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. Final Calculations - Hazen-Williams <br /> Uponor Page 6 <br /> ' S'fONEBAY 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 /> H.3 12.24 0.862 0.0 5.000 7.040 K Factor=4.90 <br /> to 150.0 0.0 0.0 0.0 <br /> T.25 12.24 0.0904 0.0 5.000 0.452 Vel= 6.73 <br /> T.25 -5.63 0.862 2Utb 34.0 18.752 7.492 <br /> to 150.0 0.0 28.000 4.331 <br /> T.31 6.61 0.0289 0.0 46.752 1.353 Vel = 3.63 <br /> T.31 -3.21 0.862 Utr 2.0 7.000 13.176 <br /> to 150.0 0.0 2.000 0.0 <br /> H.13 3.4 0.0083 0.0 9.000 0.075 Vel = 1.87 <br /> H.13 0.0 0.862 Utr 2.0 7.000 13.251 <br /> to 150.0 0.0 2.000 0.0 <br /> T.33 3.4 0.0084 0.0 9.000 0.076 Vel = 1.87 <br /> T.33 0.0 0.862 Utr 2.0 11.000 13.327 <br /> to 150.0 0.0 2.000 0.0 <br /> H.17 3.4 0.0085 0.0 13.000 0.110 Vel = 1.87 <br /> H.17 0.0 0.862 Utr 2.0 5.000 13.437 <br /> to 150.0 0.0 2.000 0.0 <br /> T.38 3.4 0.0084 0.0 7.000 0.059 Vel = 1.87 <br /> T.38 -0.34 0.862 Utr 2.0 1.000 13.496 <br /> to 150.0 0.0 2.000 0.0 <br /> T.39 3.06 0.0070 0.0 3.000 0.021 Vel = 1.68 <br /> T.39 0.34 0.862 Utr 2.0 6.000 13.517 <br /> to 150.0 0.0 2.000 0.0 <br /> T.42 3.4 0.0084 0.0 8.000 0.067 Vel = 1.87 <br /> T.42 -1.06 0.862 2Utb 34.0 1.000 13.584 <br /> to 150.0 0.0 28.000 0.0 <br /> T.43 2.34 0.0042 0.0 29.000 0.122 Vel = 1.29 <br /> T.43 5.88 0.862 Utb 17.0 15.000 13.706 <br /> to 150.0 0.0 14.000 4.331 <br /> T.50 8.22 0.0432 0.0 29.000 1.254 Vel = 4.52 <br /> T.50 -0.48 0.862 Utr 2.0 8.000 19.291 <br /> to 150.0 0.0 2.000 0.0 <br /> H.22 7.74 0.0387 0.0 10.000 0.387 Vel = 4.26 <br /> H.22 0.0 0.862 Utr 2.0 5.000 19.678 <br /> to 150.0 0.0 2.000 0.0 <br /> T.45 7.74 0.0387 0.0 7.000 0.271 Vel = 4.26 <br /> T.45 0.0 0.862 Utr 2.0 3.000 19.949 <br /> to 150.0 0.0 2.000 0.0 <br /> T.46 7.74 0.0386 0.0 5.000 0.193 Vel= 4.26 <br /> T.46 0.0 0.862 0.0 4.000 20.142 <br /> to 150.0 0.0 0.0 0.0 <br /> H.21 7.74 0.0388 0.0 4.000 0.155 Vel= 4.26 <br /> H.21 0.0 0.862 Utb 17.0 4.000 20.297 <br /> to 150.0 Utr 2.0 16.000 0.0 <br /> T.47 7.74 0.0387 0.0 20.000 0.774 Vel= 4.26 <br /> T.47 18.28 0.862 Utr 2.0 7.000 21.071 <br /> to 150.0 T 7.528 4.904 2.166 <br /> S.1 26.02 0.3644 0.0 11.904 4.338 Vel = 14.30 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />