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,t s ' �PRINKLER SYS`fEM HYDRAULIC ANALYSIS , Pa�7e 1 Date : 04/03/93 PASCODF��1 .70B TITLE = PASCO MEDICAL CENTER OUTPr�TIENT SURGURY DESIGN AREA 1 WATER SUPPLY DATA SOURCE STA7IC RESID . FLOW AVAIL . TOTAL REQ 'D NODE PRESS . PRESS . @ PRESS . @ DEMAND f�f1kSS . �TAG ( PSI � ( PSI ) ( GPM ) ( PSI ) ( GPM ) ( F�SI ) • CITY 46 .0 40 .0 1095 .Q 43 .6 665 .0 20 .0 AGGREGATE FLOW ANALYSTS= � TOTAL FLOW AT SOURCE 665 .0 GPM , TOTF�L HOSE �TREAM ALLOWAIVCE AT SOURCE 0 .0 C;F�M ' OTHER HOSE STREAM RLLOWANCE� ?50 ,0 GPM , TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 415 .0 GI�M N�DE F�NALY�IS DATA NOC�E TAG ELEVATION NODE TYPE PRESSURF DISCHFIRGE ( FT ) ( PST ) ( GPIh ) 1 10 .0 K= 5 .60 7 .0 14 .8 2 10 .0 K= 5 .60 7 .£3 15 .6 3 � 10 .0 K= 5 .60 10 .0 17 .7 4 10 .Q K= 5 .60 11 .2 18 .8 5 10 .0 K= 5 .60 13 _8 20 .8 6 , 10 .0 K= 5 .60 15 .3 21 .9 7 10 .0 K= 5 .60 7 .5 7 5 .3 I � 10 .0 K= 5 .60 8 .3 16 . 1 I 9 10 .0 K= 5 .60 10 .7 18 .3 I 10 1U .0 K= 5 .60 12 .� 19 .� I 11 10 .0 K= 5 .60 17 .� 23 .3 12 10 .0 K= 5 .60 9 .0 16 .8 13 10 .0 K= 5 .60 10 .0 17 .7 14 10 .0 K= 5 .60 14 . 1 21 .0 i 15 10 .0 K= 5 .60 17 . 1 23 . 1 1F, 10 .0 K= 5 .60 7 _ 1 14 .9 17 10 .0 K= 5 .60 7 .7 15 .6 �� 18 ' 10 .0 K= 5 .60 9 .8 17 .6 � 19 10 .0 K= 5 .60 10 .3 18 .0 20 10 .0 K= 5 .60 13 .3 20 .4 21 ; 10 .0 K= 5 .60 14 .7 21 .5 22 10 .0 K= 5 .60 2_1 .3 25 .�5 23 11 .0 - - - - 17 .8 - - - 24 11 .0 - - - - 19 .7 - - - ?5 11 .0 - - - - 10 .2 - - - � 2�� 11 .0 - - - - 14 .5 - - - �7 11 .0 - - -- - 17 .6 - - - 2� 11 .0 - - - - 21 . 1 _ _ _ 29 11 .0 - - - - 10 . 1 - - - 30 1.1 ,0 - - - - ] 0 .7 - - - 31 11 .0 - - - - 23 .0 - - - 3? 11. .0 - - - - �? ,p - - - 33 11 .0 _ _ _ _ 22 .2 - - - 34 11 .0 - - - - 22 .9 - - -