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, � � � l i' <br /> . i <br /> � ' <br /> F-IYDRAULIC CALCULATIONS . <br /> FOR - -_ - - <br /> -' - _ �; - - <br /> EAST Pr'�SCO MEL�ICAL CENTER ___ = - - - <br /> OUTPATIEN7 SURGUI;Y DESIGN AREA r� � � -� _ � <br /> ___ <br /> � - <br /> � r <br /> � ZEPHYRHILLS , FLORIDA � <br /> � <br /> CONTRACT N0 = .;� <br /> DATE : 04-03-93 <br /> DESIGN DATA : <br /> OCCUPANCY CLASSIFICATION= ORDINARY HAZA�D LOADING DOCK <br /> DENSI7Y � .2_0 GPM / SQ . F7 _ <br /> ' AREA OF I�PPLICA7ION= ENTIRE AREA <br /> � MAXIMUM COVERAGE PER SPRINKLFR= 130 SQ . FT . <br /> ACTUAL COVERAGE PER SPRINKLER: 130 SQ . FT , <br /> NUMBER OF SPRINKLERS CALCULATED� 14 HEADS <br /> TOTAL WATER REQUIRED AT SOURCE= 642 GPM 20 PSI <br /> NANIE OF ENGINEER OF RECORD � PENINSULA ENGINEERING , INC . <br /> � 1833 EDGEWATER DRIVE <br /> ' ORLANDO , FLORIDA 3280�E <br /> NAME OF DESIGNER HARVEY WILCOX <br /> F�UTHORITY HAVTNG JURISDICTION HRS OF FLORIDA <br /> HYDRAULIC PL�,CARD INFORMATTQN <br /> L_OCATTON DESIGN AREA �� <br /> �JO . OF SPRINKLERS� 14 HEAD� <br /> , EASIS OF DESIGN= <br /> C�EN�ITY : .20 GP�•1 / �C� . F7 . <br /> DFSTGNED AF2EA OF DEMAND = ENTI�E ARF�� <br /> �YSTFM DEMAND= <br /> CIPM DISCHARGF �T PUMP DISCf-IARGE : 6�2 .:i GPNI <br /> PSI f�EC�l1.IftE"b AT PUMP DISCHARCE = LO L .? PST <br />