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� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 " DATE: 10/22/2000 C:\HASS72\AZLIANCEI.SDF ' JOB TITLE: a1l�ance church of zephyrhills PIPE TAG � Q(GPM) DIA(IN) LENGTH PRESS. END� ELEV. i NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (psI) Pi e: 14 P =137. 0 2. 635 PL 10. 00 PF 0.5 14 ' 20. 6 0.0 17.1 0. 0 8.1 120 FTG ---- PE 0.0 15 , 20. 6 0.0 17. 6 0. 0 0.052 TL 10. 00 PV 0. 4 � Pipe: 15 � -206.8 2. 635 PL 44 . 00 PF 7.5 15 20. 6 � 0. 0 17. 6 0. 0 12.2 120 FTG 3E PE 2.7 20 ' 14.2 '� 0. 0 27 .8 0.0 0.110 TL 68. 00 PV 1. 0 � � Pipe: 16 ; -206. 8 2. 635 PL 79. 00 PF 9. 6 20 , 14.2 ; 0.0 27.8 0.0 12.2 120 FTG E PE 0. 0 25 14.2 � 0.0 37.4 0.0 0. 110 TL 87. 00 PV 1. 0 Pipe: 17 -206.8 4 .260 PL 24 .00 PF 0.5 25 ' 14 .2 ' 0. 0 37. 4 0.0 4.7 120 FTG 2E PE 2.4 30 , 8. 8 � 0.0 40. 4 0.0 0. 011 TL 50. 00 PV 0. 1 Pi'pe: 18 -206. 8 4.260 PL 8.75 PF 0.2 30 i 8.8 � 0. 0 40.4 0. 0 4.7 120 FTG E PE 3.8 35 , 0. 0 0.0 44.4 0. 0 0. 011 TL 21.75 PV 0.1 Pipe: 19 -206. 8 4.220 PL 105. 00 PF 0. 9 35 ; 0.0 i 0.0 44 .4 0.0 4 .7 140 FTG ---- PE 0. 0 40 0.0 ; 0.0 45.3 0.0 0.008 TL 105.00 PV 0.2 i � Pipe: 20 FIXED PRESSURE LOSS DEVICE 45 0.0 , 0.0 48.3 0.0 3.0 psi, 206.8 gpm 40 0. 0 0.0 45.3 0.0 � Pipe: 21 -206.8 4 .220 PL 10. 00 PF 0.4 45 0.0 0.0 48.3 0. 0 4 .7 140 FTG TG PE 0.0 50 ' 0.0 SRCE 48 .7 (N/A) 0. 008 TL 50.00 PV 0.2 NOTES: (1} Calculations were performed by the HASS 7.2 computer program under licen�se no. 38010405 granted by ; � - HRS Systems, Inc. , � 4792 LaVista Road � � Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance a�t each node of 0.005 gpm and a maximum imbalance alt any node of 0. 096 gpm. � i (3) Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is ; 12.2 ft/sec at pipe 16. . � I � i _ � ; , .