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HYD5 CONNECTOR 3RD FLOOR
METRO - SWIFT SPRINKLER CORP LIC NO SC001199 58r PULASKI ST PEABODY MA 01960 978-532-2907 Job Name : CONNECTOR BLDG 3RD FLOOR Remote Area : .10 GPM OVER 1506 SF LH Head Info : 18 CALCULATED @ 120 SF MAX Flows : 564 GPM RQD INCL 250 HOSE Pressures : 49 PSI RQD AT STREET‚ 30 SAFETY Data File : CONNECTOR 3RD FLOOR AREA 5.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORPPage 1 CONNECTOR BLDG 3RD FLOORDate 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 : 18.334 D2 - System Flow : 313.23 D2 - System Pressure : 48.270 Hose ( Demand ) : 250 D3 - System Demand : 563.23 Safety Margin : 30.134 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORPPage 2 CONNECTOR BLDG 3RD FLOORDate 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 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 111122333457911131719212428 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 CONNECTOR BLDG 3RD FLOOR Date 7-2-2019 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DR1 69.083 5.6 7.0 na 14.82 0.1 120 7.0 E1 70.083 7.44 na DR2 69.833 5.6 7.0 na 14.82 0.1 120 7.0 E2 70.833 7.51 na 370 70.083 5.6 8.1 na 15.94 0.1 120 7.0 371 70.083 5.6 8.95 na 16.76 0.1 120 7.0 390 70.083 9.74 na 391 70.083 9.78 na 392 70.083 9.87 na 393 70.083 K = K @ E1 9.88 na 17.08 377 70.083 10.34 na 394 70.083 10.48 na 395 70.083 10.91 na 396 70.083 12.41 na 380 70.083 K = K @ E1 13.54 na 19.99 397 70.083 16.67 na 398 70.083 23.94 na 401 31.333 41.91 na S2 31.333 42.79 na FB 31.333 43.23 na TOR 31.333 43.3 na BOR 27.333 45.1 na BKFL 27.333 48.24 na UG 24.417 49.57 na TEST 27.75 48.27 na 250.0 372 70.083 5.6 8.13 na 15.97 0.1 120 7.0 373 70.083 5.6 8.99 na 16.79 0.1 120 7.0 374 70.083 5.6 7.62 na 15.46 0.1 120 7.0 410 70.083 7.8 na 376 70.083 5.6 8.38 na 16.21 0.1 120 7.0 375 70.083 5.6 7.0 na 14.82 0.1 120 7.0 387 70.083 5.6 9.82 na 17.55 0.1 120 7.0 411 70.083 10.45 na 412 70.083 10.46 na 378 70.083 K = K @ E1 9.05 na 16.34 379 70.083 K = K @ E1 10.12 na 17.28 381 70.833 K = K @ E2 13.44 na 19.82 382 70.833 K = K @ E2 14.98 na 20.92 385 70.083 K = K @ E1 10.16 na 17.32 386 70.083 K = K @ E1 11.36 na 18.31 383 70.083 5.6 10.28 na 17.95 0.1 120 7.0 384 70.083 5.6 11.19 na 18.73 0.1 120 7.0 413 70.083 12.12 na 414 70.083 12.15 na The maximum velocity is 18.43 and it occurs in the pipe between nodes 397 and 398 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 4 CONNECTOR BLDG 3RD FLOOR 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 DR1 69.083 5.60 14.82 1 2T 10.0 1.667 120 7.000 to 0.0 10.000 -0.433 E1 70.083 14.82 1.049 0.0 11.667 0.0747 0.871 Vel = 5.50 0.0 E1 14.82 7.438 K Factor = 5.43 * DR2 69.833 5.60 14.82 1 2T 10.0 2.667 120 7.000 to 0.0 10.000 -0.433 E2 70.833 14.82 1.049 0.0 12.667 0.0747 0.946 Vel = 5.50 0.0 E2 14.82 7.513 K Factor = 5.41 * *REMOTE HEAD TO SUPPLY 370 70.083 5.60 15.94 1 0.0 10.000 120 8.099 to 0.0 0.0 0.0 371 70.083 15.94 1.049 0.0 10.000 0.0855 0.855 Vel = 5.92 371 70.083 5.60 16.75 1.25 T 6.0 3.250 120 8.954 to 0.0 6.000 0.0 390 70.083 32.69 1.38 0.0 9.250 0.0850 0.786 Vel = 7.01 390 70.083 0.0 2.5 0.0 11.000 120 9.740 to 0.0 0.0 0.0 391 70.083 32.69 2.635 0.0 11.000 0.0036 0.040 Vel = 1.92 391 70.083 32.77 2.5 0.0 7.125 120 9.780 to 0.0 0.0 0.0 392 70.083 65.46 2.635 0.0 7.125 0.0132 0.094 Vel = 3.85 392 70.083 0.0 2.5 0.0 0.833 120 9.874 to 0.0 0.0 0.0 393 70.083 65.46 2.635 0.0 0.833 0.0132 0.011 Vel = 3.85 393 70.083 5.43 63.56 2.5 0.0 9.875 120 9.885 K = K @ E1 to 0.0 0.0 0.0 377 70.083 129.02 2.635 0.0 9.875 0.0461 0.455 Vel = 7.59 377 70.083 0.0 2.5 0.0 3.042 120 10.340 to 0.0 0.0 0.0 394 70.083 129.02 2.635 0.0 3.042 0.0464 0.141 Vel = 7.59 394 70.083 17.55 2.5 0.0 7.375 120 10.481 to 0.0 0.0 0.0 395 70.083 146.57 2.635 0.0 7.375 0.0584 0.431 Vel = 8.62 395 70.083 33.62 2.5 T 16.474 1.000 120 10.912 to 0.0 16.474 0.0 396 70.083 180.19 2.635 0.0 17.474 0.0856 1.496 Vel = 10.60 396 70.083 72.31 2.5 0.0 7.083 120 12.408 to 0.0 0.0 0.0 380 70.083 252.5 2.635 0.0 7.083 0.1598 1.132 Vel = 14.86 380 70.083 5.43 19.99 2.5 E 8.237 8.792 120 13.540 K = K @ E1 to 0.0 8.237 0.0 397 70.083 272.49 2.635 0.0 17.029 0.1840 3.134 Vel = 16.03 397 70.083 40.74 2.5 T 16.474 5.792 120 16.674 to E 8.237 24.711 0.0 398 70.083 313.23 2.635 0.0 30.503 0.2381 7.263 Vel = 18.43 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 5 CONNECTOR BLDG 3RD FLOOR 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 398 70.083 0.0 4 E 13.167 38.750 120 23.937 to 0.0 13.167 16.783 401 31.333 313.23 4.26 0.0 51.917 0.0229 1.191 Vel = 7.05 401 31.333 0.0 4 2F 10.534 27.625 120 41.911 to 0.0 10.534 0.0 S2 31.333 313.23 4.26 0.0 38.159 0.0230 0.876 Vel = 7.05 S2 31.333 0.0 6 T 37.72 28.750 120 42.787 to E 17.603 108.131 0.0 FB 31.333 313.23 6.357 B 12.573 136.881 0.0033 0.447 Vel = 3.17 S 40.235 FB 31.333 0.0 6 E 17.603 3.167 120 43.234 to 0.0 17.603 0.0 TOR 31.333 313.23 6.357 0.0 20.770 0.0033 0.068 Vel = 3.17 TOR 31.333 0.0 6 E 17.603 4.000 120 43.302 to 0.0 17.603 1.732 BOR 27.333 313.23 6.357 0.0 21.603 0.0033 0.071 Vel = 3.17 BOR 27.333 0.0 8 Zca 0.0 7.667 120 45.105 to 0.0 0.0 3.127 * * Fixed Loss = 3.127 BKFL 27.333 313.23 8.249 0.0 7.667 0.0009 0.007 Vel = 1.88 BKFL 27.333 0.0 8 3E 63.423 8.833 120 48.239 to 0.0 63.423 1.263 UG 24.417 313.23 8.249 0.0 72.256 0.0009 0.067 Vel = 1.88 UG 24.417 0.0 8 T 41.62 71.000 120 49.569 to G 4.757 89.186 -1.444 TEST 27.75 313.23 8.27 2E 42.809 160.186 0.0009 0.145 Vel = 1.87 250.00 Qa = 250.00 TEST 563.23 48.270 K Factor = 81.07 * 372 70.083 5.60 15.97 1 0.0 10.000 120 8.133 to 0.0 0.0 0.0 373 70.083 15.97 1.049 0.0 10.000 0.0858 0.858 Vel = 5.93 373 70.083 5.60 16.79 1.25 T 6.0 3.250 120 8.991 to 0.0 6.000 0.0 391 70.083 32.76 1.38 0.0 9.250 0.0853 0.789 Vel = 7.03 0.0 391 32.76 9.780 K Factor = 10.48 * 374 70.083 5.60 15.46 1 0.0 2.208 120 7.625 to 0.0 0.0 0.0 410 70.083 15.46 1.049 0.0 2.208 0.0806 0.178 Vel = 5.74 410 70.083 14.82 1.25 0.0 7.792 120 7.803 to 0.0 0.0 0.0 376 70.083 30.28 1.38 0.0 7.792 0.0737 0.574 Vel = 6.50 376 70.083 5.60 16.21 1.25 T 6.0 3.250 120 8.377 to 0.0 6.000 0.0 393 70.083 46.49 1.38 0.0 9.250 0.1630 1.508 Vel = 9.97 0.0 393 46.49 9.885 K Factor = 14.79 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 6 CONNECTOR BLDG 3RD FLOOR 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 * 375 70.083 5.60 14.82 1 T 5.0 5.750 120 7.000 to 0.0 5.000 0.0 410 70.083 14.82 1.049 0.0 10.750 0.0747 0.803 Vel = 5.50 0.0 410 14.82 7.803 K Factor = 5.31 * 387 70.083 5.60 17.55 1 T 5.0 1.167 120 9.819 to 0.0 5.000 0.0 411 70.083 17.55 1.049 0.0 6.167 0.1022 0.630 Vel = 6.52 411 70.083 0.0 2.5 0.0 6.875 120 10.449 to 0.0 0.0 0.0 412 70.083 17.55 2.635 0.0 6.875 0.0012 0.008 Vel = 1.03 412 70.083 0.0 2.5 T 16.474 4.208 120 10.457 to 0.0 16.474 0.0 394 70.083 17.55 2.635 0.0 20.682 0.0012 0.024 Vel = 1.03 0.0 394 17.55 10.481 K Factor = 5.42 * 378 70.083 5.43 16.34 1 0.0 12.000 120 9.047 K = K @ E1 to 0.0 0.0 0.0 379 70.083 16.34 1.049 0.0 12.000 0.0895 1.074 Vel = 6.07 379 70.083 5.43 17.28 1.25 T 6.0 2.833 120 10.121 K = K @ E1 to 0.0 6.000 0.0 395 70.083 33.62 1.38 0.0 8.833 0.0896 0.791 Vel = 7.21 0.0 395 33.62 10.912 K Factor = 10.18 * 381 70.833 5.41 19.82 1 0.0 12.000 120 13.442 K = K @ E2 to 0.0 0.0 0.0 382 70.833 19.82 1.049 0.0 12.000 0.1279 1.535 Vel = 7.36 382 70.833 5.41 20.92 1.25 T 6.0 1.750 120 14.977 K = K @ E2 to E 3.0 9.000 0.325 397 70.083 40.74 1.38 0.0 10.750 0.1276 1.372 Vel = 8.74 0.0 397 40.74 16.674 K Factor = 9.98 * 385 70.083 5.43 17.32 1 0.0 12.000 120 10.161 K = K @ E1 to 0.0 0.0 0.0 386 70.083 17.32 1.049 0.0 12.000 0.0997 1.196 Vel = 6.43 386 70.083 5.43 18.30 1.25 T 6.0 2.000 120 11.357 K = K @ E1 to 0.0 6.000 0.0 414 70.083 35.62 1.38 0.0 8.000 0.0996 0.797 Vel = 7.64 0.0 414 35.62 12.154 K Factor = 10.22 * 383 70.083 5.60 17.95 1 0.0 8.583 120 10.277 to 0.0 0.0 0.0 384 70.083 17.95 1.049 0.0 8.583 0.1066 0.915 Vel = 6.66 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 7 CONNECTOR BLDG 3RD FLOOR 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 384 70.083 5.60 18.74 1.25 T 6.0 2.792 120 11.192 to 0.0 6.000 0.0 413 70.083 36.69 1.38 0.0 8.792 0.1051 0.924 Vel = 7.87 413 70.083 0.0 2.5 0.0 8.292 120 12.116 to 0.0 0.0 0.0 414 70.083 36.69 2.635 0.0 8.292 0.0046 0.038 Vel = 2.16 414 70.083 35.62 2.5 E 8.237 7.833 120 12.154 to 0.0 8.237 0.0 396 70.083 72.31 2.635 0.0 16.070 0.0158 0.254 Vel = 4.25 0.0 396 72.31 12.408 K Factor = 20.53 * Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1