.52 1.00 1.101 150 22.48 22.48 7.58 0.08449 F2E 0 25.40 15.00 40.40 3.414 0.000 3.414 t Nom. Dia. q (gPm) F' L./ft PiPe-Len. r;;; ;;;: a (gPm) (Psi/ft) Fit-Len. C_Value Velocity Fittings Tot-Len. (fps) Type-Grp (ft) Fire - Fire Sprlnkler Hydraulics Galculation Program Living Water Designs Scottsdale, M 85260 +Ellte Sofiware Development, lnc. Madison 19 Page 4 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Elevation (feet) SpUHose Discharge (gpm) Residual Pressure (psi) Nom. Dia. lnside Dia. C-Value q (gpm) a (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 75 100 0.00 10.50 0.000.00 5.00 0.00 BLAZEMASTER CPVC 24.52 27.62 1.00 1.101 150 0.00 22.48 7.58 0.08449 3F 0 5.50 3.00 8.50 0.718 2.382 3.100 100 110 FS 3.00 psi 5.00 5.00 27.62 30.63 22.48 110 120 0.00 5.00 0.000.00 0.00 5.00 TYPE L COPPER TUBE 30.63 35.49 1.00 1.025 150 0.00 22.48 8.74 0.1 1970 ETC 0 5.s0 17.00 22.50 2.693 2.165 4.858 120 130 0.00 0.00 5.000.00 -2.00 0.00 TYPE L COPPER TUBE 35.49 37.11 1.25 1.265 150 5.00 27.48 7.01 0.06231 3EG 0 3.00 9.10 12.10 0.754 0.866 1.620 130 140 0.00 0.00 -2.00 -2.00 HDPE 0.00 0.00 37.11 37.51 2.00 2.047 150 0.00 27.48 2.68 0.00598 2E 0 50.00 18.00 68.00 0.407 0.000 0.407 140 150 Meter 3.00 psi -2.00 -2.00 37.51 40.52 27.48 150 160 0.00 -2.00 0.000.00 -2.00 0.00 TYPE L COPPER TUBE 40.52 47.81 1.00 1.025 150 0.00 27.48 10.68 0 1 7 35,7 B 0 20.00 22.00 42.00 7.290 0.000 7.290 Fitting Legend: F=45 Degree Elbow, E = 90 Degree Elbow, L= Long Tum Elbow, T = Tee or Cross, B= Bufterfly Valve, G= Gate Valve, C = Check Valve a Nodal KFactor (K) Fire - Fire Sprinkler Hydraulics Calculaton Program Living Water Designs Scottsdale, AZ 85260 +Elite Softrvare Development, lnc. Madison 19 page 5 Fire Sprinkler Out ut Summa Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM: 7 13.50 psi 11.02 gpm S rinkler Summa Sprinkler System Type: Specified Area Of Application: Minimum Desired Density: Application Average Density: Application Average Area Per Sprinkler: Sprinkler Flow: Average Sprinkler Flow: Wet 392.00 0.050 0.057 196.00 22.48 11.24 ftz gpm/ft2 gpm/ft'? ft2 gpm gpm Flow Veloc ity And Imbalance Summary Maximum Flow Velocity ( ln Pipe 10 - 34 ) Maximum Velocity Pressure ( !n Pipe 10 - 34 ) 12.02 fUsec 0.97 psi Allowable Maximum Noda! Pressure lmbalance: Actual Maximum Nodal Pressure lmbalance: Actual Average Noda! Pressure lmbalance: Actual Maximum Nodal Flow lmbalance: Actual Average Nodal Flow lmbalance: 0.0100 0.0000 0.0000 -0.0004 0.0001 pst psa psi gpm gpm Overall Network Summa Number Of Unique Pipe Sections: Number Of Flowing Sprinklers: 31 2 32.95 galPipe System Water Volume: Sprinkler Flow: Non-Sprinkler Flow: 22.48 gpm 5.00 gpm Minimum Required Residual Pressure At System lnflow Node: Demand Flow At System lnflow Node: 47.81 psi 27.48 gpm +Living Water Designs Madison 19 6 Fire S rinkler Out ut Data draulic Su /Demand Gra h '6 o- o =U'tho (L 100 90 80 70 60 50 40 30 20 10 0 o.t o.2 0.3 0.4 o.5 0.6 o.7 0.8 0.9 I Flowrate(x100) gpm Supply Curve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 50 gpm Demand Curve Data Calculated Residual Pressure: 47.81 psi Calculated Flow Rate: 27.48 gpm Excess Available Residual Pressure At Calculated Flow: 19.88 psi Pressure Required For First Sprinkler Downstream From lnflow Node To Flow: 0.00 psi .I 3 - -- ? ( Fire - Fire Sprinkler Hydraulics Calculation Program Living Water Designs Scottsdale, AZ 85260 +Ellte Sofhrare Development lnc. Madison 19 Page 1 General Project Data Report General Data Project Title: Designed By: Code Reference: Madison 19 Project File Name: Chad Ryan Date: Approving Agency: "F" FITTING = "T" RUN I B = ANGLE VALVE Phone: City, State Zip Code Representative: Clty And State: Madison 19..fiw June 13,2016 Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building GUEST 81454 Amundson Ave Building Owner: Phone at Building: City, State Zip Code: Project Data Description Of Hazard: Design Area Of Water Application: Default Sprinkler K-Factor: Inside Hose Stream Allowance: ln Rack Sprinkler Allowance: Residentia!Sprinkler System Type: Wet Maximum Area Per Sprinkler: 196 ft2 Default Pipe Material: BLAZEMASTER GPVC Outside Hose Stream Allowance: 0.00 gpm 392 ft2 0.00 K 0.00 gpm 0.00 gpm Sprinkler Specifi cations Make: Size: SENJU 7t16 Model: Temperature Rating 8261 162 F Water Su Test Data Date Of Test: Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Residual Pressure At System Flow: 0ft 50.00 gpm 25.02 gpm 68.06 psi Static Pressure: Test Residual Pressure: Calculated lnflow Residual Pressure 70.00 psi 63.00 psi 55.36 psi Calculation Project Data Calculation Mode: HMD Minimum Residual Pressure Maximum Water Velocity: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers: Demand 7.31 psi 0.00 fUs 32 31 2 Minimum Desired Flow Density: Maximum Frictional Loss / 100 feet 0.05 gpm/ft2 20.00 psi Number Of lnactive Pipes: Number Of lnactive Sprinklers 19 0 Source Of lnformation: Test Hydrant lD: Flre - Fire Sprinkler Hydraulics Calculation Program Living Water Designs Scottsdale, AZ 85260 +Elite Sottuvare Development lnc. Madison 19 Page2 Fire S rinkler Out ut Data Overall Pipe Output Data Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. lnside Dia. C-Value q (gpm) a (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) I 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 31.32 31.32 0.75 0.874 150 0.00 0.00 0.00 0.00000 2F 0 I 2 1 80 00 80 0.000 0.000 0.000 10 1 11 12 3.70 10.00 10.00 0.00 10.50 0.00 BLAZEMASTER CPVC 7.31 7.53 0.75 0.874 150 10.00 10.00 5.35 0 058 16 E 0 0.50 7.00 7.50 0.436 -0.217 0.220 13 14 3.70 10.00 10.020.00 10.50 0.00 BLAZEMASTER CPVC 7.33 7.55 0.75 0.874 150 10.02 10.02 5.36 0 058 31 E 0 0.50 7.00 7.50 0.437 -0.217 0.221 2 22 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 31.32 31.32 0.75 0.874 150 0.00 0.00 0.00 0 000 00 T 0 7.10 3.00 10.10 0.000 0.000 0.000 4 22 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 31.32 31.32 0.75 0.874 150 0.00 0.00 0.00 0 000 00 T 0 2.40 3.00 5.40 0.000 0.000 0.000 6 24 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 31.32 31.32 0.75 0.874 150 0.00 0.00 0.00 0.00000 4FT 0 32.80 7.00 39.80 0.000 0.000 0.000 22 26 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 31.32 31.32 1.00 1.101 150 0.00 0.00 0.00 0.00000 4F4ET 0 23.80 37.00 60.80 0.000 0.000 0.000 24 26 0.00 10.s00.00 10.50 BLAZEMASTER CPVC 0.00 0.00 31.32 31.32 1.00 1.101 150 0.00 0.00 0.00 0.00000 FT 0 14.40 6.00 20.40 0.000 0.000 0.000 26 28 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 31.32 31.32 1.00 1.101 150 0.00 0.00 0.00 0.00000 4F4ET 0 59.80 37.00 96.80 0.000 0.000 0.000 28 30 0.00 10.s00.00 10.50 BLAZEMASTER CPVC 0.00 0.00 31.32 31.32 1.00 1.101 150 0.00 0.00 0.00 0.00000 8F 0 56.10 8.00 64.10 0.000 0.000 0.000 30 32 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 31.32 31.32 1.00 1.101 150 0.00 0.00 0.00 0.00000 8F 0 44.60 8.00 52.60 0.000 0.000 0.000 10 34 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 31.32 31.32 0.75 0.874 150 0.00 0.00 0.00 0.0 000rQ T 0 6.00 3.00 9.00 0.000 0.000 0.000 Fire - Fire Sprinkler Hydraulics Calculation Program Living Water Designs Scottsdale, M 85260 +Elite Sofhrare Development lnc. Madison 19 Pase 3 Fire Sprinkler Output Data Overall Pi Out ut Data cont'd Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. lnside Dia. C-Value q (gpm) a (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 32 34 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 31.32 31.32 1.00 1.101 150 0.00 0.00 0.00 0.00000 5F2E 0 27.20 19.00 46.20 0.000 0.000 0.000 12 36 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 7.53 8.12 0.75 0.874 150 0.00 10.00 5.35 0 05 I 1 6 T 0 7.20 3.00 10.20 0.593 0.000 0.593 14 36 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 7.55 8.12 0.75 0.874 150 0.00 10.02 5.36 0 058 31 T 0 6.80 3.00 9.80 0.571 0.000 0.571 36 38 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 8.12 18.41 0.75 0.874 150 0.00 20.02 10.71 0.20997 3F4E 0 18.00 31.00 49.00 10.289 0.000 10.289 38 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 18.41 21.55 1.00 1.101 150 0.00 20.02 6.75 0.06820 6FT 0 35.00 11.00 46.00 3.137 0.000 3.137 40 40 42 0.00 10.500.00 10.50 BLAZEMASTER CPVG 0.00 0.00 21.55 25.25 1.00 1.101 150 0.00 20.02 6.75 0.06820 FzET 0 34.30 20.00 il.30 3.704 0.000 3.704 42 44 0.00 10.50 0.000.00 -2.00 0.00 TYPE L COPPER TUBE 25.25 31.53 1.00 1.025 150 0.00 20.02 7.78 0.09663 2E 0 3 6I 00 00 00 0.870 5.413 6.282 44 46 0.00 0.00 -2.00 -2.00 HDPE 0.00 0.00 31.53 32.53 1.25 1.360 150 0.00 20.02 4.42 0 0243I E 0 34.00 7.00 41.00 0.999 0.000 0.999 46 48 0.00 -2.00 0.000.00 0.00 0.00 TYPE L COPPER TUBE 32.53 32.54 1.00 1.025 150 0.00 20.02 7.78 0.09663 2E 0 3.00 6.00 9.00 0.870 -0.866 0.004 34 50 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 31.32 31.32 1.00 1.101 150 0.00 0.00 0.00 0.00000 6FT 0 38.00 11.00 49.00 0.000 0.000 0.000 48 50 0.00 0.00 0.000.00 10.50 0.00 BLAZEMASTER CPVC 32.54 31.32 1.00 1.101 150 0.00 20.02 6.75 0.06820 5FE 0 36.80 12.00 48.80 3.328 4.547 -1.218 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 31.32 34.08 1.00 1.101 150 0.00 20.02 6.75 0.06820 F2E 0 25.40 15.00 40.40 2.755 0.000 2.755 50 75 Fire - Fire Sprinkler Hydraulics Calculation Living Water Designs +Elite Softurare Development lnc. Madison 19 M 4 Fire S rinkler Ou ut Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) SpUHose Discharge (gpm) Residual Pressure (psi) Nom. Dia. !nside Dia. C-Value q (gpm) a (gpm) Velocity (fps) Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 75 100 0.00 10.50 0.000.00 5.00 0.00 BLAZEMASTER CPVC 34.08 37.O4 1.00 1.101 150 0.00 20.02 6.75 0.06820 3F 0 5.50 3.00 8.50 0.580 2.382 2.961 100 110 FS 3.00 psi 5.00 5.00 37.04 40.04 20.02 110 120 0.00 5.00 0.000.00 0.00 5.00 TYPE L COPPER TUBE 40.04 44.38 1.00 1.025 150 0.00 20.02 7.78 0.09663 ETC 0 5.50 17.00 22.50 2.174 2.165 4.339 120 130 0.00 0.00 5.000.00 -2.00 0.00 TYPE L COPPER TUBE 44.38 45.88 1.25 1.265 150 5.00 25.02 6.39 0.05239 3EG 0 3.00 9.10 12.10 0.634 0.866 1.500 130 140 0.00 0.00 -2.00 -2.00 HDPE 0.00 0.00 45.88 46.22 2.00 2.047 150 0.00 25.02 2.44 0.00503 2E 0 50.00 18.00 68.00 0.342 0.000 0.342 140 150 Meter 3.00 psi -2.00 -2.00 46.22 49.23 25.02 150 160 0.00 -2.00 0.000.00 -2.00 0.00 TYPE L COPPER TUBE 49.23 55.36 1.00 1.025 150 0.00 25.02 9.73 0 1 4 s95 B 0 20.00 22.00 42.00 6.130 0.000 6.130 Fitting Legend: F=45 Degree Elbow, E = 90 Degree Elbow, L= Long Tum Elbow, T=TeeorCross, B= Butterfly Valve, G = Gate Valve,C=CheckValve F. L./ft (psi/ft) Fittings Type-Grp L Fire - Fire Sprinkler Hydraulics CalculaUon Program Living Water Designs Scottsdale, M 85260 +Ellte Software Development, lnc. Madison 19 Page 5 Fire S rinkler Ou ut Summa Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM: 11 7.31 psi 10.00 gpm Sprinkler Summary Sprinkler System Type: Specified Area Of Application: Minimum Desired Density: Application Average Density: Application Average Area Per Sprinkler: Sprinkler Flow: Average Sprinkler Flow: Wet 392.00 0.050 0.051 196.00 20.02 10.01 ft2 gpm/ft'z gpm/ft'? ft2 gpm gpm Flow Velocity And lmbalance Summary Maximum Flow Velocity ( ln Pipe 36 - 38 ) Maximum Velocity Pressure ( ln Pipe 36 - 38 ) 10.71 fUsec 0.77 psi Allowable Maximum Nodal Pressure lmbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure lmbalance: Actual Maximum Nodal Flow !mbalance: Actual Average Nodal Flow lmbalance: 0.0100 0.0006 0.0003 0.0002 0.0000 psi psi psi gpm gpm Overall Network Summary Number Of Unique Pipe Sections: Number Of Flowing Sprinklers: 31 2 32.66 galPipe System Water Volume: Sprinkler Flow: Non-Sprinkler Flow 20.02 gpm 5.00 gpm Minimum Required Residual Pressure At System lnflow Node: Demand Flow At System lnflow Node: 55.36 psi 25.02 gpm Fire Sprinkler Output Data Hydraulic Supply/Demand Graph '6 o- o =o U)o (L 100 90 80 70 60 50 40 30 20 10 0 o.t o.2 0.3 o.4 0.5 o.6 o.7 0.8 0.9 I Flowrate(x100) gpm Supply Gurve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test FIow Rate: 50 gpm Demand Gurve Data Calculated Residual Pressure: 55.36 psi Calculated Flow Rate: 25.02 gpm Excess Available Residual Pressure At Calculated Flow. 12.7 psi Pressure Required For First Sprinkler Downstream From lnflow Node To Flow: 0.00 psi 0 J l<- a - - ----I I I I Fire - Fire Sprinkler Hydraulics Calculaton Program Living Water Designs Scottsdale. M 85260 .EL Elite Softurare Developmen$ lnc. Madison 19 Pase 6 Fire - Fire Sprinkler Hydraulics Calculaton Program Living Water DesignsM 85260 +Elite Softntare Development lnc. Madison 19 Page 1 General Pro ect Data Re ort General Data Project Title: Designed By: Code Reference: Madison 19 Project File Name: Chad Ryan Date: Approving Agency: "F" FITTING = "T" RUN lB = ANGLE VALVE Phone: City, State Zip Code: Representative: Clty And State: Madison 19..fiw June 13,2016 Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building: MASTER 81454 Amundson Ave Building Owner: Phone at Building: City, State Zip Code Project Data Description Of Hazard: Design Area Of Water Application: Defau lt Sprinkler K-Factor: lnside Hose Stream Allowance: ln Rack Sprinkler Allowance: Residential 392 ftz 0.00 K 0.00 gpm 0.00 gpm Sprinkler System Type: Wet Maximum Area Per Sprinkler: 196 tt' Default Pipe Material: BLAZEMASTER CPVC Outside Hose Stream Allowance: 0.00 gpm Sprinkler Specifi cations Make: Size: SENJU 7t16 Mode!: Temperature Rating: 8261 162 F Water Su I Test Data Source Of lnformation Test Hydrant lD:Date Of Test: Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Residual Pressure At System Flow: 0ft 50.00 gpm 25.18 gpm 68.03 psa Static Pressure: Test Residual Pressure: Calculated lnflow Residua! Pressure: 70.00 psi 63.00 ps: 57.89 psi Calculation P ect Data Calculation Mode: HMD Minimum Residual Pressure Maximum Water Velocity: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers: Demand 7.31 psi 0.00 fUs 32 31 2 Minimum Desired Flow Density: Maximum Frictional Loss / 100 feet: 0.05 gpm/ft2 20.00 psi Number Of lnactive Pipes: Number Of lnactive Sprinklers: 19 0 I Fire - Fire Sprinkler Hydraulics Galculation Program Living Water Designs Scottsdale. AZ 85260 +Eltte SoltrYare Development lnc. Madison 19 Pase2 Fire S rinkler Out ut Data Overall Pipe Output Data Beg. End. Node Nodal KFactor (K) Elevation (feet) SpUHose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) a (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. FitLen. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 1 2 3.70 10.00 10.000.00 10.50 0.00 B]SZEMASTER CPVC 7.31 7.53 0.75 0.87 4 150 10.00 10.00 5.35 0 058 1 6 E 0 0.50 7.00 7.50 0.436 -0.217 0.220 3 4 3.70 10.00 10.170.00 10.50 0.00 BLAZEMASTER CPVC 7.56 7.79 0.75 0.874 150 10.17 10.17 5.44 0 060 00 E 0 0.50 7.00 7.50 0.450 -0.217 0.233 8 0.00 10.500.00 10.s0 BLAZEMASTER CPVC 0.00 0.00 30.29 30.29 0.75 0.874 150 0.00 0.00 0.00 0.00000 2F 0 9.80 2.OO 11.80 0.000 0.000 0.000 10 2 22 0.00 10.s00.00 10.50 BLAZEMASTER CPVC 0.00 0.00 7.53 8.12 0.75 0.874 150 0.00 10.00 5.35 0.0 581 6 T 0 7.10 3.00 10.10 0.587 0.000 0.587 4 22 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 7.79 8.12 0.75 0.874 150 0.00 10.17 5.44 0.0 600rQ T 0 2.40 3.00 5.40 0.324 0.000 0.324 6 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 12.32 12.32 0.75 0.874 150 0.00 0.00 0.00 0.00000 4FT 0 32.80 7.00 39.80 0.000 0.000 0.000 24 22 26 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 8.12 12.32 1.00 1.101 150 0.00 20.18 6.80 0.06919 4F4ET 0 23.80 37.00 60.80 4.207 0.000 4.207 24 26 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 12.32 12.32 1.00 1.101 150 0.00 0.00 0.00 0.00000 FT 0 14.40 6.00 24.40 0.000 0.000 0.000 26 28 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 12.32 19.02 1.00 1.101 150 0.00 20.18 6.80 0.06919 4F4ET 0 59.80 37.00 96.80 6.697 0.000 6.697 28 30 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 19.02 23.46 1.00 1.101 150 0.00 20.18 6.80 0.06919 8F 0 56.10 8.00 64.10 4.435 0.000 4.435 30 32 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 23.46 27.10 1.00 1.101 150 0.00 20.18 6.80 0.06919 8F 0 M.60 8.00 52.60 3.639 0.000 3.639 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 30.29 30.29 0.75 0.874 150 0.00 0.00 0.00 rQ T 0 6.00 3.00 9.00 0.000 0.000 0.000 10 34 0.0 000 Fire - Fire Sprinkler Hydraulics Calculaton Program Living Water Designs Scottsdale, AZ 85260 +Ellte Software Development, lnc. Madison 19 Page 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Noda! KFactor (K) Elevation (feet) SpUHose Discharge (gpm) Residual Pressure (psi) Nom. Dia. lnside Dia. C-Value q (gpm) a (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. FitLen. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 32 34 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 27.10 30.29 1.00 1.101 150 0.00 20.18 6.80 0.06919 5F2E 0 27.20 19.00 46.20 3.196 0.000 3.196 12 36 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 33.68 33.68 0.75 0.874 150 0.00 0.00 0.00 0.0 000rQ T 0 7.20 3.00 10.20 0.000 0.000 0.000 14 36 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 33.68 33.68 0.75 0.874 150 0.00 0.00 0.00 0.0 0000 T 0 6.80 3.00 9.80 0.000 0.000 0.000 36 38 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 33.68 33.68 0.75 0.874 150 0.00 0.00 0.00 0.00000 3F4E 0 18.00 31.00 49.00 0.000 0.000 0.000 38 40 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 33.68 33.68 1.00 1.101 150 0.00 0.00 0.00 0.00000 6FT 0 35.00 11.00 46.00 0.000 0.000 0.000 40 42 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 33.68 33.68 1.00 1.101 150 0.00 0.00 0.00 0.00000 F2ET 0 34.30 20.00 54.30 0.000 0.000 0.000 42 44 0.00 10.50 0.000.00 -2.00 0.00 TYPE L COPPER TUBE 33.68 39.09 1.00 1.025 150 0.00 0.00 0.00 0.00000 2E 0 3.00 6.00 9.00 0.000 5.413 5.413 44 46 0.00 0.00 -2.00 -2.00 HDPE 0.00 0.00 39.09 39.09 1.25 1.360 150 0.00 0.00 0.00 0 000 00 E 0 34.00 7.00 41.00 0.000 0.000 0.000 46 48 0.00 -2.00 0.000.00 0.00 0.00 TYPE L COPPER TUBE 39.09 38.23 1.00 1.025 150 0 00 00 00 0.00000 2E 0 3.00 6.00 9.00 0.000 -0.866 -0.866 0 0 34 50 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 30.29 33.68 1.00 1.101 150 0.00 20.18 6.80 0.06919 6FT 0 38.00 11.00 49.00 3.390 0.000 3.390 48 50 0.00 0.000.00 10.50 BLAZEMASTER CPVC 0.00 0.00 38.23 33.68 1.00 1.101 150 0.00 0.00 0.00 0.00000 5FE 0 36.80 12.00 48.80 0.000 4.547 4.546 50 75 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 33.68 36.48 1.00 1.101 150 0.00 20.18 6.80 0.06919 F2E 0 25.40 15.00 40.40 2.795 0.000 2.795 Fire - Fire Sprinkler Hydraulics Calculation Program Living Water Designs +Elite Software Development Madison 19 AZ 85260 4 Fire S rinkler Ou ut Data Overall Pipe Out ut Data cont'd Beg. End. Node Nodal KFactor (K) Elevation (feet) SpUHose Discharge (gpm) Residual Pressure (psi) Nom. Dia. lnside Dia. C-Value q (gpm) a (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 75 100 0.00 10.50 0.000.00 5.00 0.00 BLAZEMASTER CPVC 36.48 39.45 1.00 1.101 150 0.00 20.18 6.80 0.06919 3F 0 5.50 3.00 8.50 0.588 2.382 2.970 100 110 FS 3.00 psi 5.00 5.00 39.45 42.46 20.18 110 120 0.00 5.00 0.000.00 0.00 5.00 TYPE L COPPER TUBE 42.46 46.83 1.00 1.025 150 0.00 20.18 7.85 0.09802 ETC 0 5.50 17.00 22.50 2.205 2.165 4.370 120 130 0.00 0.00 5.000.00 -2.00 0.00 TYPE L COPPER TUBE 46.83 48.33 1.25 1.265 150 5.00 25.18 6.43 0.05300 3EG 0 3.00 9.10 12.10 0.641 0.866 1.507 130 140 0.00 0.00 -2.00 -2.00 HDPE 0.00 0.00 48.33 48.68 2.00 2.047 150 0.00 25.18 2.45 0.00508 2E 0 50.00 18.00 68.00 0.346 0.000 0.346 140 150 Meter 3.00 psi -2.00 -2.00 48.68 51.69 25.18 150 160 0.00 -2.00 0.000.00 -2.00 0.00 TYPE L COPPER TUBE 51.69 57.89 1.00 1.025 150 0.00 25.18 9.79 o.147 64 B 0 20.00 22.00 42.00 6.201 0.000 6.201 FittingLegend:F=45DegreeElbow,E=90DegreeElbow,L=LongTurnElbow,T=TeeorCross,B=ButterflyValve,G=Gate Valve, C = Check Valve Fire - Fire Sprinkler Hydraulics Calculaton Program Living Water Designs Scottsdale, M 85260 +Elite Softuvare Development lnc. Madison 19 Page 5 Fire S rinkler Out ut Summa Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residua! Pressure HMD Actual GPM: 1 7.31 psi 10.00 gpm S rinkler Summa Sprinkler System Type: Specified Area Of Application: Minimum Desired Density: Application Average Density: Application Average Area Per Sprinkler: Sprinkler Flow: Average Sprinkler Flow: Wet 392.00 0.050 0.051 196.00 20.18 10.09 ft2 gpm/ft2 gpm/ft2 ft2 gpm gpm FIow Velocity And lmbalance Summary Maximum Flow Velocity ( !n Pipe 150 - 160 ) Maximum Velocity Pressure ( ln Pipe 150 - 160 ) 9.79 fUsec 0.64 psi Allowable Maximum Nodal Pressure lmbalance Actual Maximum Nodal Pressure lmbalance: Actual Average Nodal Pressure lmbalance: Actual Maximum Nodal Flow lmbalance: Actual Average Nodal Flow lmbalance: 0.0100 0.0022 0.0011 0.0027 0.0002 psi psi psi gpm gpm Overall Network Summary Number Of Unique Pipe Sections Number Of Flowing Sprinklers: 31 2 32.86 galPipe System Water Volume: Sprinkler Flow: Non-Sprinkler Flow 20.18 spm 5.00 gpm Minimum Required Residua! Pressure At System lnflow Node: Demand Flow At System lnflow Node: 57.89 psi 25.18 gpm g9us8Eu Fire S rinkler Ou ut Data Hydraulic Supply/Demand Graph '6 o- o U)tt)o (L 100 90 80 70 60 50 40 30 20 10 0 o.L o.2 0.3 0.4 0.5 0.6 o.7 0.8 o.9 I Flowrate(x100) gpm Supply Gurve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 50 gpm Demand Cutve Data Calculated Residual Pressure: 57.89 psi Calculated Flow Rate: 25.18 gpm Excess Available Residual Pressure At Calculated Flow: 10.14 psi Pressure Required For First Sprinkler Downstream From lnflow Node To Flow: 0.00 psi 0 I 3 t -- - I I I I +Elite Softuvare Development lnc. Madison 19 Paqe 6 Fire - Fire Sprinkler Hydraulics Calculation Program Living Water Designs Scottsdale, M 85260 +Ellte Softntarc Development lnc. Madison 19 Page 1 General Project Data Report Project Title: Designed By: Code Reference Madison 19 Project File Name: Chad Ryan Date: Approving Agency: "F" FITTING = "T" RUN I B = ANGLE VALVE Phone: City, State Zip Code: Representative: Gity And State: Madison 19..fiw June 13,2016 Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building MECH 81454 Amundson Ave Building Owner: Phone at Building: City, State Zip Code: Proiect Data Description Of Hazard: Design Area Of Water Application Defau lt Sprinkler K-Factor: lnside Hose Stream Allowance: ln Rack Sprinkler Allowance: Residential 324 fr 0.00 K 0.00 gpm 0.00 gpm Sprinkler System Type: Wet Maximum Area Per Sprinkler: 324 ft'? Default Pipe Material: BLAZEMASTER CPVC Outside Hose Stream Allowance: 0.00 gpm Sprinkler Specifi cations Make: Size: ryco 7t16 Model: Temperature Rating 22v 175 F Water Supply Test Data Source Of lnformation Test Hydrant lD:Date Of Test: Hydrant Elevation: Test Flow Rate: Calculated System FIow Rate: Available Residual Pressure At System Flow: 0ft 50.00 gpm 22.01 gpm 68.47 psi Static Pressure: Test Residual Pressure: Calculated Inflow Residual Pressure: 70.00 psi 63.00 psi 56.88 psl Calculation P ect Data Demand 12.05 psi 0.00 fUs 31 30 1 Minimum Desired Flow Density: Maximum Frictional Loss / 100 feet: 0.05 gpm/ft2 20.00 psi Number Of lnactive Pipes: Number Of !nactive Sprinklers: 20 0 General Data Calculation Mode: HMD Minimum Residual Pressure: Maximum Water Velocity: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers: Fire - Fire Sprinkler Hydraulics Calculation Program Living Water Designs Scottsdale, AZ 85260 +Elite Softrvare Development lnc. Madison 19 Page2 Fire Sprinkler Output Data Overall Pipe Output Data Beg. End. Node Nodal KFactor (K) Elevation (feet) SpUHose Discharge (gpm) Residual Pressure (psi) Nom. Dia. lnside Dia. C-Value q (gpm) a (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 2 22 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 20.21 20.21 0.75 0.874 150 0.00 0.00 0.00 0 00000 7.10 3.00 10.10 0.000 0.000 0.000 T 0 4 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 20.z',|. 20.21 0.75 0.874 150 0 0 0 00 00 00 0 00000 2.40 3.00 5.40 0.000 0.000 0.000 22 T 0 5 6 4.90 10.00 17.010.00 10.50 0.00 BLAZEMASTER CPVC 12.05 13.00 0.75 0.874 150 17.01 17.01 9.10 0 1 5529 0.50 7.00 7.50 1.165 -0.217 0.948 E 0 8 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 33.31 33.31 0.75 0.874 150 0.00 0.00 0.00 0.00000 2F 0 9.80 2.00 11.80 0.000 0.000 0.000 10 10u 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 33.31 33.31 0.75 0.874 150 0.00 0.00 0.00 0.0 00 00 T 0 6.00 3.00 9.00 0.000 0.000 0.000 12 36 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 35.78 35.78 0.75 0.874 150 0.00 0.00 0.00 0.0 000 0 7.20 3.00 10.20 0.000 0.000 0.000 T 0 14 36 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 35.78 35.78 0.75 0.874 150 0.00 0.00 0.00 0.0000rQ T 0 6.80 3.00 9.80 0.000 0.000 0.000 22 26 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 20.21 20.21 1.00 1 .101 150 0.00 0.00 0.00 0.00000 4F4ET 0 23.80 37.00 60.80 0.000 0.000 0.000 6 24 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 13.00 19.18 0.75 0.874 150 0.00 17.01 9.10 0.15529 4FT 0 32.80 7.00 39.80 6.181 0.000 6.181 24 26 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 19.18 20.21 1.00 1.101 150 0.00 17.01 5.73 0.05044 FT 0 14.40 6.00 20.40 1.029 0.000 1.029 26 28 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 20.21 25.09 1.00 1.101 150 17.01 17.01 5.73 0.05044 4F4ET 0 59.80 37.00 96.80 4.883 0.000 4.883 28 30 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 25.09 28.32 1.00 1.101 150 0.00 17.01 5.73 0.05044 8F 0 56.10 8.00 il.10 3.233 0.000 3.233 Fire - Fire Sprinkler Hydraulics Calculation Program Living Water Designs Scottsdale, AZ 85260 +Elite Software Development lnc. Madison 19 Paqe 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Noda! KFactor (K) Elevation (feet) SpUHose Discharge (gpm) Residua! Pressure (psi) Nom. Dia. lnside Dia. C-Value q (gpm) a (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 30 32 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 28.32 30.98 1.00 1.101 150 0.00 17.O1 5.73 0.05044 8F 0 44.60 8.00 52.60 2.653 0.000 2.653 32 34 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 30.98 33.31 1.00 1.101 150 0.00 17.01 5.73 0.05044 5F2E 0 27.20 19.00 46.20 2.331 0.000 2.331 36 38 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 35.78 35.78 0.75 0.874 150 0.00 0.00 0.00 0.00000 3F4E 0 18.00 31.00 49.00 0.000 0.000 0.000 38 40 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 35.78 35.78 1.00 1.101 150 0.00 0.00 0.00 0.00000 6FT 0 35.00 11.00 46.00 0.000 0.000 0.000 40 42 0.00 10.50 0.000.00 10.50 0.00 BLAZEMASTER CPVC 35.78 35.78 1.00 1.101 150 0.00 0.00 0.00 0.00000 FzET 0 34.30 20.00 54.30 0.000 0.000 0.000 42 44 0.00 10.50 0.000.00 -2.00 0.00 TYPE L COPPER TUBE 35.78 41.19 1.00 1.025 150 0.00 0.00 0.00 0.00000 2E 0 3.00 6.00 9.00 0.000 -5.413 -5.412 4 46 0.00 0.00 -2.00 -2.00 HDPE 0.00 0.00 41.19 41.19 1.25 1.360 150 0.00 0.00 0.00 0 00000 34.00 7.00 41.00 0.000 0.000 0.000 E 0 46 48 0.00 -2.00 0.000.00 0.00 0.00 TYPE L COPPER TUBE 41.19 40.33 1.00 1.025 150 0.00 0.00 0.00 0.00000 2E 0 3.00 6.00 9.00 0.000 0.866 0.866 48 50 0.00 0.000.00 10.50 BLAZEMASTER CPVC 0.00 0.00 40.33 35.78 1.00 1.101 150 0.00 0.00 0.00 0.00000 5FE 0 36.80 12.00 48.80 0.000 4.547 4.547 u 50 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 33.31 35.78 1.00 1.101 150 17.01 17.01 5.73 0.05044 6FT 0 38.00 11.00 49.00 2.472 0.000 2.472 50 75 0.00 10.500.00 10.50 BLAZEMASTER CPVC 0.00 0.00 35.78 37.82 1.00 1.101 150 17.01 17.01 5.73 0.05044 F2E 0 25.40 15.00 40.40 2.038 0.000 2.038 75 100 0.00 10.500.00 5.00 BLAZEMASTER CPVC 0.00 0.00 37.82 40.63 1.00 1.101 150 0.00 17.01 5.73 0.05044 3F 0 5.50 3.00 8.50 0.429 2.382 2.810 Fire S rinkler Out ut Data Overall Pipe Output Data (cont'd) Beg Nodal KFactor (K) Elevation (feet) SpUHose Discharge (gpm) Residual Pressure (psi) Nom. Dia. lnside Dia. C-Value q (gpm) a (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) End. Node 100 110 FS 3.00 psi 5.00 5.00 40.63 43.63 17.01 110 120 0.00 5.00 0.000.00 0.00 5.00 TYPE L COPPER TUBE 43.63 47.41 1.00 1.025 150 0.00 17.01 6.61 0.07146 ETC 0 5.50 17.00 22.50 1.608 2.165 3.773 1 20 30 0.00 0.00 5.000.00 -2.00 0.00 TYPE L COPPER TUBE 47.41 48.77 1.25 1.265 150 5.00 22.01 5.62 0.04132 3EG 0 3.00 9.10 12.10 0.500 0.866 1.366 1 130 140 0.00 0.00 -2.00 -2.00 HDPE 0.00 0.00 48.77 49.04 2.00 2.047 150 0.00 22.01 2.15 0.00396 2E 0 50.00 18.00 68.00 0.270 0.000 0.270 140 150 Meter 3.00 psi -2.00 -2.00 49.04 52.05 22.01 150 160 0.00 -2.00 0.000.00 -2.00 0.00 WPE L COPPER TUBE 52.05 56.88 1.00 1.025 150 0.00 22.01 8.56 0.115 12 B 0 20.00 22.00 42.00 4.835 0.000 4.835 Fifting Legend: F=45DegreeElbow,E=90DegreeElbow,L=LongTumElbow,T=TeeorCross,B=ButterflyValve,G=Gate Valve,C=CheckValve Fire - Fire Sprinkler Hydraulics Calculation Program Living Water Designs Scottsdale. AZ 85260 -E= Ellte Software Development lnc. Madison 19 Paoe 4 Fire - Fire Sprinkler Hydraulics Galculation Program Living Water Designs Scottsdale, M 85260 +Ellte Software Development lnc. Madison 19 Pase 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure HMD Actual GPM: 5 12.05 psi 17.01 gpm Sprinkler Summary Sprinkler System Type: Specified Area Of Application: Minimum Desired Density: Application Average Density: Application Average Area Per Sprinkler: Sprinkler Flow: Average Sprinkler Flow: Wet 324.00 0.050 0.052 324.00 17.01 17.01 ft2 gpm/ft2 gpm/ft2 ft2 gpm gpm Flow Velocity And lmbalance Summary Maximum Flow Velocity ( !n Pipe 5 - 6 ) Maximum Velocity Pressure ( ln Pipe 5 - 6 ) 9.10 fUsec 0.56 psi Allowable Maximum Nodal Pressure !mbalance Actual Maximum Nodal Pressure lmbalance: Actual Average Nodal Pressure lmbalance: Actua! Maximum Nodal Flow !mbalance: Actual Average Nodal Flow lmbalance: 0.0100 psi 0.0063 psi 0.0040 psi -0.0014 gpm 0.0001 gpm Overall Network Summary Number Of Unique Pipe Sections: Number Of Flowing Sprinklers: 30 1 Pipe System Water Volume:32.42 gal Sprinkler Flow: Non-Sprinkler Flow: 17.01 gpm 5.00 gpm Minimum Required Residua! Pressure At System lnflow Node: Demand Flow At System lnflow Node: 56.88 psi 22.01 gpm ; Fire Sprinkler Output Data Hydraulic Supply/Demand Graph '6 o- o atho (L 100 90 80 70 60 50 40 30 20 10 0 o.l o.2 o.3 0.4 o.5 0.6 o.7 o.8 0.9 I Flowrate(x100) gpm Supply Gurve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 50 gpm Demand Curve Data Calculated Residual Pressure: 56.88 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 1 1.59 psi Pressure Required For First Sprinkler Downstream From lnflow Node To Flow: 0.00 psi 3< ? -r --_ I I I Fire - Fire Sprinkler Hydraulics Calculation Program Living Water Designs Scottsdale. M 85260 +Elite Softutare Development lnc. Madison 19 Paoe 6