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HYD1 DALAND ATTIC
METRO - SWIFT SPRINKLER CORP LIC NO SC001199 58r PULASKI ST PEABODY MA 01960 978-532-2907 Job Name : DALAND ATTIC PEM Remote Area : .15 GPM OVER ENTIRE AREA 2388 SF OH1 Head Info : 39 CALCULATED @ 100 SF MAX Flows : 913 GPM RQD INCL 250 HOSE Pressures : 63 PSI RQD AT STREET‚ 15 SAFETY Data File : DALAND ATTIC PEM AREA 1.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORPPage 1 DALAND ATTIC PEMDate 7-2-2019 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 79 C2 - Residual Pressure: 76 C2 - Residual Flow : 1350 D1 - Elevation : 24.181 D2 - System Flow : 662.012 D2 - System Pressure : 62.058 Hose ( Demand ) : 250 D3 - System Demand : 912.012 Safety Margin : 15.490 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORPPage 2 DALAND ATTIC PEMDate 7-2-2019 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 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 D Dry Rel D28 47 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 G NFPA 13 Gate Valve 00000111122345678101113 S NFPA 13 Swing Check 0 0 5 7 9 11141619222732455565 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Zca Colt C200 Horz 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 SummaryComputer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 3 DALAND ATTIC PEM Date 7-2-2019 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 200 85.625 5.6 7.28 na 15.11 0.15 100 7.0 201 83.583 5.6 8.6 na 16.43 0.15 100 7.0 202 79.25 5.6 11.0 na 18.57 0.15 100 7.0 203 77.54 12.92 na D201 77.54 13.78 na D200 70.167 19.12 na BD2 62.167 30.18 na S4 62.167 33.98 na S3 31.333 51.37 na S2 31.333 54.25 na FB 31.333 56.03 na TOR 31.333 56.3 na BOR 27.333 58.32 na BKFL 27.333 61.39 na UG 24.417 62.92 na TEST 27.75 62.06 na 250.0 205 85.625 5.6 7.35 na 15.18 0.15 100 7.0 206 83.583 5.6 8.68 na 16.5 0.15 100 7.0 207 79.25 5.6 11.08 na 18.64 0.15 100 7.0 208 77.54 13.01 na 209 83.583 5.6 7.21 na 15.04 0.15 100 7.0 210 79.25 5.6 10.15 na 17.84 0.15 100 7.0 211 77.54 11.88 na 212 77.54 11.88 na 213 77.54 11.9 na D203 77.54 11.91 na 214 77.54 11.96 na 215 77.54 12.0 na 216 77.54 12.06 na 217 77.54 12.15 na 218 77.54 12.31 na D202 77.54 12.39 na 219 77.54 12.63 na 220 77.54 12.8 na 221 83.583 5.6 7.21 na 15.04 0.15 100 7.0 222 79.25 5.6 10.15 na 17.84 0.15 100 7.0 223 77.54 11.88 na 224 77.54 11.88 na 225 77.54 11.89 na D204 77.54 11.92 na 226 77.54 11.93 na 227 77.54 11.97 na 228 77.54 12.01 na 229 77.54 12.09 na 230 77.54 12.24 na D205 77.54 12.5 na 231 77.54 12.54 na 232 77.54 12.71 na 233 83.583 5.6 7.37 na 15.2 0.15 100 7.0 234 79.25 5.6 10.2 na 17.89 0.15 100 7.0 235 83.583 5.6 7.42 na 15.25 0.15 100 7.0 236 79.25 5.6 10.26 na 17.94 0.15 100 7.0 237 83.583 5.6 7.44 na 15.27 0.15 100 7.0 238 79.25 5.6 10.28 na 17.96 0.15 100 7.0 239 83.583 5.6 7.49 na 15.32 0.15 100 7.0 240 79.25 5.6 10.46 na 18.11 0.15 100 7.0 241 83.583 5.6 7.49 na 15.32 0.15 100 7.0 242 79.25 5.6 10.46 na 18.11 0.15 100 7.0 243 83.583 5.6 7.49 na 15.32 0.15 100 7.0 244 79.25 5.6 10.34 na 18.01 0.15 100 7.0 245 83.583 5.6 7.48 na 15.31 0.15 100 7.0 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 4 DALAND ATTIC PEM Date 7-2-2019 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 246 79.25 5.6 10.33 na 17.99 0.15 100 7.0 247C 83.583 5.6 7.0 na 14.82 0.15 9 7.0 247 83.583 5.6 7.52 na 15.36 0.15 100 7.0 248 79.25 5.6 10.3 na 17.97 0.15 100 7.0 249 83.583 5.6 8.08 na 15.92 0.15 100 7.0 250 79.25 5.6 11.13 na 18.68 0.15 100 7.0 251 83.583 5.6 8.16 na 15.99 0.15 100 7.0 252 79.25 5.6 11.22 na 18.76 0.15 100 7.0 253 79.25 5.6 10.05 na 17.75 0.15 100 7.0 254 79.25 5.6 10.16 na 17.85 0.15 100 7.0 255 79.25 5.6 10.36 na 18.03 0.15 100 7.0 256 79.25 5.6 10.47 na 18.12 0.15 100 7.0 257 79.25 5.6 10.48 na 18.13 0.15 100 7.0 258 79.25 5.6 10.44 na 18.1 0.15 100 7.0 259 79.25 5.6 11.07 na 18.63 0.15 100 7.0 260 79.25 5.6 11.16 na 18.7 0.15 100 7.0 The maximum velocity is 14.9 and it occurs in the pipe between nodes D201 and D200 Flow Summary - Standard Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 5 DALAND ATTIC PEM Date 7-2-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf *EQUIVALENT K'S *REMOTE HEAD TO SUPPLY 200 85.625 5.60 15.11 1.25 2E 4.282 11.167 100 7.278 to 0.0 4.282 0.884 201 83.583 15.11 1.38 0.0 15.449 0.0286 0.442 Vel = 3.24 201 83.583 5.60 16.42 1.5 0.0 9.833 100 8.604 to 0.0 0.0 1.877 202 79.250 31.53 1.61 0.0 9.833 0.0525 0.516 Vel = 4.97 202 79.250 5.60 18.57 1.5 T 5.71 3.833 100 10.997 to 0.0 5.710 0.741 203 77.54 50.1 1.61 0.0 9.543 0.1238 1.181 Vel = 7.90 203 77.54 280.58 4 T 18.795 5.300 100 12.919 to 0.0 18.795 0.0 D201 77.54 330.68 4.26 0.0 24.095 0.0355 0.856 Vel = 7.44 D201 77.54 331.33 4 E 9.397 7.375 100 13.775 to 0.0 9.397 3.193 D200 70.167 662.01 4.26 0.0 16.772 0.1284 2.154 Vel = 14.90 D200 70.167 0.0 4 E 9.397 12.167 100 19.122 to D 26.313 46.986 3.465 BD2 62.167 662.01 4.26 B 11.277 59.153 0.1284 7.594 Vel = 14.90 BD2 62.167 0.0 4 T 26.334 2.000 120 30.181 to E 13.167 39.501 0.0 S4 62.167 662.01 4.26 0.0 41.501 0.0916 3.803 Vel = 14.90 S4 62.167 0.0 4 E 13.167 30.833 120 33.984 to 0.0 13.167 13.354 S3 31.333 662.01 4.26 0.0 44.000 0.0916 4.032 Vel = 14.90 S3 31.333 0.0 4 T 26.334 5.083 120 51.370 to 0.0 26.334 0.0 S2 31.333 662.01 4.26 0.0 31.417 0.0916 2.878 Vel = 14.90 S2 31.333 0.0 6 T 37.72 28.750 120 54.248 to E 17.603 108.131 0.0 FB 31.333 662.01 6.357 B 12.573 136.881 0.0130 1.786 Vel = 6.69 S 40.235 FB 31.333 0.0 6 E 17.603 3.167 120 56.034 to 0.0 17.603 0.0 TOR 31.333 662.01 6.357 0.0 20.770 0.0130 0.271 Vel = 6.69 TOR 31.333 0.0 6 E 17.603 4.000 120 56.305 to 0.0 17.603 1.732 BOR 27.333 662.01 6.357 0.0 21.603 0.0131 0.282 Vel = 6.69 BOR 27.333 0.0 8 Zca 0.0 7.667 120 58.319 to 0.0 0.0 3.046 * * Fixed Loss = 3.046 BKFL 27.333 662.01 8.249 0.0 7.667 0.0037 0.028 Vel = 3.97 BKFL 27.333 0.0 8 3E 63.423 8.833 120 61.393 to 0.0 63.423 1.263 UG 24.417 662.01 8.249 0.0 72.256 0.0037 0.265 Vel = 3.97 UG 24.417 0.0 8 T 41.62 71.000 120 62.921 to G 4.757 89.186 -1.444 TEST 27.75 662.01 8.27 2E 42.809 160.186 0.0036 0.581 Vel = 3.95 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 6 DALAND ATTIC PEM Date 7-2-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 250.00 Qa = 250.00 TEST 912.01 62.058 K Factor = 115.77 *NEW PATH 205 85.625 5.60 15.18 1.25 2E 4.282 11.167 100 7.350 to 0.0 4.282 0.884 206 83.583 15.18 1.38 0.0 15.449 0.0288 0.445 Vel = 3.26 206 83.583 5.60 16.50 1.5 0.0 9.833 100 8.679 to 0.0 0.0 1.877 207 79.250 31.68 1.61 0.0 9.833 0.0530 0.521 Vel = 4.99 207 79.250 5.60 18.64 1.5 T 5.71 3.833 100 11.077 to 0.0 5.710 0.741 208 77.54 50.32 1.61 0.0 9.543 0.1247 1.190 Vel = 7.93 208 77.54 281.01 4 T 18.795 2.708 100 13.008 to 0.0 18.795 0.0 D201 77.54 331.33 4.26 0.0 21.503 0.0357 0.767 Vel = 7.46 0.0 D201 331.33 13.775 K Factor = 89.27 *NEW PATH 209 83.583 5.60 15.04 1 0.0 9.833 100 7.214 to 0.0 0.0 1.877 210 79.250 15.04 1.049 0.0 9.833 0.1076 1.058 Vel = 5.58 210 79.250 5.60 17.84 1.25 T 4.282 3.917 100 10.149 to 0.0 4.282 0.741 211 77.54 32.88 1.38 0.0 8.199 0.1203 0.986 Vel = 7.05 211 77.54 7.72 4 0.0 8.000 100 11.876 to 0.0 0.0 0.0 212 77.54 40.6 4.26 0.0 8.000 0.0008 0.006 Vel = 0.91 212 77.54 33.43 4 0.0 8.000 100 11.882 to 0.0 0.0 0.0 213 77.54 74.03 4.26 0.0 8.000 0.0022 0.018 Vel = 1.67 213 77.54 18.13 4 0.0 3.610 100 11.900 to 0.0 0.0 0.0 D203 77.54 92.16 4.26 0.0 3.610 0.0033 0.012 Vel = 2.07 D203 77.54 0.0 4 E 9.397 4.390 100 11.912 to 0.0 9.397 0.0 214 77.54 92.16 4.26 0.0 13.787 0.0033 0.046 Vel = 2.07 214 77.54 17.76 4 0.0 10.000 100 11.958 to 0.0 0.0 0.0 215 77.54 109.92 4.26 0.0 10.000 0.0046 0.046 Vel = 2.47 215 77.54 33.09 4 0.0 8.000 100 12.004 to 0.0 0.0 0.0 216 77.54 143.01 4.26 0.0 8.000 0.0076 0.061 Vel = 3.22 216 77.54 33.19 4 0.0 8.000 100 12.065 to 0.0 0.0 0.0 217 77.54 176.2 4.26 0.0 8.000 0.0110 0.088 Vel = 3.97 217 77.54 33.33 4 0.0 10.000 100 12.153 to 0.0 0.0 0.0 218 77.54 209.53 4.26 0.0 10.000 0.0153 0.153 Vel = 4.72 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 7 DALAND ATTIC PEM Date 7-2-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 218 77.54 18.02 4 0.0 4.920 100 12.306 to 0.0 0.0 0.0 D202 77.54 227.55 4.26 0.0 4.920 0.0179 0.088 Vel = 5.12 D202 77.54 0.0 4 E 9.397 4.030 100 12.394 to 0.0 9.397 0.0 219 77.54 227.55 4.26 0.0 13.427 0.0178 0.239 Vel = 5.12 219 77.54 18.71 4 0.0 8.000 100 12.633 to 0.0 0.0 0.0 220 77.54 246.26 4.26 0.0 8.000 0.0206 0.165 Vel = 5.54 220 77.54 34.75 4 0.0 8.000 100 12.798 to 0.0 0.0 0.0 208 77.54 281.01 4.26 0.0 8.000 0.0262 0.210 Vel = 6.33 0.0 208 281.01 13.008 K Factor = 77.91 *NEW PATH 221 83.583 5.60 15.04 1 0.0 9.833 100 7.214 to 0.0 0.0 1.877 222 79.250 15.04 1.049 0.0 9.833 0.1076 1.058 Vel = 5.58 222 79.250 5.60 17.84 1.25 T 4.282 3.917 100 10.149 to 0.0 4.282 0.741 223 77.54 32.88 1.38 0.0 8.199 0.1203 0.986 Vel = 7.05 223 77.54 -7.71 4 0.0 8.000 100 11.876 to 0.0 0.0 0.0 224 77.54 25.17 4.26 0.0 8.000 0.0002 0.002 Vel = 0.57 224 77.54 33.42 4 0.0 8.000 100 11.878 to 0.0 0.0 0.0 225 77.54 58.59 4.26 0.0 8.000 0.0015 0.012 Vel = 1.32 225 77.54 18.13 4 E 9.397 3.120 100 11.890 to 0.0 9.397 0.0 D204 77.54 76.72 4.26 0.0 12.517 0.0024 0.030 Vel = 1.73 D204 77.54 0.0 4 0.0 4.390 100 11.920 to 0.0 0.0 0.0 226 77.54 76.72 4.26 0.0 4.390 0.0023 0.010 Vel = 1.73 226 77.54 17.85 4 0.0 10.000 100 11.930 to 0.0 0.0 0.0 227 77.54 94.57 4.26 0.0 10.000 0.0035 0.035 Vel = 2.13 227 77.54 33.22 4 0.0 8.000 100 11.965 to 0.0 0.0 0.0 228 77.54 127.79 4.26 0.0 8.000 0.0061 0.049 Vel = 2.88 228 77.54 33.31 4 0.0 8.000 100 12.014 to 0.0 0.0 0.0 229 77.54 161.1 4.26 0.0 8.000 0.0094 0.075 Vel = 3.63 229 77.54 48.15 4 0.0 10.000 100 12.089 to 0.0 0.0 0.0 230 77.54 209.25 4.26 0.0 10.000 0.0153 0.153 Vel = 4.71 230 77.54 18.09 4 E 9.397 4.930 100 12.242 to 0.0 9.397 0.0 D205 77.54 227.34 4.26 0.0 14.327 0.0177 0.254 Vel = 5.12 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 8 DALAND ATTIC PEM Date 7-2-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf D205 77.54 0.0 4 0.0 2.700 100 12.496 to 0.0 0.0 0.0 231 77.54 227.34 4.26 0.0 2.700 0.0178 0.048 Vel = 5.12 231 77.54 18.64 4 0.0 8.000 100 12.544 to 0.0 0.0 0.0 232 77.54 245.98 4.26 0.0 8.000 0.0206 0.165 Vel = 5.54 232 77.54 34.60 4 0.0 8.000 100 12.709 to 0.0 0.0 0.0 203 77.54 280.58 4.26 0.0 8.000 0.0262 0.210 Vel = 6.32 0.0 203 280.58 12.919 K Factor = 78.06 *NEW PATH 223 77.54 7.72 4 0.0 8.000 100 11.876 to 0.0 0.0 0.0 211 77.54 7.72 4.26 0.0 8.000 0 0.0 Vel = 0.17 0.0 211 7.72 11.876 K Factor = 2.24 *NEW PATH 233 83.583 5.60 15.20 1 0.0 8.750 100 7.368 to 0.0 0.0 1.877 234 79.250 15.2 1.049 0.0 8.750 0.1097 0.960 Vel = 5.64 234 79.250 5.60 17.89 1.25 T 4.282 4.417 100 10.205 to 0.0 4.282 0.741 215 77.54 33.09 1.38 0.0 8.699 0.1216 1.058 Vel = 7.10 0.0 215 33.09 12.004 K Factor = 9.55 *NEW PATH 235 83.583 5.60 15.25 1 0.0 8.750 100 7.417 to 0.0 0.0 1.877 236 79.250 15.25 1.049 0.0 8.750 0.1103 0.965 Vel = 5.66 236 79.250 5.60 17.94 1.25 T 4.282 4.417 100 10.259 to 0.0 4.282 0.741 216 77.54 33.19 1.38 0.0 8.699 0.1224 1.065 Vel = 7.12 0.0 216 33.19 12.065 K Factor = 9.56 *NEW PATH 237 83.583 5.60 15.27 1 0.0 8.750 100 7.435 to 0.0 0.0 1.877 238 79.250 15.27 1.049 0.0 8.750 0.1106 0.968 Vel = 5.67 238 79.250 5.60 17.96 1.25 T 4.282 3.417 100 10.280 to 0.0 4.282 0.741 227 77.54 33.23 1.38 0.0 7.699 0.1226 0.944 Vel = 7.13 0.0 227 33.23 11.965 K Factor = 9.61 *NEW PATH 239 83.583 5.60 15.32 1 0.0 9.833 100 7.485 to 0.0 0.0 1.877 240 79.250 15.32 1.049 0.0 9.833 0.1114 1.095 Vel = 5.69 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 9 DALAND ATTIC PEM Date 7-2-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 240 79.250 5.60 18.11 1.25 T 4.282 1.208 100 10.457 to 0.0 4.282 0.741 224 77.54 33.43 1.38 0.0 5.490 0.1239 0.680 Vel = 7.17 0.0 224 33.43 11.878 K Factor = 9.70 *NEW PATH 241 83.583 5.60 15.32 1 0.0 9.833 100 7.488 to 0.0 0.0 1.877 242 79.250 15.32 1.049 0.0 9.833 0.1114 1.095 Vel = 5.69 242 79.250 5.60 18.12 1.25 T 4.282 1.208 100 10.460 to 0.0 4.282 0.741 212 77.54 33.44 1.38 0.0 5.490 0.1240 0.681 Vel = 7.17 0.0 212 33.44 11.882 K Factor = 9.70 *NEW PATH 243 83.583 5.60 15.32 1 0.0 8.750 100 7.488 to 0.0 0.0 1.877 244 79.250 15.32 1.049 0.0 8.750 0.1114 0.975 Vel = 5.69 244 79.250 5.60 18.01 1.25 T 4.282 4.417 100 10.340 to 0.0 4.282 0.741 217 77.54 33.33 1.38 0.0 8.699 0.1232 1.072 Vel = 7.15 0.0 217 33.33 12.153 K Factor = 9.56 *NEW PATH 245 83.583 5.60 15.31 1 0.0 8.750 100 7.475 to 0.0 0.0 1.877 246 79.250 15.31 1.049 0.0 8.750 0.1112 0.973 Vel = 5.68 246 79.250 5.60 18.00 1.25 T 4.282 3.417 100 10.325 to 0.0 4.282 0.741 228 77.54 33.31 1.38 0.0 7.699 0.1231 0.948 Vel = 7.15 0.0 228 33.31 12.014 K Factor = 9.61 *NEW PATH 247C 83.583 5.60 14.82 1 E 1.427 3.583 100 7.000 to 0.0 1.427 0.0 247 83.583 14.82 1.049 0.0 5.010 0.1046 0.524 Vel = 5.50 247 83.583 5.60 15.36 1.25 0.0 8.750 100 7.524 to 0.0 0.0 1.877 248 79.250 30.18 1.38 0.0 8.750 0.1026 0.898 Vel = 6.47 248 79.250 5.60 17.97 1.5 T 5.71 3.417 100 10.299 to 0.0 5.710 0.741 229 77.54 48.15 1.61 0.0 9.127 0.1149 1.049 Vel = 7.59 0.0 229 48.15 12.089 K Factor = 13.85 *NEW PATH 249 83.583 5.60 15.92 1 0.0 9.833 100 8.080 to 0.0 0.0 1.877 250 79.250 15.92 1.049 0.0 9.833 0.1195 1.175 Vel = 5.91 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 10 DALAND ATTIC PEM Date 7-2-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 250 79.250 5.60 18.68 1.25 T 4.282 2.042 100 11.132 to 0.0 4.282 0.741 232 77.54 34.6 1.38 0.0 6.324 0.1322 0.836 Vel = 7.42 0.0 232 34.60 12.709 K Factor = 9.71 *NEW PATH 251 83.583 5.60 15.99 1 0.0 9.833 100 8.158 to 0.0 0.0 1.877 252 79.250 15.99 1.049 0.0 9.833 0.1205 1.185 Vel = 5.94 252 79.250 5.60 18.76 1.25 T 4.282 2.000 100 11.220 to 0.0 4.282 0.741 220 77.54 34.75 1.38 0.0 6.282 0.1332 0.837 Vel = 7.45 0.0 220 34.75 12.798 K Factor = 9.71 *NEW PATH 253 79.250 5.60 17.75 1 T 3.568 4.417 100 10.050 to 0.0 3.568 0.741 214 77.54 17.75 1.049 0.0 7.985 0.1461 1.167 Vel = 6.59 0.0 214 17.75 11.958 K Factor = 5.13 *NEW PATH 254 79.250 5.60 17.85 1 T 3.568 3.417 100 10.158 to 0.0 3.568 0.741 226 77.54 17.85 1.049 0.0 6.985 0.1476 1.031 Vel = 6.63 0.0 226 17.85 11.930 K Factor = 5.17 *NEW PATH 255 79.250 5.60 18.03 1 T 3.568 4.417 100 10.364 to 0.0 3.568 0.741 218 77.54 18.03 1.049 0.0 7.985 0.1504 1.201 Vel = 6.69 0.0 218 18.03 12.306 K Factor = 5.14 *NEW PATH 256 79.250 5.60 18.12 1 T 3.568 0.875 100 10.474 to 0.0 3.568 0.741 225 77.54 18.12 1.049 0.0 4.443 0.1519 0.675 Vel = 6.73 0.0 225 18.12 11.890 K Factor = 5.25 *NEW PATH 257 79.250 5.60 18.13 1 T 3.568 0.875 100 10.484 to 0.0 3.568 0.741 213 77.54 18.13 1.049 0.0 4.443 0.1519 0.675 Vel = 6.73 0.0 213 18.13 11.900 K Factor = 5.26 *NEW PATH 258 79.250 5.60 18.10 1 T 3.568 3.417 100 10.443 to 0.0 3.568 0.741 230 77.54 18.1 1.049 0.0 6.985 0.1515 1.058 Vel = 6.72 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 11 DALAND ATTIC PEM Date 7-2-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 230 18.10 12.242 K Factor = 5.17 *NEW PATH 259 79.250 5.60 18.63 1 T 3.568 1.000 100 11.073 to 0.0 3.568 0.741 231 77.54 18.63 1.049 0.0 4.568 0.1598 0.730 Vel = 6.92 0.0 231 18.63 12.544 K Factor = 5.26 *NEW PATH 260 79.250 5.60 18.70 1 T 3.568 1.000 100 11.156 to 0.0 3.568 0.741 219 77.54 18.7 1.049 0.0 4.568 0.1611 0.736 Vel = 6.94 0.0 219 18.70 12.633 K Factor = 5.26 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1