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Final Calculations - Hazen-Williams Beneficial Fire Protection Page 6 FMC ZEPHYRHILLS EAST PORTE COCHERE Date 070518 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """" Notes *" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 4B 20.06 1.049 T 5.0 5.920 18.948 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 60 39.56 0.4594 0.0 10.920 5.017 Vel = 14.69 0.0 39.56 23.965 K Factor= 8.08 4D 19.54 1.049 0.0 11.330 17.617 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 4E 19.54 0.1246 0.0 11.330 1.412 Vel = 7.25 4E 20.10 1.049 T 5.0 5.920 19.029 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 61 39.64 0.4614 0.0 10.920 5.038 Vel = 14.72 0.0 39.64 24.067 K Factor= 8.08 4G 19.73 1.049 0.0 11.330 17.955 K Factor @ node EQ01 to , 120.0 0.0 0.0 0.0 4H 19.73 0.1269 0.0 11.330 1.438 Vel = 7.32 4H 2O.29 1.049 T 5.0 5.920 19.393 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 62 40.02 0.4695 0.0 10.920 5.127 Vel = 14.86 0.0 40.02 24.520 K Factor= 8.08 4J 20.05 1.049 0.0 11.330 18.541 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 4K 20.05 0.1307 0.0 11.330 1.481 Vel = 7.44 4K 20.61 ' 1.049 T 5.0 5.920 20.022 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 63 40.66 0.4836 0.0 10.920 5.281 Vel = 15.09 0.0 40.66 25.303 K Factor= 8.08 18 21.34 1.049 0.0 9.670 22.582 to 120.0 0.0 0.0 0.0 19 21.34 0.1466 0.0 9.670 1.418 Vel = 7.92 19 44.00 1.049 T 5.0 3.580 24.000 to 120.0 0.0 5.000 0.0 64 65.34 1.1632 0.0 8.580 9.980 Vel = 24.26 0.0 65.34 33.980 K Factor= 11.21 60 61.56 2.635 0.0 8.670 23.965 to 120.0 0.0 0.0 0.0 61 61.56 0.0118 0.0 8.670 0.102 Vel = 3.62 61 61.70 2.635 0.0 10.670 24.067 to 120.0 0.0 0.0 0.0 62 123.26 0.0425 0.0 10.670 0.453 Vel = 7.25 62 62.28 2.635 0.0 8.670 24.520 to 120.0 0.0 0.0 0.0 63 185.54 0.0903 0.0 8.670 0.783 Vel = 10.92 63 63.29 2.635 3E 24.711 24.580 25.303 to 120.0 0.0 24.711 1.009 64 248.83 0.1556 0.0 49.291 7.668 Vel = 14.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087