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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 11/06/1994 JOB TITLE: SUNBELT LIVING CENTER DESIGN AREA 4 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 27 -346.5 4.260 PL 60.00 PF 2.9 24 9.7 0.0 18.7 0.0 7.8 100 FTG T PE 0.0 25 9.7 0.0 21.6 0.0 0.039 TL 74.27 PV 0.4 Pipe: 28 -346.5 4.260 PL 90.00 PF 4.0 25 9.7 0.0 21.6 0.0 7.8 100 FTG T PE 0.0 26 9.7 0.0 25.7 0.0 0.039 TL 104.27 PV 0.4 Pipe: 29 -346.5 4.260 PL 120.00 PF 4.9 26 9.7 0.0 25.7 0.0 7.8 100 FTG E PE 0.0 27 9.7 0.0 30.6 0.0 0.039 TL 127.14 PV 0.4 Pipe: 30 -346.5 4.260 PL 7.00 PF 1.7 27 9.7 0.0 30.6 0.0 7.8 100 FTG 2TGD PE 3.8 F -$ 1.0 0.0 36.1 0.0 0.039 TL 44.11 PV 0.4 Pipe: 31 -346.5 4.150 PL 6.00 PF 0.5 F -S 1.0 0.0 36.1 0.0 8.2 140 FTG E PE 1.7 BASE -3.0 0.0 38.2 0.0 0.024 TL 19.30 PV 0.5 Pipe: 32 -346.5 4.23 PL 80.00 PF 2.7 BASE -3.0 0.0 38.2 0.0 7.9 150 FTG 2ET PE 0.0 A -3.0 0.0 40.9 0.0 0.019 TL 140.44 PV 0.4 Pipe: 33 -346.5 4.230 PL 20.00 PF 1.9 A , -3.0 0.0 40.9 0.0 7,9 150 FTG ETC PE 0.0 B -3.0 H.S. 42.8 100.0 0.019 TL 98.58 PV 0.4 Pipe: 34 -446.5 7.980 PL 500.00 PF 0.8 B -3.0 H.S. 42.8 100.0 2.9 150 FTG 2ETG PE -1.9 TEST 1.5 SRCE 41.7 (N /A) 0.001 TL 613.33 PV 0.1 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 428L203 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.077 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 12.9 ft /sec at pipe 20.