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Flow Summary - NFPA 2007 <br /> A-PEX Design Services Inc. Page 4 <br /> BENTON SQUARE BLDG E -Two Head Calculation (H.3 & H.1) Date 1/18/2024 <br /> SUPPLY ANALYSIS <br /> Node at Static Residual Available <br /> Source Pressure Pressure Flow Pressure Total Demand Required Pressure <br /> STR 43.0 20 500.0 42.951 18.0 34.018 <br /> NODE ANALYSIS <br /> Pressure Discharge <br /> Node Tag Elevation Node Type at Node at Node Notes <br /> H.3 124.0 3 9.0 9.0 <br /> H.8 124.0 9.59 <br /> T.23 124.0 9.98 <br /> T.24 124.0 10.12 <br /> T.27 116.0 14.63 <br /> T.29 116.0 14.87 <br /> T.32 108.0 19.64 <br /> T.31 108.0 20.62 <br /> S.1 104.0 24.25 <br /> MTR 100.0 30.33 <br /> STIR 100.0 34.02 <br /> H.1 124.0 3 9.0 9.0 <br /> H.2 124.0 9.8 <br /> T.20 124.0 9.96 <br /> T.22 116.0 14.46 <br /> H.9 116.0 14.51 <br /> T.26 116.0 14.62 <br /> T.28 116.0 14.65 <br /> H.16 116.0 14.76 <br /> T.35 116.0 14.79 <br /> T.36 116.0 15.06 <br /> T.34 108.0 19.58 <br /> H.15 108.0 19.8 <br /> T.21 124.0 10.04 <br /> H.6 124.0 10.08 <br /> H.7 124.0 10.14 <br /> H.11 124.0 10.25 <br /> T.30 124.0 10.33 <br /> T.25 124.0 10.14 <br /> H.12 124.0 10.16 <br /> H.18 124.0 10.25 <br /> H.17 124.0 10.3 <br /> H.5 116.0 14.49 <br /> HA 116.0 14.54 <br /> H.10 116.0 14.6 <br /> H.13 116.0 14.63 <br /> H.14 116.0 14.92 <br /> H.19 116.0 15.0 <br /> T.38 116.0 15.04 <br /> T.37 116.0 15.09 <br /> T.33 108.0 19.58 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />