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; <br /> . � . , <br /> . , <br /> hiYDRAULIC CALCULA7IONS � <br /> FOR _- �` _ <br /> FAST PA�('n h�fCDICAL CENTER � <br /> � �=� '�, - - ; �,�` <br /> OUTPATIENT SURGURY DESTGN AREA �i - <br /> ZEPMYRHILLS , FLORIDA <br /> f <br /> �ONTRACT N0 : <br /> DATE � 04-03-93 <br /> DESIGN DflTA� <br />-�� � OCCUPANCY CLASSIFICATION: ORDINARY HAZARD STOCK ROOh1 <br /> £3-0 I-IIGH �TG . <br /> i DENSITY= .20 GPM / SQ . FT . <br /> AREA OF APPLIC�TION = 2000 SC� . FT . <br /> MAXIMUM COVERAGE PER SPRTNKLER : 130 SQ . FT . <br /> �1CTUAL COVERAC�E PER SPRINKLER� 126 SQ . F'T . '� <br /> NUh1BER OF SPRINKLERS C�LCULATED : 20 HEADS <br /> TOTAL WATER REQUIRED AT SOURCE : 824 GPM 20 PSI <br /> NAME OF ENGINEER OF RECORD: PENINSULA ENGINEERING , INC . <br /> 1833 EDGEWATER DRIVE <br /> ORLANDO , FLORIDA 32804 <br /> NAME OF pESIGNER HARVEY WILCO;�C <br /> AUTHORI7Y HAVING JURISDICTION HRS OF FLORIDA <br /> HYDRF�ULIC PLACARD TNFORMATION <br /> I..00ATION DESIGN AREA 4 � <br /> � NO . OF SPRINKLERS : 20 HEAQS <br /> i <br /> BASIS OF DESTGN= <br /> C�ENSITY= .20 GPM / SQ . FT . <br /> DESTGNED AREA OF DEMAND = 2000 5Q . f=T . <br /> SYSTEM DEMAND= <br /> � C;PM DISCHARGE AT PUMP DISCHARGE : 823 .5 GPM <br /> PSI REQUI�ED AT PUMP DISCHARGF : �r� _r� psr <br />