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HomeMy WebLinkAbout4498 LRC HYD CALC RA-03Ryan Fireprotection Inc. 9740 E. 148th Street Noblesville, IN 46060 800.409.7606 Job Name : LANDMARK Building : 13590 N. MERIDIAN ST. Location : ATTIC (AP) System : 1 Contract : 4498 Data File : 4498 LANDMARK RA-03-DRY.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 1 LANDMARK Date 10/23/18 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) City Water Supply: Demand: C1 C2 C1 - Static Pressure : 90 C2 - Residual Pressure: 80 C2 - Residual Flow : 1200 D1 - Elevation : 5.596 D2 - System Flow : 220.264 D2 - System Pressure : 34.974 Hose ( Demand ) : 100 D3 - System Demand : 320.264 Safety Margin : 54.158 D1 D2 D3 Water Supply Curve C Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 2 LANDMARK Date 10/23/18 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 I 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90' Ell Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 Zcb Colt C200 Vert Butt Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 3 LANDMARK Date 10/23/18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S22 15.92 5.6 7.0 na 14.82 0.1 120 7.0 S23 15.92 5.6 7.12 na 14.95 0.1 120 7.0 S24 15.92 5.6 7.47 na 15.3 0.1 120 7.0 S25 15.92 5.6 8.21 na 16.04 0.1 120 7.0 S28 15.92 5.6 7.68 na 15.52 0.1 120 7.0 S27 15.92 5.6 7.81 na 15.65 0.1 120 7.0 S26 15.92 5.6 8.18 na 16.02 0.1 120 7.0 S29 19.5 5.6 7.05 na 14.87 0.1 120 7.0 S30 19.5 5.6 7.31 na 15.14 0.1 120 7.0 S31 15.92 5.6 9.06 na 16.86 0.1 120 7.0 S32 18.52 5.6 7.86 na 15.7 0.1 120 7.0 S34 18.52 5.6 8.71 na 16.53 0.1 120 7.0 S33 18.52 5.6 7.78 na 15.62 0.1 120 7.0 S35 15.92 5.6 9.51 na 17.27 0.1 120 7.0 231 15.92 9.67 na 232 15.92 9.81 na 233 15.92 10.25 na 235 15.92 10.14 na 234 15.92 10.29 na S20 15.92 14.61 na S21 15.92 14.61 na S13 16.7 14.85 na S14 16.7 14.85 na S15 16.7 14.85 na S19 16.7 14.85 na S18 16.7 14.85 na S17 16.7 14.85 na S16 16.7 14.85 na X1 16.7 14.85 na Z2 16.7 14.28 na Z1 16.7 14.28 na J1 19.5 7.89 na J2 19.5 8.1 na J3 18.52 9.91 na J4 19.5 12.99 na J5 15.3 14.88 na J6 16.79 14.82 na K1 0.0 20.22 na K2 13.1 14.59 na K3 12.9 14.72 na K4 12.8 15.89 na K5 12.75 15.99 na K6 12.7 16.59 na K7 12.67 20.83 na K8 11.67 21.39 na TR2 9.32 24.63 na BR2 4.49 29.72 na TR1 11.67 26.15 na BR1 4.49 29.72 na UG1 -6.0 38.64 na SRC 3.0 34.97 na 100.0 The maximum velocity is 15.64 and it occurs in the pipe between nodes J1 and K1 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 4 LANDMARK Date 10/23/18 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf S22 15.920 5.60 14.82 1.5 E 3.533 8.200 100 7.000 to 0.0 3.533 0.0 S23 15.920 14.82 1.682 0.0 11.733 0.0105 0.123 Vel = 2.14 S23 15.920 5.60 14.94 1.5 0.0 9.000 100 7.123 to 0.0 0.0 0.0 S24 15.920 29.76 1.682 0.0 9.000 0.0382 0.344 Vel = 4.30 S24 15.920 5.60 15.30 1.5 0.0 9.000 100 7.467 to 0.0 0.0 0.0 S25 15.920 45.06 1.682 0.0 9.000 0.0822 0.740 Vel = 6.51 S25 15.920 5.60 16.05 1.5 T 7.065 1.500 100 8.207 to 0.0 7.066 -1.550 J1 19.500 61.11 1.682 0.0 8.566 0.1443 1.236 Vel = 8.82 0.0 J1 61.11 7.893 K Factor = 21.75 S28 15.920 5.60 15.52 1.5 E 3.533 8.200 100 7.676 to 0.0 3.533 0.0 S27 15.920 15.52 1.682 0.0 11.733 0.0114 0.134 Vel = 2.24 S27 15.920 5.60 15.65 1.5 0.0 9.000 100 7.810 to 0.0 0.0 0.0 S26 15.920 31.17 1.682 0.0 9.000 0.0417 0.375 Vel = 4.50 S26 15.920 5.60 16.02 1.5 T 7.065 7.000 100 8.185 to 0.0 7.066 -1.550 J1 19.500 47.19 1.682 0.0 14.066 0.0894 1.258 Vel = 6.81 0.0 J1 47.19 7.893 K Factor = 16.80 S29 19.500 5.60 14.87 1 T 3.568 6.330 100 7.052 to 0.0 3.568 0.0 J2 19.500 14.87 1.049 0.0 9.898 0.1054 1.043 Vel = 5.52 0.0 J2 14.87 8.095 K Factor = 5.23 S30 19.500 5.60 15.14 1 T 3.568 3.670 100 7.307 to 0.0 3.568 0.0 J2 19.500 15.14 1.049 0.0 7.238 0.1089 0.788 Vel = 5.62 0.0 J2 15.14 8.095 K Factor = 5.32 S31 15.920 5.60 16.86 1 T 3.568 1.000 100 9.059 to 0.0 3.568 0.0 231 15.920 16.86 1.049 0.0 4.568 0.1329 0.607 Vel = 6.26 0.0 231 16.86 9.666 K Factor = 5.42 S32 18.520 5.60 15.70 1 T 3.568 3.500 100 7.857 to 0.0 3.568 1.126 232 15.920 15.7 1.049 0.0 7.068 0.1164 0.823 Vel = 5.83 0.0 232 15.70 9.806 K Factor = 5.01 S34 18.520 5.60 16.53 1 0.0 3.500 100 8.712 to 0.0 0.0 1.126 234 15.920 16.53 1.049 0.0 3.500 0.1283 0.449 Vel = 6.14 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 5 LANDMARK Date 10/23/18 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 234 16.53 10.287 K Factor = 5.15 S33 18.520 5.60 15.62 1 T 3.568 8.083 100 7.775 to 0.0 3.568 1.126 233 15.920 15.62 1.049 0.0 11.651 0.1154 1.344 Vel = 5.80 0.0 233 15.62 10.245 K Factor = 4.88 S35 15.920 5.60 17.27 1 T 3.568 1.000 100 9.506 to 0.0 3.568 0.0 235 15.920 17.27 1.049 0.0 4.568 0.1388 0.634 Vel = 6.41 0.0 235 17.27 10.140 K Factor = 5.42 231 15.920 16.86 1.5 0.0 10.500 100 9.666 to 0.0 0.0 0.0 232 15.920 16.86 1.682 0.0 10.500 0.0133 0.140 Vel = 2.43 232 15.920 15.69 1.5 0.0 9.750 100 9.806 to 0.0 0.0 0.0 233 15.920 32.55 1.682 0.0 9.750 0.0450 0.439 Vel = 4.70 233 15.920 15.62 1.5 T 7.065 1.420 100 10.245 to 0.0 7.066 -1.126 J3 18.520 48.17 1.682 0.0 8.486 0.0930 0.789 Vel = 6.96 0.0 J3 48.17 9.908 K Factor = 15.30 235 15.920 17.27 1.5 0.0 10.500 100 10.140 to 0.0 0.0 0.0 234 15.920 17.27 1.682 0.0 10.500 0.0140 0.147 Vel = 2.49 234 15.920 16.52 1.5 T 7.065 8.420 100 10.287 to 0.0 7.066 -1.126 J3 18.520 33.79 1.682 0.0 15.486 0.0482 0.747 Vel = 4.88 0.0 J3 33.79 9.908 K Factor = 10.73 S20 15.920 0.0 1 T 3.568 6.500 100 14.614 to 0.0 3.568 -0.338 Z2 16.700 0.0 1.049 0.0 10.068 0 0.0 Vel = 0 0.0 Z2 0.0 14.276 K Factor = 0 S21 15.920 0.0 1 T 3.568 1.000 100 14.614 to 0.0 3.568 -0.338 Z2 16.700 0.0 1.049 0.0 4.568 0 0.0 Vel = 0 0.0 Z2 0.0 14.276 K Factor = 0 S13 16.700 0.0 2 0.0 4.000 100 14.855 to 0.0 0.0 0.0 S14 16.700 0.0 2.157 0.0 4.000 0 0.0 Vel = 0 S14 16.700 0.0 2 0.0 6.000 100 14.855 to 0.0 0.0 0.0 S15 16.700 0.0 2.157 0.0 6.000 0 0.0 Vel = 0 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 6 LANDMARK Date 10/23/18 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf S15 16.700 0.0 2 T 8.783 4.000 100 14.855 to 0.0 8.783 0.0 X1 16.700 0.0 2.157 0.0 12.783 0 0.0 Vel = 0 0.0 X1 0.0 14.855 K Factor = 0 S19 16.700 0.0 2 0.0 6.000 100 14.855 to 0.0 0.0 0.0 S18 16.700 0.0 2.157 0.0 6.000 0 0.0 Vel = 0 S18 16.700 0.0 2 0.0 6.000 100 14.855 to 0.0 0.0 0.0 S17 16.700 0.0 2.157 0.0 6.000 0 0.0 Vel = 0 S17 16.700 0.0 2 0.0 6.000 100 14.855 to 0.0 0.0 0.0 S16 16.700 0.0 2.157 0.0 6.000 0 0.0 Vel = 0 S16 16.700 0.0 2 T 8.783 2.000 100 14.855 to 0.0 8.783 0.0 X1 16.700 0.0 2.157 0.0 10.783 0 0.0 Vel = 0 X1 16.700 0.0 2 T 8.783 2.000 100 14.855 to 0.0 8.783 -0.039 J6 16.790 0.0 2.157 0.0 10.783 0 0.0 Vel = 0 0.0 J6 0.0 14.816 K Factor = 0 Z2 16.700 0.0 1 T 3.568 6.500 100 14.276 to 0.0 3.568 0.0 Z1 16.700 0.0 1.049 0.0 10.068 0 0.0 Vel = 0 Z1 16.700 0.0 1.5 T 7.065 10.500 100 14.276 to 0.0 7.066 0.606 J5 15.300 0.0 1.682 0.0 17.566 0 0.0 Vel = 0 0.0 J5 0.0 14.882 K Factor = 0 J1 19.500 108.29 1.5 T 7.065 2.250 100 7.893 to 0.0 7.066 8.445 K1 0 108.29 1.682 0.0 9.316 0.4164 3.879 Vel = 15.64 0.0 K1 108.29 20.217 K Factor = 24.08 J2 19.500 30.01 1 T 3.568 6.080 100 8.095 to 0.0 3.568 2.772 K2 13.100 30.01 1.049 0.0 9.648 0.3863 3.727 Vel = 11.14 0.0 K2 30.01 14.594 K Factor = 7.86 J3 18.520 81.96 1.5 T 7.065 2.500 100 9.908 to 0.0 7.066 2.434 K3 12.900 81.96 1.682 0.0 9.566 0.2487 2.379 Vel = 11.83 0.0 K3 81.96 14.721 K Factor = 21.36 J4 19.500 0.0 1 T 3.568 6.080 100 12.990 to 0.0 3.568 2.902 K4 12.800 0.0 1.049 0.0 9.648 0 0.0 Vel = 0 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 7 LANDMARK Date 10/23/18 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 K4 0.0 15.892 K Factor = 0 J5 15.300 0.0 1.5 T 7.065 2.250 100 14.882 to 0.0 7.066 1.104 K5 12.750 0.0 1.682 0.0 9.316 0.0001 0.001 Vel = 0 0.0 K5 0.0 15.987 K Factor = 0 J6 16.790 0.0 2 T 8.783 4.000 100 14.816 to 0.0 8.783 1.771 K6 12.700 0.0 2.157 0.0 12.783 0 0.0 Vel = 0 0.0 K6 0.0 16.587 K Factor = 0 K1 0 108.29 4 0.0 11.250 100 20.217 to 0.0 0.0 -5.674 K2 13.100 108.29 4.26 0.0 11.250 0.0045 0.051 Vel = 2.44 K2 13.100 30.01 4 0.0 5.670 100 14.594 to 0.0 0.0 0.087 K3 12.900 138.3 4.26 0.0 5.670 0.0071 0.040 Vel = 3.11 K3 12.900 81.96 4 4V 25.561 41.750 100 14.721 to 0.0 25.561 0.043 K4 12.800 220.26 4.26 0.0 67.311 0.0168 1.128 Vel = 4.96 K4 12.800 0.0 4 0.0 4.333 100 15.892 to 0.0 0.0 0.022 K5 12.750 220.26 4.26 0.0 4.333 0.0168 0.073 Vel = 4.96 K5 12.750 0.0 4 2V 12.78 21.750 100 15.987 to 0.0 12.780 0.022 K6 12.700 220.26 4.26 0.0 34.530 0.0167 0.578 Vel = 4.96 K6 12.700 0.0 4 Eql 228.59 23.750 100 16.587 to 0.0 228.590 0.013 K7 12.670 220.26 4.26 0.0 252.340 0.0168 4.230 Vel = 4.96 K7 12.670 0.0 4 V 6.39 1.000 100 20.830 to 0.0 6.390 0.433 K8 11.670 220.26 4.26 0.0 7.390 0.0168 0.124 Vel = 4.96 K8 11.670 0.0 4 5V 31.951 252.250 100 21.387 to 0.0 31.951 0.0 TR1 11.670 220.26 4.26 0.0 284.201 0.0168 4.764 Vel = 4.96 0.0 TR1 220.26 26.151 K Factor = 43.07 TR2 9.320 0.0 3 B 13.44 4.810 120 24.632 to Fsp 0.0 20.160 5.092 * * Fixed Loss = 3 BR2 4.490 0.0 3.26 I 6.72 24.970 0 0.0 Vel = 0 BR2 4.490 0.0 4 T 26.334 2.000 120 29.724 to 0.0 26.334 0.0 BR1 4.490 0.0 4.26 0.0 28.334 0 0.0 Vel = 0 0.0 BR1 0.0 29.724 K Factor = 0 TR1 11.670 220.26 4 Dvc 19.734 7.910 100 26.151 to 0.0 19.735 3.110 BR1 4.490 220.26 4.26 0.0 27.645 0.0167 0.463 Vel = 4.96 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 8 LANDMARK Date 10/23/18 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf BR1 4.490 0.0 4 E 19.896 3.110 150 29.724 to Zcb 0.0 19.897 8.733 * * Fixed Loss = 4.189 UG1 -6 220.26 4.26 0.0 23.007 0.0079 0.182 Vel = 4.96 UG1 -6 0.0 6 2E 45.637 110.000 150 38.639 to 2G 9.779 66.825 -3.898 SRC 3 220.26 6.16 F 11.409 176.825 0.0013 0.233 Vel = 2.37 100.00 Qa = 100.00 SRC 320.26 34.974 K Factor = 54.15 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5