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� Flow Summary - NFPA 2007 <br /> Uponor � Page 4 <br /> ' STONEBAY TOWNHOMES-Two Head Calculation (H.13 & H.11) Date 4/13/2016 <br /> SUPPLYANALYSIS <br /> Node at Static Residual Availab/e <br /> Source Pressure Pressure Flow Pressure Total Demand Required Pressure <br /> STR 62.0 61 1055.0 61.999 26.01 52.38 <br /> NODE ANALYS/S <br /> Pressure Discharge <br /> Node Tag E/evation Node Type at Node at Node Notes <br /> H.13 119.0 4.9 7.04 13.0 <br /> T.34 119.0 8.0 <br /> H.15 119.0 8.44 <br /> T.41 119.0 9.22 <br /> T.46 109.0 15.22 <br /> H.22 109.0 15.54 <br /> T.49 109.0 16.11 <br /> T.51 109.0 16.95 <br /> S.1 104.0 23.82 <br /> PRV 100.0 33.16 <br /> MTR 100.0 36.77 <br /> STR 100.0 52.38 <br /> H.11 119.0 4.9 7.05 13.01 <br /> T.33 119.0 7.86 <br /> T.27 129.0 4.87 <br /> H.1 129.0 4.91 ' <br /> H.3 129.0 4.99 <br /> H.5 129.0 5.1 <br /> T.28 129.0 5.14 <br /> T.38 119.0 9.71 <br /> T.47 109.0 15.22 <br /> H.23 109.0 15.3 <br /> T.48 109.0 15.39 <br /> H.25 109.0 15.76 <br /> T.52 109.0 15.94 <br /> T.53 109.0 16.14 <br /> H.26 109.0 16.26 <br /> H.24 109.0 16.46 <br /> H.12 119.0 8.12 <br /> H.14 119.0 8.62 <br /> T.36 119.0 9.06 <br /> T.39 119.0 9.24 <br /> H.2 129.0 4.9 <br /> H.4 129.0 5.08 <br /> T.30 129.0 5.18 <br /> T.31 129.0 5.21 <br /> T.43 119.0 10.06 <br /> H.18 119.0 9.31 <br /> T.44 119.0 9.41 <br /> H.17 119.0 9.27 <br /> T.40 119.0 9.31 <br /> T.42 119.0 9.32 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />