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-_.....�,a_. <br /> . � � <br /> f ' , <br /> SPRINKLER SYSTEM HYDRAULIC ANALYSIS • Paje 1 <br /> p�1=E : , 04/03/93 <br /> T013 TITLE : PASCO MEDICAL CENTER OUTPATIENT SURGURY DESICN AREAA2COQA? <br /> WA "ER SUPPLY DATA <br /> SOl.1RCE STATIC RESID . FLOW AVAIL . TOTAL REQ 'D <br /> NODE PRESS . PRESS . � PRESS . .� DEMAND PRESS <br /> 7AG ( PSI ) ( pSI ) ( GPM ) ( P5I ) ( GPM ) ( PSI ) <br /> I <br /> CITY 46 .0 �0 .0 1095 .0 44 .3 557 .7 20 .0 <br /> � <br /> , AGGREGATE FLOW ANALYSIS= <br /> � I <br /> 70TAL FLOW AT SOURCE 557 .7 GPM <br /> 70TAL HOSE STREAM ALLOWANCE AT SOURCE 0 .0 GPM <br /> OTHER HOSE STREAM ALLOWANCES 250 .0 GF�M <br /> , TOT�iL DISCHARGE FROM ACTIVE SPRINKLERS 307 .7 GPM <br /> NOOE ANALYSIS DATA <br /> NODE TAG ELEVATION NODE TYPE P�ESSURE DISCHARGE <br /> � FT ) � P�i ) ( GPM ) <br /> � 10 .0 K= 5 .60 10 .3 18 .0 <br /> � 10 .0 K= 5 ,60 11 .4 �g ,9 <br /> j 10 .0 K= 5 .60 12 .5 19 ,g <br />� � 10 .0 K= 5 .60 1� .8 21 .6 <br /> � 10 .0 K= 5 .60 16 .8 23 .0 <br /> 6 � 10 .0 K= 5 .60 10 .5 18 . 1 <br /> � � 10 ,0 K= 5 .60 11 .5 19 .0 <br /> � 10 .0 K= 5 .60 12 .6 19 .9 <br /> y 10 .0 K= 5 .60 15 .0 21 .7 <br /> 1O� 10 ..0 K= 5 .b0 17 .0 23 . 1 <br /> 11 10 .0 K= 5 .60 11 . 1 18 .6 <br /> �2 10 .0 K= 5 .60 12 .2 19 .b <br /> �3 , 10 .0 K= 5 .60 13 .3 20 .5 <br /> 14 , 10 .0 K= 5 .60 15 .8 22 .3 <br /> 1.5 , ' 10 -� K= 5 .60 1� .0 23 .8 <br /> 1b � 11 .0 - - - - 21 .3 - - - <br />� 17 � 11 .0 - - - - <br /> 18 • ! 11 .p _ _ 21 .5 - - - <br /> j - - 22 .7 - - - <br /> 19 11 .0 - - - - 22 .3 - - - <br /> 20 11 .0 - - - - 22 .6 - - <br /> �1 11 .0 - - - - 23 .9 - - I <br /> 37 11 .4 - - - - 55 .7 - _ �- <br /> 38 11 .0 - - - - 57 . 1 - - - '' <br /> 39 ; 11 .0 - - - - 61 .2 _ _ -- <br />' 40 11 .0 - - - - <br /> 67 .3 - - - <br />� 41 , 11 .0 - - - - 70 .5 - - - <br /> �2 ,. 11 .0 � - - - 65 .0 - - - <br /> « 11 .0 - - - - • <br /> 5� .5 <br /> �� 11 .Q HOSE STREAM 76 .2 250 .0 <br /> � � 2� .0 - - - - 7?_ .8 - - - <br /> N �-=� •�' - - - - 7 4 .? - - - <br /> M 24 -0 - - - - 77 .9 - - - � <br /> f'� 24 .0 - - - - 7E� .5 - - - � <br /> G 24 .0 - - - - 8n .8 - - - <br />