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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 <br /> Date: 01/13/20 FOE,.SDF <br /> 308 TITLE: EAGLES ZEPHYRHILLS <br /> PIPE DATA (cont.) <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) F.L./FT (PSI) <br /> Pipe: 13 -286.8 2.705 PL 14.00 PF 1.1 <br /> 22 21.0 0.0 23.1 6.0 10.4 120 FTG ---- PE 0.0 <br /> 23 21.0 0.0 24.3 0.0 0.681 TL 14.00 PV 0.7 <br /> Pipe: 14 -259.8 2.705 PL 42.00 PF 8.9 <br /> 23 21.0 0.0 24.3 0.0 14.5 120 FTG 3L PE 0.0 <br /> TR 21.0 0.0 33.2 0.0 0.148 TL 60.00 PV 1.4 <br /> Pipe: 15 -259.8 2.705 PL 19.00 PF 2.8 <br /> TR 21.0 0.0 33.2 0.0 14.5 ,- 220 FTG ---- PE 8.2 <br /> BR 2.0 0.0 44.2 0.0 0.148 TL 19.00 PV 1.4 <br /> Pipe: 16 -159.8 4.240 PL 75.00 PF 1.6 <br /> BR 2.0 0.0 44.2 0.0 5.9 150 FTG Tk PE 0.0 <br /> DO 2.0 0.0 45.9 0.0 0.011 TL 150.00 PV 0.2 <br /> Pipe: 17 FIXED PRESSURE LOSS DEVICE <br /> DI 2.0 0.0 48.4 0.0 2.5 psi, 259.8 gpm <br /> DO 2.0 0.0 45.9 0.0 <br /> Pipe: 18 -259.8 4.240 PL 120.00 PF 1.8 <br /> DI 2.0 0.0 48.4 0.0 5.9 150 FTG 4L PE 0.9 <br /> SRC 0.0 SRCE 51.1 (N/A) 0.011 TL 168.00 PV 6.2 <br /> NOTES: <br /> (1) Calculations were performed by the HASS 6.0 computer program <br /> under license no. F675 granted by <br /> HRS Systems, Inc. <br /> 4792 LaVista Road <br /> Tucker, GA 30084 <br /> (2) The system has been balanced to provide an average <br /> imbalance at each node of 0.003 gpm and a maximum <br /> imbalance at any node of 0.052 gpm. <br /> (3) Velocity pressures are printed for information only, and are <br /> not used in balancing the system. Maximum water velocity <br /> is 15.7 ft./sec at pipe 11. <br />