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� _ � ��` = � ! SPRINKL�R SYST�M HYDRAULIC ANALYSIS Pa e 1 t DATE; 3�/1/Z001 ; Q:\FZLES`CURltAY\98427_18\$027FPOZgSDF JOB TZTLE: East ;Pasco piagnos�Cic � InFAT�R SUPPLY DATA SOURCE STAT�IC RESID. FLOW AVAIL. 70TAL RE 'D Q NODE PRES PRESS. C� PRE55. C� DEMAND PRESS. � TAG � (PSIIi � (PSI) (GPM) (PS�) (GPM) (PSI) SRC � 78.f0 65.0 500.0 66. 7 462.9 53.4 : � I AGGREGATE FLOW ANALYSIS: ' � � TOTALIFLOW AT SOURCE 462.9 GPM � TOTAL' HOSE �STREAM A�LOWANCE AT SOURC� 100.0 GPM � OTHER,� HOSE STREAM ALLOWANCES 0.0 GPM 'I TO7AL' DISCHARGE FRpM ACTTVE SPRINKLERS 36Z. 9 GPM �i , NODE ANALYSIS D'ATA NODE 'TAG ELE�ATION NODL IYPE PRESSURE DISCHARGE � C,�� CPST) (GPM) _ � SRC � 3� '. S SouRCE 53.4 362 .9 � � � � 31. 5 - - - - 16.1 -- � - , 1B 3�. 5 - - - - 11.6 - - - 1c 3�'. 5 � - � - ' 13.2 - - - , lD � 3�.5 - - - - 14.3 - - � � 7.E 3�. 5 - - - - 11.9 - - - 1F ; 3�.. 5 � -- - -- 12 .3 - - ^ 1G 31. 5 - - - - 17.6 _ _ � 1H j 3+1. 5 - _ - _ 11.6 - _ - 2A ; 3,2 .2 - - 15.7 - - 2A5 3;3.2 K= 5. 80 14.3 21.9 26 3z.2 � - - - 9.8 - - - 2BS �0. 8 K= 5.�0 9.0 1:7.� � 3B 32.2 -- - - - 9.0 - - - 3ss � 30.8 K= 5.70 8. 5 16.6 4s ; 3Z.2 - - - ^ 8.Z - - - 4BS , 30.8 K= 5.70 7. 8 15.9 5B ' 32.2 - - - - 7. 3 - - - , 5B5 � �30.8 K= 5.70 7.0 15. 1 ; 2C � 3�2.2 - - - - X1.7 - - - 2CS ; 3�3.� K= 5.80 9.9 18. 3 3C ; �2.2 � - - - 10. 8 - - - ' 3C5 ' 33.Z K= 5.80 9.7 18.1 4� ! ,2.2 - - - - 9.9 - - - , �t5 ; 3.2 K= 5. 80 8.9 17. 3 ; 5C � �2.2 - - - - 9.0 - - - � 5C5 �33.2 K� 5. 80 8.0 16.4 , 2D '32.2 - - - -- 13.9 - - -- I 2�5 , �33.2 K= 5.80 x2.6 Z0.6 2� '3z.2 - - - ^ 10. 5 _ _ _ 2�s ; 33.2 K= 5.80 8.8 1.7.2 � 3E � 32.2 - - - - 9.6 - - - ; 3�s I �3 .2 K= 5.80 8.6 17.0 4E � 32 .z � - - - 9.1 -- _ _ i ; � � � i I � ; � � ' I