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HomeMy WebLinkAboutF12-0089 calcsFire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 2 General Project Data Report General Data Project Title:Holiday Inn / ApexProject File Name:Holiday Inn Apex..fiw Designed By:Bojar VodaDate:November 01, 2012 Code Reference:13, Ordinary 1Approving Agency:Vail Fire Department The extra 15' of 3" pipe between nodes 71 and 72 is to account for an in line strainer (see cut sheet) Client Name:Holiday InnPhone:(970)-476-2739 Address:2211 North Frontage RoadCity, State Zip Code:West Vail, Colorado 81657 Company Name:Fire Sprinkler Services, Inc.Representative:Bojar Voda Company Address:241 Mel Rey Rd,City And State:Glenwood Springs, CO 81601 Phone:(970) 928-9163 Symbol M between nodes 80 and 81 represents PRV valve (see cut sheets) Building Name:Holiday Inn West VailBuilding Owner:Holiday Inns Inc. Contact at Building:Jason YeashPhone at Building: Address Of Building:2211 North Frontage RoadCity, State Zip Code:West Vail, Colorado 81657 Project Data Description Of Hazard:ORDINARY 1Sprinkler System Type:Wet Design Area Of Water Application:1518ft²Maximum Area Per Sprinkler:47ft² Default Sprinkler K-Factor:2.80KDefault Pipe Material:SCHED 10 WET STEEL Inside Hose Stream Allowance:0.00gpmOutside Hose Stream Allowance:250.00gpm In Rack Sprinkler Allowance:0.00gpm Sprinkler Specifications Make:TYCOModel:TY_FRB Size:3/8"Temperature Rating:155F The extra 15' of 3" pipe between nodes 71 and 72 is to account for an in line strainer (see cut sheet) Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation:0ftStatic Pressure:100.00psi Test Flow Rate:500.00gpmTest Residual Pressure:90.00psi Calculated System Flow Rate:253.93gpmCalculated Inflow Residual Pressure:86.30psi Available Residual Pressure At System Flow:97.14psi Calculation Project Data Calculation Mode:Demand HMD Minimum Residual Pressure:7.00psiMinimum Desired Flow Density:0.15gpm/ft² Maximum Water Velocity:20.00ft/sMaximum Frictional Loss / 100 feet:20.00psi Number Of Active Nodes:83 Number Of Active Pipes:82Number Of Inactive Pipes:0 Number Of Active Sprinklers:32Number Of Inactive Sprinklers:0 I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM Fire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 3 Fire Sprinkler Output Data Overall Pipe Output Data Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 12.8019.008.068.291.258.060.0051412.500.126 30.0021.000.007.551.4428.063E12.00-0.866 SCHED 10 WET STEEL1201.58024.50-0.740 22.8022.007.417.001.007.410.016670.750.113 30.0021.000.007.551.0977.41T6.000.433 SCHED 10 WET STEEL1202.5106.750.546 30.0021.000.007.551.250.000.0171811.670.201 50.0021.000.007.75 1.44215.47-----0.000.000 SCHED 10 WET STEEL1203.04011.670.201 42.8022.007.517.201.007.510.017100.750.115 50.0021.000.007.751.0977.51T6.000.433 SCHED 10 WET STEEL1202.5506.750.548 50.0021.000.007.751.250.000.0357412.170.721 70.0018.000.009.77 1.44222.982E8.001.299 SCHED 10 WET STEEL1204.51020.172.020 62.8019.008.499.201.008.490.021450.420.138 70.0018.000.009.771.0978.49T6.000.433 SCHED 10 WET STEEL1202.8806.420.571 70.0018.000.009.771.250.000.063956.250.847 80.0016.500.0011.261.44231.47T7.000.650 SCHED 10 WET STEEL1206.18013.251.497 92.8019.008.068.291.258.060.0051512.500.126 110.0021.000.007.551.4428.063E12.00-0.866 SCHED 10 WET STEEL1201.58024.50-0.740 102.8022.007.417.001.007.410.016680.750.113 110.0021.000.007.55 1.0977.41T6.000.433 SCHED 10 WET STEEL1202.5206.750.546 110.0021.000.007.551.250.000.0171911.670.201 130.0021.000.007.75 1.44215.47-----0.000.000 SCHED 10 WET STEEL1203.04011.670.201 122.8022.007.517.201.007.510.017110.750.116 130.0021.000.007.75 1.0977.51T6.000.433 SCHED 10 WET STEEL1202.5506.750.549 130.0021.000.007.751.250.000.0357612.170.721 150.0018.000.009.77 1.44222.992E8.001.299 SCHED 10 WET STEEL1204.52020.172.020 I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM Fire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 4 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 142.8019.008.499.201.008.490.021460.420.138 150.0018.000.009.77 1.0978.49T6.000.433 SCHED 10 WET STEEL1202.8806.420.571 80.0016.500.0011.263.000.000.001204.000.005 160.0016.500.0011.27 3.26031.47-----0.000.000 SCHED 10 WET STEEL1201.2104.000.005 150.0018.000.009.771.250.000.063986.250.848 160.0016.500.0011.27 1.44231.48T7.000.650 SCHED 10 WET STEEL1206.18013.251.497 172.8019.008.078.301.258.070.0051512.500.126 190.0021.000.007.561.4428.073E12.00-0.866 SCHED 10 WET STEEL1201.59024.50-0.740 182.8022.007.427.021.007.420.016710.750.113 190.0021.000.007.56 1.0977.42T6.000.433 SCHED 10 WET STEEL1202.5206.750.546 190.0021.000.007.561.250.000.0172211.670.201 210.0021.000.007.76 1.44215.49-----0.000.000 SCHED 10 WET STEEL1203.04011.670.201 202.8022.007.527.221.007.520.017140.750.116 210.0021.000.007.76 1.0977.52T6.000.433 SCHED 10 WET STEEL1202.5506.750.549 210.0021.000.007.761.250.000.0358212.170.723 230.0018.000.009.79 1.44223.012E8.001.299 SCHED 10 WET STEEL1204.52020.172.022 222.8019.008.509.221.008.500.021500.420.138 230.0018.000.009.79 1.0978.50T6.000.433 SCHED 10 WET STEEL1202.8906.420.571 160.0016.500.0011.273.000.000.004344.000.017 240.0016.500.0011.28 3.26062.95-----0.000.000 SCHED 10 WET STEEL1202.4204.000.017 230.0018.000.009.791.250.000.064096.250.849 240.0016.500.0011.28 1.44231.51T7.000.650 SCHED 10 WET STEEL1206.19013.251.499 252.8019.008.088.331.258.080.0051712.500.127 270.0021.000.007.591.4428.083E12.00-0.866 SCHED 10 WET STEEL1201.59024.50-0.739 I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM Fire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 5 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 262.8022.007.437.051.007.430.016780.750.113 270.0021.000.007.59 1.0977.43T6.000.433 SCHED 10 WET STEEL1202.5206.750.546 270.0021.000.007.591.250.000.0172811.670.202 290.0021.000.007.80 1.44215.52-----0.000.000 SCHED 10 WET STEEL1203.05011.670.202 282.8022.007.547.251.007.540.017210.750.116 290.0021.000.007.80 1.0977.54T6.000.433 SCHED 10 WET STEEL1202.5606.750.549 290.0021.000.007.801.250.000.0359512.170.725 310.0018.000.009.82 1.44223.052E8.001.299 SCHED 10 WET STEEL1204.53020.172.024 302.8019.008.529.251.008.520.021570.420.138 310.0018.000.009.82 1.0978.52T6.000.433 SCHED 10 WET STEEL1202.8906.420.571 240.0016.500.0011.283.000.000.009204.000.037 320.0016.500.0011.32 3.26094.46-----0.000.000 SCHED 10 WET STEEL1203.6304.000.037 310.0018.000.009.821.250.000.064326.250.852 320.0016.500.0011.32 1.44231.57T7.000.650 SCHED 10 WET STEEL1206.20013.251.502 332.8019.008.118.381.258.110.0052012.500.127 350.0021.000.007.651.4428.113E12.00-0.866 SCHED 10 WET STEEL1201.59024.50-0.739 342.8022.007.467.101.007.460.016890.750.114 350.0021.000.007.65 1.0977.46T6.000.433 SCHED 10 WET STEEL1202.5306.750.547 350.0021.000.007.651.250.000.0173911.670.203 370.0021.000.007.85 1.44215.57-----0.000.000 SCHED 10 WET STEEL1203.06011.670.203 362.8022.007.567.301.007.560.017330.750.117 370.0021.000.007.85 1.0977.56T6.000.433 SCHED 10 WET STEEL1202.5706.750.550 370.0021.000.007.851.250.000.0361812.170.730 390.0018.000.009.88 1.44223.132E8.001.299 SCHED 10 WET STEEL1204.54020.172.029 I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM Fire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 6 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 382.8019.008.549.311.008.540.021690.420.139 390.0018.000.009.88 1.0978.54T6.000.433 SCHED 10 WET STEEL1202.9006.420.572 320.0016.500.0011.323.000.000.015684.000.063 400.0016.500.0011.38 3.260126.03-----0.000.000 SCHED 10 WET STEEL1204.8404.000.063 390.0018.000.009.881.250.000.064716.250.857 400.0016.500.0011.38 1.44231.67T7.000.650 SCHED 10 WET STEEL1206.22013.251.507 412.8019.008.148.461.258.140.0052512.500.129 430.0021.000.007.721.4428.143E12.00-0.866 SCHED 10 WET STEEL1201.60024.50-0.737 422.8022.007.507.181.007.500.017060.750.115 430.0021.000.007.72 1.0977.50T6.000.433 SCHED 10 WET STEEL1202.5506.750.548 430.0021.000.007.721.250.000.0175511.670.205 450.0021.000.007.93 1.44215.65-----0.000.000 SCHED 10 WET STEEL1203.07011.670.205 442.8022.007.617.381.007.610.017500.750.118 450.0021.000.007.93 1.0977.61T6.000.433 SCHED 10 WET STEEL1202.5806.750.551 450.0021.000.007.931.250.000.0365312.170.737 470.0018.000.009.96 1.44223.252E8.001.299 SCHED 10 WET STEEL1204.57020.172.036 462.8019.008.589.391.008.580.021880.420.140 470.0018.000.009.96 1.0978.58T6.000.433 SCHED 10 WET STEEL1202.9106.420.573 400.0016.500.0011.383.000.000.023744.000.095 480.0016.500.0011.48 3.260157.70-----0.000.000 SCHED 10 WET STEEL1206.0604.000.095 470.0018.000.009.961.250.000.065316.250.865 480.0016.500.0011.48 1.44231.83T7.000.650 SCHED 10 WET STEEL1206.25013.251.515 492.8019.008.208.571.258.200.0053112.500.130 510.0021.000.007.831.4428.203E12.00-0.866 SCHED 10 WET STEEL1201.61024.50-0.736 I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM Fire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 7 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 502.8022.007.567.281.007.560.017290.750.117 510.0021.000.007.83 1.0977.56T6.000.433 SCHED 10 WET STEEL1202.5706.750.550 510.0021.000.007.831.250.000.0177811.670.207 530.0021.000.008.04 1.44215.75-----0.000.000 SCHED 10 WET STEEL1203.09011.670.207 522.8022.007.667.491.007.660.017740.750.120 530.0021.000.008.04 1.0977.66T6.000.433 SCHED 10 WET STEEL1202.6006.750.553 530.0021.000.008.041.250.000.0370112.170.746 550.0018.000.0010.09 1.44223.422E8.001.299 SCHED 10 WET STEEL1204.60020.172.045 542.8019.008.649.511.008.640.022140.420.142 550.0018.000.0010.09 1.0978.64T6.000.433 SCHED 10 WET STEEL1202.9306.420.575 480.0016.500.0011.483.000.000.033374.000.133 560.0016.500.0011.61 3.260189.53-----0.000.000 SCHED 10 WET STEEL1207.2904.000.133 550.0018.000.0010.091.250.000.066156.250.876 560.0016.500.0011.61 1.44232.05T7.000.650 SCHED 10 WET STEEL1206.30013.251.526 572.8019.008.278.711.258.270.0053912.500.132 590.0021.000.007.981.4428.273E12.00-0.866 SCHED 10 WET STEEL1201.62024.50-0.734 582.8022.007.637.431.007.630.017610.750.119 590.0021.000.007.98 1.0977.63T6.000.433 SCHED 10 WET STEEL1202.5906.750.552 590.0021.000.007.981.250.000.0180811.670.211 610.0021.000.008.19 1.44215.90-----0.000.000 SCHED 10 WET STEEL1203.12011.670.211 602.8022.007.747.641.007.740.018070.750.122 610.0021.000.008.19 1.0977.74T6.000.433 SCHED 10 WET STEEL1202.6306.750.555 610.0021.000.008.191.250.000.0376512.170.759 630.0018.000.0010.25 1.44223.642E8.001.299 SCHED 10 WET STEEL1204.64020.172.058 I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM Fire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 8 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 622.8019.008.719.671.008.710.022480.420.144 630.0018.000.0010.25 1.0978.71T6.000.433 SCHED 10 WET STEEL1202.9606.420.577 560.0016.500.0011.613.000.000.044554.000.178 640.0016.500.0011.79 3.260221.58-----0.000.000 SCHED 10 WET STEEL1208.5204.000.178 630.0018.000.0010.251.250.000.067276.250.891 640.0016.500.0011.79 1.44232.34T7.000.650 SCHED 10 WET STEEL1206.35013.251.541 640.0016.500.0011.793.000.000.057323.670.726 650.0016.500.0012.52 3.260253.93E9.000.000 SCHED 10 WET STEEL1209.76012.670.726 650.0016.500.0012.523.000.000.057322.500.659 660.0016.500.0013.18 3.260253.93E9.000.000 SCHED 10 WET STEEL1209.76011.500.659 660.0016.500.0013.183.000.000.057323.830.735 670.0014.000.0014.99 3.260253.93E9.001.083 SCHED 10 WET STEEL1209.76012.831.818 670.0014.000.0014.993.000.000.0573215.001.376 680.00-1.000.0022.873.260253.93E9.006.495 SCHED 10 WET STEEL1209.76024.007.871 680.00-1.000.0022.87 4.000.000.0263012.580.704 690.00-1.000.0023.574.100253.932E14.200.000 CAST IRON, CLS 2501006.17026.780.704 690.00-1.000.0023.57 3.000.000.0573212.001.204 700.0011.000.0019.58 3.260253.93E9.00-5.196 SCHED 10 WET STEEL1209.76021.00-3.992 700.0011.000.0019.583.000.000.057327.170.927 710.0011.000.0020.50 3.260253.93E9.000.000 SCHED 10 WET STEEL1209.76016.170.927 710.0011.000.0020.503.000.000.0573220.001.662 720.006.000.0024.33 3.260253.93E9.002.165 SCHED 10 WET STEEL1209.76029.003.827 72 Backflo Prev 6.0024.33253.93 7312.00 psi6.0036.33 I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM Fire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 9 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 730.006.000.0036.332.500.000.161626.002.263 740.0012.000.0036.00 2.635253.93E8.00-2.598 SCHED 10 WET STEEL12014.94014.00-0.335 740.0012.000.0036.002.500.000.1616228.927.260 750.0012.000.0043.26 2.635253.93T16.000.000 SCHED 10 WET STEEL12014.94044.927.260 750.0012.000.0043.262.500.000.1616295.0017.940 760.0012.000.0061.20 2.635253.93T16.000.000 SCHED 10 WET STEEL12014.940111.0017.940 760.0012.000.0061.202.500.000.1616224.425.240 770.0012.000.0066.44 2.635253.93E8.000.000 SCHED 10 WET STEEL12014.94032.425.240 770.0012.000.0066.442.500.000.161626.252.303 780.0012.000.0068.74 2.635253.93E8.000.000 SCHED 10 WET STEEL12014.94014.252.303 780.0012.000.0068.742.500.000.161628.003.879 790.004.000.0076.08 2.635253.93T16.003.464 SCHED 10 WET STEEL12014.94024.007.343 790.004.000.0076.084.000.000.015582.000.031 800.004.000.0076.12 4.260253.93-----0.000.000 SCHED 10 WET STEEL1205.7202.000.031 80Meter4.0076.12253.93 812.00 psi4.0078.12 81 Backflo Prev 4.0078.12253.93 828.00 psi4.0086.12 820.004.000.0086.126.000.000.00368260.001.043 830.006.000.0086.306.140253.93TG23.50-0.866 CAST IRON, CLS 2501002.750283.500.177 I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM Fire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 10 Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Sprinkler Node No. Area Group Code Sprinkler KFactor (K) Sprinkler Elevation (feet) Residual Pressure (psi) Flowing Area (ft²) Flowing Density (gpm/ft²) Sprinkler Discharge (gpm) 12.8019.008.2948.300.1678.06 Sub Totals For Non-Group48.300.1678.06 22.8022.007.0048.300.1537.41 Sub Totals For Non-Group48.300.1537.41 42.8022.007.2048.300.1567.51 Sub Totals For Non-Group48.300.1567.51 62.8019.009.2048.300.1768.49 Sub Totals For Non-Group48.300.1768.49 92.8019.008.2948.300.1678.06 Sub Totals For Non-Group48.300.1678.06 102.8022.007.0048.300.1537.41 Sub Totals For Non-Group48.300.1537.41 122.8022.007.2048.300.1567.51 Sub Totals For Non-Group48.300.1567.51 142.8019.009.2048.300.1768.49 Sub Totals For Non-Group48.300.1768.49 172.8019.008.3048.300.1678.07 Sub Totals For Non-Group48.300.1678.07 182.8022.007.0248.300.1547.42 Sub Totals For Non-Group48.300.1547.42 202.8022.007.2248.300.1567.52 Sub Totals For Non-Group48.300.1567.52 222.8019.009.2248.300.1768.50 Sub Totals For Non-Group48.300.1768.50 252.8019.008.3348.300.1678.08 Sub Totals For Non-Group48.300.1678.08 262.8022.007.0548.300.1547.43 Sub Totals For Non-Group48.300.1547.43 282.8022.007.2548.300.1567.54 Sub Totals For Non-Group48.300.1567.54 302.8019.009.2548.300.1768.52 Sub Totals For Non-Group48.300.1768.52 332.8019.008.3848.300.1688.11 Sub Totals For Non-Group48.300.1688.11 342.8022.007.1048.300.1547.46 I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM Fire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 11 Fire Sprinkler Output Data Overall Sprinkler Output Data (cont'd) Flowing Sprinkler Node No. Area Group Code Sprinkler KFactor (K) Sprinkler Elevation (feet) Residual Pressure (psi) Flowing Area (ft²) Flowing Density (gpm/ft²) Sprinkler Discharge (gpm) Sub Totals For Non-Group48.300.1547.46 362.8022.007.3048.300.1577.56 Sub Totals For Non-Group48.300.1577.56 382.8019.009.3148.300.1778.54 Sub Totals For Non-Group48.300.1778.54 412.8019.008.4648.300.1698.14 Sub Totals For Non-Group48.300.1698.14 422.8022.007.1848.300.1557.50 Sub Totals For Non-Group48.300.1557.50 442.8022.007.3848.300.1577.61 Sub Totals For Non-Group48.300.1577.61 462.8019.009.3948.300.1788.58 Sub Totals For Non-Group48.300.1788.58 492.8019.008.5748.300.1708.20 Sub Totals For Non-Group48.300.1708.20 502.8022.007.2848.300.1567.56 Sub Totals For Non-Group48.300.1567.56 522.8022.007.4948.300.1597.66 Sub Totals For Non-Group48.300.1597.66 542.8019.009.5148.300.1798.64 Sub Totals For Non-Group48.300.1798.64 572.8019.008.7148.300.1718.27 Sub Totals For Non-Group48.300.1718.27 582.8022.007.4348.300.1587.63 Sub Totals For Non-Group48.300.1587.63 602.8022.007.6448.300.1607.74 Sub Totals For Non-Group48.300.1607.74 622.8019.009.6748.300.1808.71 Sub Totals For Non-Group48.300.1808.71 Totals For All Groups1545.600.164253.93 I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM Fire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 12 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:2 HMD Actual Residual Pressure:7.00psi HMD Actual GPM:7.41gpm Sprinkler Summary Sprinkler System Type:Wet Specified Area Of Application:1518.00ft² Minimum Desired Density:0.150gpm/ft² Application Average Density:0.167gpm/ft² Application Average Area Per Sprinkler:47.44ft² Sprinkler Flow:253.93gpm Average Sprinkler Flow:7.94gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 76 - 77 )14.94ft/sec Maximum Velocity Pressure ( In Pipe 76 - 77 )1.50psi Allowable Maximum Nodal Pressure Imbalance:0.0000psi Actual Maximum Nodal Pressure Imbalance:0.0000psi Actual Average Nodal Pressure Imbalance:0.0000psi Actual Maximum Nodal Flow Imbalance:0.0000gpm Actual Average Nodal Flow Imbalance:0.0000gpm Overall Network Summary Number Of Unique Pipe Sections:82 Number Of Flowing Sprinklers:32 Pipe System Water Volume:527.41gal Sprinkler Flow:253.93gpm Non-Sprinkler Flow:0.00gpm Minimum Required Residual Pressure At System Inflow Node:86.30psi Demand Flow At System Inflow Node:253.93gpm I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM Fire - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc. A & A Fire Protection Holiday Inn / Apex New Castle, CO 81647 Page 13 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pr e s s u r e p s i Flowrate(x100) gpm 100 90 64 0 10 20 30 40 50 60 70 80 90 100 1 2 3 4 5 6 7 8 9 10 Supply Curve Data Static Pressure: 100 psi Test Residual Pressure: 90 psi Test Flow Rate: 500 gpm Demand Curve Data Calculated Residual Pressure: 86.30 psi Calculated Flow Rate: 253.93 gpm Excess Available Residual Pressure At Calculated Flow: 10.85 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 27.63 psi I:\GVWF\12800\09\Holiday Inn Apex..fiwTuesday, November 06, 2012, 5:05 PM