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HomeMy WebLinkAbout4498 LRC HYD CALC RA-02Ryan Fireprotection Inc. 9740 E. 148th Street Noblesville, IN 46060 800.409.7606 Job Name : LANDMARK Building : 13590 N. MERIDIAN ST. Location : ATTIC (BB1+AP) System : 1 Contract : 4498 Data File : 4498 LANDMARK RA-02-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 : 5.933 D2 - System Flow : 327.874 D2 - System Pressure : 75.352 Hose ( Demand ) : 100 D3 - System Demand : 427.874 Safety Margin : 13.164 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 42.83 na S23 15.92 42.83 na S24 15.92 42.83 na S25 15.92 42.83 na S28 15.92 42.83 na S27 15.92 42.83 na S26 15.92 42.83 na S29 19.5 41.28 na S30 19.5 41.28 na S31 15.92 42.83 na S32 18.52 41.7 na S34 18.52 41.7 na S33 18.52 41.7 na S35 15.92 42.83 na 231 15.92 42.83 na 232 15.92 42.83 na 233 15.92 42.83 na 235 15.92 42.83 na 234 15.92 42.83 na S20 15.92 5.6 23.99 na 27.43 0.1 120 7.0 S21 15.92 5.6 25.69 na 28.39 0.1 120 7.0 S13 16.7 8 24.12 na 39.29 0.1 0.01 22.6 S14 16.7 8 24.2 na 39.35 0.1 0.01 22.6 S15 16.7 8 24.61 na 39.69 0.1 0.01 22.6 S19 16.7 8 22.6 na 38.03 0.1 0.01 22.6 S18 16.7 8 22.71 na 38.12 0.1 0.01 22.6 S17 16.7 8 23.1 na 38.45 0.1 0.01 22.6 S16 16.7 8 23.92 na 39.13 0.1 0.01 22.6 X1 16.7 26.48 na Z2 16.7 26.95 na Z1 16.7 39.21 na J1 19.5 41.28 na J2 19.5 41.28 na J3 18.52 41.7 na J4 19.5 41.28 na J5 15.3 41.96 na J6 16.79 33.79 na K1 0.0 49.72 na K2 13.1 44.05 na K3 12.9 44.14 na K4 12.8 44.18 na K5 12.75 44.2 na K6 12.7 44.27 na K7 12.67 53.11 na K8 11.67 53.8 na TR2 9.32 62.73 na BR2 4.49 67.82 na TR1 11.67 63.75 na BR1 4.49 67.82 na UG1 -6.0 78.77 na SRC 3.0 75.35 na 100.0 The maximum velocity is 23.89 and it occurs in the pipe between nodes X1 and J6 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 0.0 1.5 E 3.533 8.200 100 42.827 to 0.0 3.533 0.0 S23 15.920 0.0 1.682 0.0 11.733 0 0.0 Vel = 0 S23 15.920 0.0 1.5 0.0 9.000 100 42.827 to 0.0 0.0 0.0 S24 15.920 0.0 1.682 0.0 9.000 0 0.0 Vel = 0 S24 15.920 0.0 1.5 0.0 9.000 100 42.827 to 0.0 0.0 0.0 S25 15.920 0.0 1.682 0.0 9.000 0 0.0 Vel = 0 S25 15.920 0.0 1.5 T 7.065 1.500 100 42.827 to 0.0 7.066 -1.550 J1 19.500 0.0 1.682 0.0 8.566 0 0.0 Vel = 0 0.0 J1 0.0 41.277 K Factor = 0 S28 15.920 0.0 1.5 E 3.533 8.200 100 42.827 to 0.0 3.533 0.0 S27 15.920 0.0 1.682 0.0 11.733 0 0.0 Vel = 0 S27 15.920 0.0 1.5 0.0 9.000 100 42.827 to 0.0 0.0 0.0 S26 15.920 0.0 1.682 0.0 9.000 0 0.0 Vel = 0 S26 15.920 0.0 1.5 T 7.065 7.000 100 42.827 to 0.0 7.066 -1.550 J1 19.500 0.0 1.682 0.0 14.066 0 0.0 Vel = 0 0.0 J1 0.0 41.277 K Factor = 0 S29 19.500 0.0 1 T 3.568 6.330 100 41.277 to 0.0 3.568 0.0 J2 19.500 0.0 1.049 0.0 9.898 0 0.0 Vel = 0 0.0 J2 0.0 41.277 K Factor = 0 S30 19.500 0.0 1 T 3.568 3.670 100 41.277 to 0.0 3.568 0.0 J2 19.500 0.0 1.049 0.0 7.238 0 0.0 Vel = 0 0.0 J2 0.0 41.277 K Factor = 0 S31 15.920 0.0 1 T 3.568 1.000 100 42.827 to 0.0 3.568 0.0 231 15.920 0.0 1.049 0.0 4.568 0 0.0 Vel = 0 0.0 231 0.0 42.827 K Factor = 0 S32 18.520 0.0 1 T 3.568 3.500 100 41.701 to 0.0 3.568 1.126 232 15.920 0.0 1.049 0.0 7.068 0 0.0 Vel = 0 0.0 232 0.0 42.827 K Factor = 0 S34 18.520 0.0 1 0.0 3.500 100 41.701 to 0.0 0.0 1.126 234 15.920 0.0 1.049 0.0 3.500 0 0.0 Vel = 0 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 0.0 42.827 K Factor = 0 S33 18.520 0.0 1 T 3.568 8.083 100 41.701 to 0.0 3.568 1.126 233 15.920 0.0 1.049 0.0 11.651 0 0.0 Vel = 0 0.0 233 0.0 42.827 K Factor = 0 S35 15.920 0.0 1 T 3.568 1.000 100 42.827 to 0.0 3.568 0.0 235 15.920 0.0 1.049 0.0 4.568 0 0.0 Vel = 0 0.0 235 0.0 42.827 K Factor = 0 231 15.920 0.0 1.5 0.0 10.500 100 42.827 to 0.0 0.0 0.0 232 15.920 0.0 1.682 0.0 10.500 0 0.0 Vel = 0 232 15.920 0.0 1.5 0.0 9.750 100 42.827 to 0.0 0.0 0.0 233 15.920 0.0 1.682 0.0 9.750 0 0.0 Vel = 0 233 15.920 0.0 1.5 T 7.065 1.420 100 42.827 to 0.0 7.066 -1.126 J3 18.520 0.0 1.682 0.0 8.486 0 0.0 Vel = 0 0.0 J3 0.0 41.701 K Factor = 0 235 15.920 0.0 1.5 0.0 10.500 100 42.827 to 0.0 0.0 0.0 234 15.920 0.0 1.682 0.0 10.500 0 0.0 Vel = 0 234 15.920 0.0 1.5 T 7.065 8.420 100 42.827 to 0.0 7.066 -1.126 J3 18.520 0.0 1.682 0.0 15.486 0 0.0 Vel = 0 0.0 J3 0.0 41.701 K Factor = 0 S20 15.920 5.60 27.43 1 T 3.568 6.500 100 23.993 to 0.0 3.568 -0.338 Z2 16.700 27.43 1.049 0.0 10.068 0.3271 3.293 Vel = 10.18 0.0 Z2 27.43 26.948 K Factor = 5.28 S21 15.920 5.60 28.39 1 T 3.568 1.000 100 25.694 to 0.0 3.568 -0.338 Z2 16.700 28.39 1.049 0.0 4.568 0.3485 1.592 Vel = 10.54 0.0 Z2 28.39 26.948 K Factor = 5.47 S13 16.700 8.00 39.29 2 0.0 4.000 100 24.122 to 0.0 0.0 0.0 S14 16.700 39.29 2.157 0.0 4.000 0.0190 0.076 Vel = 3.45 S14 16.700 8.00 39.35 2 0.0 6.000 100 24.198 to 0.0 0.0 0.0 S15 16.700 78.64 2.157 0.0 6.000 0.0687 0.412 Vel = 6.90 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 8.00 39.69 2 T 8.783 4.000 100 24.610 to 0.0 8.783 0.0 X1 16.700 118.33 2.157 0.0 12.783 0.1461 1.867 Vel = 10.39 0.0 X1 118.33 26.477 K Factor = 23.00 S19 16.700 8.00 38.03 2 0.0 6.000 100 22.600 to 0.0 0.0 0.0 S18 16.700 38.03 2.157 0.0 6.000 0.0178 0.107 Vel = 3.34 S18 16.700 8.00 38.12 2 0.0 6.000 100 22.707 to 0.0 0.0 0.0 S17 16.700 76.15 2.157 0.0 6.000 0.0647 0.388 Vel = 6.69 S17 16.700 8.00 38.45 2 0.0 6.000 100 23.095 to 0.0 0.0 0.0 S16 16.700 114.6 2.157 0.0 6.000 0.1377 0.826 Vel = 10.06 S16 16.700 8.00 39.13 2 T 8.783 2.000 100 23.921 to 0.0 8.783 0.0 X1 16.700 153.73 2.157 0.0 10.783 0.2370 2.556 Vel = 13.50 X1 16.700 118.33 2 T 8.783 2.000 100 26.477 to 0.0 8.783 -0.039 J6 16.790 272.06 2.157 0.0 10.783 0.6814 7.347 Vel = 23.89 0.0 J6 272.06 33.785 K Factor = 46.81 Z2 16.700 55.82 1 T 3.568 6.500 100 26.948 to 0.0 3.568 0.0 Z1 16.700 55.82 1.049 0.0 10.068 1.2175 12.258 Vel = 20.72 Z1 16.700 0.0 1.5 T 7.065 10.500 100 39.206 to 0.0 7.066 0.606 J5 15.300 55.82 1.682 0.0 17.566 0.1222 2.146 Vel = 8.06 0.0 J5 55.82 41.958 K Factor = 8.62 J1 19.500 0.0 1.5 T 7.065 2.250 100 41.277 to 0.0 7.066 8.445 K1 0 0.0 1.682 0.0 9.316 0 0.0 Vel = 0 0.0 K1 0.0 49.722 K Factor = 0 J2 19.500 0.0 1 T 3.568 6.080 100 41.277 to 0.0 3.568 2.772 K2 13.100 0.0 1.049 0.0 9.648 -0.0001 -0.001 Vel = 0 0.0 K2 0.0 44.048 K Factor = 0 J3 18.520 0.0 1.5 T 7.065 2.500 100 41.701 to 0.0 7.066 2.434 K3 12.900 0.0 1.682 0.0 9.566 0 0.0 Vel = 0 0.0 K3 0.0 44.135 K Factor = 0 J4 19.500 0.0 1 T 3.568 6.080 100 41.277 to 0.0 3.568 2.902 K4 12.800 0.0 1.049 0.0 9.648 -0.0001 -0.001 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 44.178 K Factor = 0 J5 15.300 55.82 1.5 T 7.065 2.250 100 41.958 to 0.0 7.066 1.104 K5 12.750 55.82 1.682 0.0 9.316 0.1222 1.138 Vel = 8.06 0.0 K5 55.82 44.200 K Factor = 8.40 J6 16.790 272.06 2 T 8.783 4.000 100 33.785 to 0.0 8.783 1.771 K6 12.700 272.06 2.157 0.0 12.783 0.6815 8.711 Vel = 23.89 0.0 K6 272.06 44.267 K Factor = 40.89 K1 0 0.0 4 0.0 11.250 100 49.722 to 0.0 0.0 -5.674 K2 13.100 0.0 4.26 0.0 11.250 0 0.0 Vel = 0 K2 13.100 0.0 4 0.0 5.670 100 44.048 to 0.0 0.0 0.087 K3 12.900 0.0 4.26 0.0 5.670 0 0.0 Vel = 0 K3 12.900 0.0 4 4V 25.561 41.750 100 44.135 to 0.0 25.561 0.043 K4 12.800 0.0 4.26 0.0 67.311 0 0.0 Vel = 0 K4 12.800 0.0 4 0.0 4.333 100 44.178 to 0.0 0.0 0.022 K5 12.750 0.0 4.26 0.0 4.333 0 0.0 Vel = 0 K5 12.750 55.82 4 2V 12.78 21.750 100 44.200 to 0.0 12.780 0.022 K6 12.700 55.82 4.26 0.0 34.530 0.0013 0.045 Vel = 1.26 K6 12.700 272.05 4 Eql 228.59 23.750 100 44.267 to 0.0 228.590 0.013 K7 12.670 327.87 4.26 0.0 252.340 0.0350 8.830 Vel = 7.38 K7 12.670 0.0 4 V 6.39 1.000 100 53.110 to 0.0 6.390 0.433 K8 11.670 327.87 4.26 0.0 7.390 0.0350 0.259 Vel = 7.38 K8 11.670 0.0 4 5V 31.951 252.250 100 53.802 to 0.0 31.951 0.0 TR1 11.670 327.87 4.26 0.0 284.201 0.0350 9.945 Vel = 7.38 0.0 TR1 327.87 63.747 K Factor = 41.06 TR2 9.320 0.0 3 B 13.44 4.810 120 62.732 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 67.824 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 67.824 K Factor = 0 TR1 11.670 327.87 4 Dvc 19.734 7.910 100 63.747 to 0.0 19.735 3.110 BR1 4.490 327.87 4.26 0.0 27.645 0.0350 0.967 Vel = 7.38 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 67.824 to Zcb 0.0 19.897 10.561 * * Fixed Loss = 6.018 UG1 -6 327.87 4.26 0.0 23.007 0.0165 0.380 Vel = 7.38 UG1 -6 0.0 6 2E 45.637 110.000 150 78.765 to 2G 9.779 66.825 -3.898 SRC 3 327.87 6.16 F 11.409 176.825 0.0027 0.485 Vel = 3.53 100.00 Qa = 100.00 SRC 427.87 75.352 K Factor = 49.29 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5