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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 <br /> Date: 11/06/1994 <br /> JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 1 <br /> PIPE DATA (cont.) <br /> PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. <br /> END ELEV. NOZ. PT pISC. VEL(FPS) HW(C) (FT) SUM. <br /> NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) <br /> Pipe: 27 - 215.7 3.260 PL 7.00 PF 1.1 <br /> 28 9.0 0.0 28.9 0.0 8.3 120 FTG CG PE 3.5 <br /> F -S 1.0 0.0 33.5 0.0 0.042 TL 27.00 PV 0.5 <br /> Pipe: 28 -215.7 4.150 PL 6.00 PF 0.2 <br /> F -S 1.0. 0.0 33.5 0.0 5.1 140 FTG. E PE 1.7 <br /> BASE -3.0 0.0 35.4 0.0 0.010 TL 19.30 PV 0.2 <br /> Pipe: 29 -215.7 4.230 PL 80.00 PF 1.1 <br /> BASE -3.0 0.0 35.4 0.0 4.9 150 FTG 2ET PE 0.0 <br /> A -3.0 0.0 36.5. 0.0 0.008 TL 140.44 PV 0.2 <br /> Pipe: 30 -215.7 4.230 PL 20.00 PF 0.8 <br /> A -3.0 0.0 36.5 0.0 4.9 150 FTG ETC PE 0.0 <br /> B -3.0 H.S. 37.3 100.0 0.008;TL 98.58 PV 0.2 <br /> Pipe: 31 -315.8 7.980 PL 500.00 PF 0.4 <br /> B -3.0 H.S. 37.3 100.0 2.0 150 FTG 2ETG PE -1.9 <br /> TEST 1.5 SRCE 35.8 (N /A) 0.001 TL 613.33 PV 0.0 <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 0.003 gpm and a maximum <br /> imbalance at any node of 0.089 gpm. <br /> (3) Velocity pressures are printed for information only, and are <br /> not used in balancing the system. Maximum water velocity <br /> is 15.6 ft /sec at pipe 9. <br /> 9 <br />