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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 <br />DATE: 6/20/2024FILE\HYDRAULIC CALCULATIONS\HASS FILES\NC24103 LEVEL 3.SDF <br />JOB TITLE: LEVEL 3 <br />PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. <br />END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. <br />NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) <br />Pipe: 38 206.3 4.298 PL 0.38 PF 0.0 <br />B1 92.8 0.0 62.0 0.0 4.6 120 FTG ---- PE 0.0 <br />F1 92.8 0.0 62.0 0.0 0.010 TL 0.38 PV <br />Pipe: 39 FIXED PRESSURE LOSS DEVICE <br />B2 92.8 0.0 65.5 0.0 3.5 psi, 206.3 gpm <br />B1 92.8 0.0 62.0 0.0 <br />Pipe: 40 206.3 4.298 PL 2.75 PF 0.1 <br />FG 90.5 0.0 66.6 0.0 4.6 150 FTG E PE -1.0 <br />B2 92.8 0.0 65.5 0.0 0.007 TL 16.80 PV <br />Pipe: 41 206.3 4.100 PL 93.00 PF 1.2 <br />SRC 81.3 SRCE 71.8 (N/A) 5.0 140 FTG 2E2FG PE -4.0 <br />FG 90.5 0.0 66.6 0.0 0.010 TL 124.00 PV <br />NOTES (HASS): <br />(1) Calculations were performed by the HASS 2023 D computer program <br />in accordance with NFPA (2020) <br />under license no. 64621553 granted by <br />HRS Systems, Inc. <br />208 Southside Square <br />Petersburg, TN 37144 <br />(931) 659-9760 <br />(2) The system has been calculated to provide an average <br />imbalance at each node of 0.002 gpm and a maximum <br />imbalance at any node of 0.084 gpm. <br />(3) Total pressure at each node is used in balancing the system. <br />Maximum water velocity is 9.6 ft/sec at pipe 16. <br />(4) Items listed in bold print on the cover sheet <br />are automatically transferred from the calculation report. <br />(5) Available pressure at source node SRC under full flow conditions is <br />82.82 psi with a flow of 479.85 gpm. <br />(6) PIPE FITTINGS TABLE <br />User Pipe Table Name: SMITH <br />