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Flow Summary - NFPA 2007 <br /> A-PEX Design Services Inc. Page 4 <br /> BENTON SQUARE BLDG A PLAN C GL- One Head Calculation (H.3) Date 1/30/2024 <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 42.956 17.0 34.101 <br /> NODE ANALYSIS <br /> Pressure Discharge <br /> Node Tag Elevation Node Type at Node at Node Notes <br /> H.3 124.0 4.9 12.03 17.0 0.05 324 <br /> T.19 124.0 12.8 <br /> T.20 116.0 17.25 <br /> T.24 116.0 17.37 <br /> T.28 116.0 17.39 <br /> T.29 116.0 17.42 <br /> T.26 108.0 21.72 <br /> T.21 108.0 22.18 <br /> T.22 108.0 22.21 <br /> S.1 104.0 24.84 <br /> MTR 100.0 30.78 <br /> STR 100.0 34.1 <br /> T.18 124.0 12.3 <br /> HA 124.0 12.51 <br /> H.8 124.0 12.88 <br /> T.25 124.0 13.12 <br /> T.27 116.0 17.41 <br /> T.23 116.0 17.5 <br /> H.7 124.0 12.88 <br /> H.11 124.0 12.98 <br /> H.13 124.0 13.09 <br /> T.33 124.0 13.14 <br /> T.34 124.0 13.17 <br /> T.35 116.0 17.36 <br /> T.36 116.0 17.4 <br /> H.17 116.0 17.41 <br /> T.32 116.0 17.47 <br /> T.30 108.0 21.73 <br /> H.12 124.0 13.14 <br /> T.31 124.0 13.15 <br /> H.16 124.0 13.17 <br /> H.6 116.0 17.27 <br /> H.2 116.0 17.34 <br /> H.1 116.0 17.4 <br /> H.5 116.0 17.47 <br /> H.14 116.0 17.38 <br /> H.9 116.0 17.38 <br /> H.10 116.0 17.42 <br /> H.15 108.0 21.72 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />