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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 <br /> Date: 11/06/199 <br /> JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 2 <br /> PIPE DATA (cont.) <br /> PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. <br /> END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) (PSD <br /> NODES (FT) (K) (PSI) (GPM) <br /> Pipe: 27 -346.4 4.260 PL 94.00 PF 4.2 <br /> 24 9.7 0.0 18.7 0.0 7.8 0.009 TL PV 0.4 <br /> 25 9.7 0.0 22.9 0.0 <br /> Pipe: 27A -346.4 4.260 PL 94.00 PF 3.9 <br /> 25 9.7 0.0 22.9 0.0 7.8 0.009 TL PV 0.4 <br /> 26 9.7 0.0 26.8 0.0 <br /> Pipe: 27B -346.4 4.260 PL 7.00 PF 1.7 <br /> 8 <br /> 26 9.7 0.0 26.8 0.0 7.8 0. FTG 44T1D P 3 .8 <br /> F -S 1.0 0.0 32.3 0.0 <br /> Pipe: 28 -346.4 4.150 PL 6.00 PF 0.5 <br /> F -S 1.0 0.0 32.3 0.0 8.2 140 FTG E PE 1.7 <br /> BASE -3.0 0.0 34.5 0.Q 0.024 TL 19.30 PV 0.5 <br /> Pipe: 29 -346.4 4.230 PL 80.00 PF 2.7 <br /> BASE -3.0 0.0 34.5 0.0 7.9 0.150 FTG <br /> 140 T P 0. <br /> A -3.0 0.0 37.2 0.0 <br /> Pipe: 30 -346.4 4.230 PL 20.00 PF 1.9 <br /> A -3.0 0.0 37.2 0.0 7.9 150 FTG ETC PE 0.0 <br /> B -3.0 H.S. 39.0 100.0 0.019 TL 98.58 PV 0.4 <br /> Pipe: 31 -446.4 7.980 PL 500.00 PF 0.8 <br /> B -3.0 H.S. 39.0 100.0 2.9 0.000 TL PV 0.1 <br /> TEST 1.5 SRCE 37.9 (N /A) <br /> NOTES: <br /> (1) Calculations were performed by the HASS 5.8.0 computer program <br /> under license no. 428L203 granted by <br /> HRS Systems, Inc. <br /> 2193 Ranchwood Dr., N.E. <br /> Atlanta, GA 30345 <br /> (2) The system has been balanced to provide an average <br /> imbalance at each node of 0.002 gpm and a maximum <br /> imbalance at any node of 0.067 gpm. <br /> (3) Velocity pressures are printed for information only, and are <br /> not used in balancing the system. Maximum water velocity <br /> is 12.9 ft /sec at pipe 20. <br />