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�.� <br /> ." <br /> _ � <br /> SPRINKLER SYSTEM HYDRAULIC ANALYSIS � Page 1 <br /> D�te : 04/03/93 PASCODRS <br /> JOB TITLF: PASCO MEDICAL CENTER OUTPATIENT SURGURY DESICN AREA 5 <br /> WiaTER SUPP[�Y DATA <br /> S �URCE STATIC RESID . FLOW AVAIL . TOTAL REQ 'D <br /> IJODE PRESS . PRESS . � PRESS . � DEMAND PR(=SS . <br /> TAG ( PST ) ( PSI ) ( GPM ) ( PSI ) ( GPM ) ( PSI ) <br /> ' CITY , 46 .0 40 .0 1095 .0 43 .8 642 .3 20 .0 <br /> AGGREGATE FLOW ANALYSIS � <br /> TOTAL FLOW AT SOURCE 64?_ .3 �F=�h�l <br /> TOTAL HOSE STREF�M ALLOWANCE AT SOURCE O .d GPh1 <br /> OTHER HOSE STREAM ALLOWANCE�� 250 .0 GPP1 <br /> TOTAL DISGHARGE FROM ACTIVE SPRSNKLERS 392 .3 GPM <br /> NODE ANRLYS7S DATA <br /> i <br /> NODF_ TAG ELEVATION NODE TYPE PRESSURE DISCHARGE <br /> � FT � ( P5I ) ( GPM ) <br /> 1 22 .0 K= 5 .60 21 .6 2u .0 <br /> 2 22 .0 K= 5 .60 23 .7 27 .2 <br /> j 22 .0 K= 5 .60 21 .7 26 .1 <br /> � 22 .0 K= 5 .60 23 .8 27 .3 <br /> -`' 22 .0 K= 5 .60 22 .0 26 .3 <br /> 6 22 .0 K= 5 .60 24 .2 27 .5 <br /> 7 22 .0 K= 5 .60 22 .7 26 ,7 <br /> g 22 .0 K= 5 .60 25 .0 28 .0 <br /> `� 22 .0 K= 5 .60 24 .0 27 .4 <br /> 10 22 .0 K= 5 .60 26 .4 28 .7 <br /> 11 ' 22 .0 K= 5 .60 26 .0 <br /> 1� 22 .0 28 .5 <br /> K= 5 .b0 28 .5 �g ,g <br /> 13 22 .0 K= 5 ,60 ?9 ,g 30 .6 <br /> 1� 22 -0 K= 5 .b0 32 .7 32 .0 <br /> 15 23 .0 - - - - <br /> 16 ?3 .0 _ _ _ _ 25 . 1 - - - <br /> 17 25 .2 - - - <br /> 23 .0 - - - - 25 .7 <br /> 1 t3 ' 23 .0 - - - - 26 .5 - - - <br /> 19 23 .0 - - - - ?_8 .0 ' - - <br /> �� 23 .0 -- - - - ^ <br /> , 1 30 .3 <br /> -' 23 .0 - - - - 35 . 1 _ _ <br /> ?� 23 .0 - - - - 34 .�3 - _ <br /> �-'j 23 .0 - - - - 45 .2 - - <br /> 35 ?3 .� - - - - h2 .0 - - - <br /> �b 23 .0 - - - - - - - <br /> 61 .8 <br /> 37 � ?3 .0 - - - - 6]. .7 _ - - <br /> �_t�� 23 .0 - - - - _ <br /> 3n 23 .0 _ _ _ _ E'1 'S - - - <br /> 10 23 .0 - - - - h0 '7 - - - <br /> �1. 23 .0 _ _ _ _ 61 .0 - - - <br /> 61 .h <br /> �,? 23 .0 - - - - �,? .3 - - � <br /> �:3 23 .0 - - - - � <br /> 62 .9 - - <br /> 4-1 ?;� .p � <br /> ��' 23 .0 - - - _ 63 .7 - _ _ <br /> 68 .9 - - - <br />