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Flow Summary - NFPA 2007 <br /> A-PEX Design Services Inc. Page 3 <br /> CHELSEA HEIGHTS LOT 47 PLAN LENNON GL-Two Head Calculation (H.3 & HA) Date 7/22/2024 <br /> SUPPLY ANALYSIS <br /> Node at Static Residual Available <br /> Source Pressure Pressure Flow Pressure Total Demand Required Pressure <br /> STIR 87.0 20 500.0 86.718 26.0 42.792 <br /> NODE ANALYSIS <br /> Pressure Discharge <br /> Node Tag Elevation Node Type at Node at Node Notes <br /> H.3 116.0 4.9 7.04 13.0 0.05 256 <br /> H.12 116.0 9.21 <br /> T.27 116.0 10.59 <br /> T.26 108.0 17.35 <br /> H.18 108.0 17.6 <br /> T.25 108.0 19.22 <br /> T.24 108.0 19.24 <br /> S.1 104.0 21.97 <br /> PRV 100.0 31.22 <br /> MTR 100.0 37.48 <br /> STIR 100.0 42.79 <br /> HA 116.0 4.9 7.04 13.0 0.05 256 <br /> T.19 116.0 8.07 <br /> H.1 116.0 8.38 <br /> H.6 116.0 9.73 <br /> T.22 116.0 10.66 <br /> T.28 116.0 10.6 <br /> H.16 116.0 10.6 <br /> H.17 116.0 10.61 <br /> H.14 116.0 10.62 <br /> H.13 116.0 10.63 <br /> H.11 116.0 10.64 <br /> H.7 116.0 10.65 <br /> H.15 108.0 17.42 <br /> T.23 108.0 17.71 <br /> H.10 108.0 17.83 <br /> T.20 108.0 18.03 <br /> T.21 108.0 18.06 <br /> H.5 108.0 18.35 <br /> H.2 108.0 18.68 <br /> H.8 108.0 18.86 <br /> H.9 108.0 18.05 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />