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- Flow Summary - NFPA 2007 <br /> Uponor � Page 4 <br /> " STOiVEBAY TOWNHOMES-One Head Calculation (H.2) Date 4/13l2016 <br /> SUPPLYANALYS/S <br /> Node at Static Residual Available <br /> Source Pressure Pressure Flow Pressure Tota/Demand Required Pressure <br /> STR 62.0 61 1055.0 62.0 16.97 47.403 <br /> NODE ANALYS/S <br /> Pressure Discharge <br /> Node Tag Elevation Node Type at Node at Node Notes <br /> H.2 129.0 4.9 12.0 16.97 <br /> H.4 129.0 12.82 <br /> T.27 129.0 13.04 <br /> T.29 129.0 13.37 <br /> T.41 119.0 18.14 <br /> T.49 109.0 23.08 <br /> T.48 109.0 23.26 <br /> T.45 109.0 23.9 <br /> S.1 104.0 28.03 <br /> PRV 100.0 37.04 <br /> MTR 100.0 40.32 <br /> STR 100.0 47.4 <br /> H.3 129.0 12.5 <br /> T25 129.0 12.78 <br /> T.31 119.0 17.88 <br /> H.14 119.0 17.92 <br /> T.32 119.0 17.96 <br /> H.17 119.0 18.02 <br /> T.37 119.0 18.06 <br /> T.39 119.0 18.07 <br /> T.42 119.0 18.11 <br /> T.43 119.0 18.18 <br /> T.50 109.0 23.08 <br /> H.22 109.0 23.26 <br /> T.47 109.0 23.38 <br /> T.46 109.0 23.47 <br /> H.21 109.0 23.58 <br /> H.1 129.0 12.85 <br /> T.26 129.0 13.17 <br /> H.5 129.0 13.3 <br /> H.6 129.0 13.47 <br /> T.28 129.0 13.54 <br /> T.38 119.0 18.25 <br /> H.10 129.0 13.44 <br /> H.9 129.0 13.51 <br /> T.30 129.0 13.56 <br /> H.7 129.0 13.55 <br /> H.8 129.0 13.56 <br /> H.12 119.0 17.91 <br /> H.11 119.0 17.97 <br /> H.13 119.0 18.02 <br /> H.15 119.0 18.08 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />