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• Flow Summary - NFPA 2007 <br /> Uponor Page 4 <br /> ' S`TONEBAY TOWNHOMES-Two Head Calculation (H.3 & H.5) Date 4/13/2016 <br /> SUPPLYANALYSIS <br /> Node at Static Residual Available <br /> Source Pressure Pressure F/ow Pressure Tota/Demand Required Pressure <br /> STR 62.0 61 1055.0 61.999 26.02 56.14 <br /> NODE ANALYSIS <br /> Pressure Discharge <br /> Node Tag E/evation Node Type at Node at Node Notes <br /> H.3 129.0 4.9 7.04 13.0 <br /> T.25 129.0 7.49 <br /> T.31 119.0 13.18 <br /> H.13 119.0 13.25 <br /> T.33 119.0 13.33 <br /> H.17 119.0 13.44 <br /> T.38 119.0 13.5 <br /> T.39 119.0 13.52 <br /> T.42 119.0 13.58 <br /> T.43 119.0 13.71 <br /> T.50 109.0 19.29 <br /> H.22 109.0 19.68 <br /> T.45 109.0 19.95 <br /> T.46 109.0 20.14 <br /> H.21 109.0 20.3 <br /> T.47 109.0 21.07 <br /> S.1 104.0 27.58 <br /> PRV 100.0 36.92 <br /> MTR 100.0 40.52 <br /> STR 100.0 56.14 <br /> H.1 129.0 7.04 <br /> H.5 129.0 4.9 7.06 13.02 <br /> H.7 129.0 7.73 <br /> T.28 129.0 8.07 <br /> T.37 119.0 13.73 <br /> T.48 109.0 19.67 <br /> H.2 129.0 7.6 <br /> T.26 129.0 8.07 <br /> H.6 129.0 8.26 <br /> H.8 129.0 8.59 <br /> T.30 129.0 8.67 <br /> H.4 129.0 8.28 <br /> T.27 129.0 8.44 <br /> T.29 129.0 8.67 <br /> T.41 119.0 13.71 <br /> T.49 109.0 19.3 <br /> H.9 129.0 8.67 <br /> H.10 129.0 8.67 <br /> H.11 119.0 13.24 <br /> H.12 119A 13.34 <br /> H.14 119.0 13.43 <br /> H.15 119.0 13.53 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />