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Final Calculations - Hazen-Williams � <br /> Uponor Page 7 , , <br /> STONEBAY TOWNHOMES -Two Head Calculation (H.3 & H.5) Date 4/13/2016 <br /> Hyd. Qa Dia. Fitting Pipe Pt Pt <br /> Ref. "C" or Ftng's Pe Pv *"'`'`*"'` Notes *****" <br /> Point Qt Pf/Ft Eqv. Ln. Total Pf Pn <br /> S.1 0.0 1.054 2E 2.44 2.000 27.575 <br /> to 150.0 0.0 2.440 8.732 *" Fixed Loss= 7 <br /> PRV 26.02 0.1369 0.0 4.440 0.608 Vel = 9.57 <br /> PRV 0.0 1.054 2E 2.44 2.000 36.915 <br /> to 150.0 0.0 2.440 3.000 ** Fixed Loss= 3 <br /> MTR 26.02 0.1369 0.0 4.440 0.608 Vel = 9.57 <br /> MTR 0.0 0.911 E 1.521 50.000 40.523 <br /> to 150.0 T 3.801 6.082 0.0 <br /> STR 26.02 0.2785 G 0.76 56.082 15.617 Vel = 12.81 <br /> 0.0 <br /> 26.02 56.140 K Factor= 3.47 <br /> H.3 0.76 0.862 Utr 2.0 7.000 7.040 <br /> to 150.0 0.0 2.000 0.0 <br /> H.1 0.76 0.0006 0.0 9.000 0.005 Vel = 0.42 <br /> H.1 0.0 0.862 Utr 2.0 21.000 7.045 <br /> to 150A 0.0 2.000 0.0 <br /> H.5 0.76 0.0005 0.0 23.000 0.012 Vel = 0.42 <br /> H.5 13.01 0.862 Utr 2.0 4.000 7.057 K Factor=4.90 <br /> to 150.0 0.0 2.000 0.0 <br /> H.7 13.77 0.1123 0.0 6.000 0.674 Vel = 7.57 <br /> H.7 0.0 0.862 0.0 3.000 7.731 <br /> to 150.0 0.0 0.0 0.0 <br /> T.28 13.77 0.1123 0.0 3.000 0.337 Vel = 7.57 <br /> T.28 -6.27 0.862 Utr 2.0 20.492 8.068 <br /> to 150.0 Utb 17.0 16.000 4.331 <br /> T.37 7.5 0.0365 0.0 36.492 1.331 Vel = 4.12 <br /> T.37 2.27 0.862 Utb 17.0 13.000 13.730 <br /> to 150.0 0.0 14.000 4.331 <br /> T.48 9.77 0.0595 0.0 27.000 1.606 Vel = 5.37 <br /> T.48 8.51 0.862 Utr 2.0 5.399 19.667 <br /> to 150.0 0.0 2.000 0.0 <br /> T.47 18.28 0.1898 0.0 7.399 1.404 Vel = 10.05 <br /> 0.0 <br /> 18.28 21.071 K Factor= 3.98 <br /> T.25 5.63 0.862 Utr 2.0 3.000 7.492 <br /> to 150.0 0.0 2.000 0.0 <br /> H.2 5.63 0.0214 0.0 5.000 0.107 Vel = 3.10 <br /> H.2 0.0 0.862 Utr 2.0 20.000 7.599 <br /> to 150.0 0.0 2.000 0.0 <br /> T.26 5.63 0.0215 0.0 22.000 0.473 Vel = 3.10 <br /> T.26 0.0 0.862 Utr 2.0 7.000 8.072 <br /> to 150.0 0.0 2.000 0.0 <br /> H.6 5.63 0.0214 0.0 9.000 0.193 Vel = 3.10 <br /> H.6 0.0 0.862 Utr 2.0 13.000 8.265 <br /> to 150.0 0.0 2.000 0.0 <br /> H.8 5.63 0.0215 0.0 15.000 0.323 Vel = 3.10 <br /> H.8 0.0 0.862 Utr 2.0 2.000 8.588 <br /> to 150.0 0.0 2.000 0.0 <br /> T.30 5.63 0.0215 0.0 4.000 0.086 Vel = 3.10 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />