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Flow Summary - NFPA 2007 <br /> A-PEX Design Services Inc. Page 4 <br /> BENTON SQUARE BLDG D PLAN C GL-Two Head Calculation (H.11 & H.7) Date 3/15/2024 <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 31.622 <br /> NODE ANALYSIS <br /> Pressure Discharge <br /> Node Tag Elevation Node Type at Node at Node Notes <br /> H.11 124.0 3 9.0 9.0 <br /> H.13 124.0 9.48 <br /> T.33 124.0 9.74 <br /> T.34 116.0 14.1 <br /> T.35 116.0 14.14 <br /> H.17 116.0 14.16 <br /> T.32 116.0 14.23 <br /> T.30 108.0 18.58 <br /> T.21 108.0 19.09 <br /> T.22 108.0 19.12 <br /> S.1 104.0 21.86 <br /> MTR 100.0 27.93 <br /> STR 100.0 31.62 <br /> H.7 124.0 3 9.01 9.0 <br /> T.19 124.0 9.48 <br /> T.20 116.0 14.0 <br /> T.24 116.0 14.12 <br /> T.28 116.0 14.15 <br /> T.29 116.0 14.18 <br /> T.26 108.0 18.58 <br /> H.3 124.0 9.59 <br /> T.18 124.0 9.65 <br /> HA 124.0 9.7 <br /> H.8 124.0 9.8 <br /> T.25 124.0 9.86 <br /> T.27 116.0 14.18 <br /> T.23 116.0 14.28 <br /> H.16 124.0 9.75 <br /> T.31 124.0 9.79 <br /> H.12 124.0 9.82 <br /> H.6 116.0 14.02 <br /> H.2 116.0 14.1 <br /> H.1 116.0 14.16 <br /> H.5 116.0 14.24 <br /> H.14 116.0 14.13 <br /> H.9 116.0 14.14 <br /> H.10 116.0 14.19 <br /> H.15 108.0 18.58 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />