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. ' • i _( / � <br /> . (' � <br /> � <br /> ��� , � <br /> � � � F-IYDRAULIC CALCULATIONS <br /> � , � � <br /> , �� FOR <br /> �� U <br /> EAST PASCO MEDICAL CEI�TER <br /> TRUCK DOCK AT SERVICES BUILDING - <br /> � - , <br /> ZEPHYRHILLS , FLORIDA -- - " � <br /> -- � � - <br /> �� CONTRACT NO� � �, - ,�`�,��� <br /> I ', `_- �.,� ,�g� <br /> DATE = 05-28-93 ��` <br /> DESIGN DATA= <br /> OCCUPANCY CLASSIFICATTON: ORDINARY HAZARD <br /> �; DENSITY� .20 GPIh / 5C� . F1" ., <br /> � <br /> ! AREA OF APPLICATTON= 2000 SQ . F-f. <br /> MAXIMUM COVERAGE PER SPRINKLER= 130 SQ . F7 . <br /> � AC7UAL COVERAGE PER SPRINKLER: 97 SQ . FT . <br /> NUMBER OF SPRINKI._ERS CALCULATED� 28 H�ADS <br /> I TOTAL W(�7ER REQUIRED AT SOURCE � 853 GPM 20 I�SI <br /> NAME OF ENGiNEER OF RECORD � PENINSULA ENGINEERING , INC , <br /> • 1833 EDGEWATER DRIVE <br /> ORLANDO , FLORIDA 3280� <br /> i _ <br /> NAME OF DESIGNER HARVEY WTLCOiC <br /> � <br /> . IUTHORI7Y HAVING JURISDIC7ION HRS OF FLORIDA , <br /> i , <br /> � HYDRAULIC PLACARD INFORMATION <br /> LOCATION= SUPPORT BUILDING TRUCK DOCK <br /> N0 . OF SPRINKLERS � 28 HEADS <br /> i <br /> � BASIS OF DESIGN= " <br /> ' I L�ENSI7Y � .20 GPM / SQ . FT . <br /> DESIGNED AREA OF DEMANU = 2000 SQ . FT . <br /> SYSTEM DEMAND = <br /> GPiH DI�CHARGE AT PUMP DI�CHARGE = �553 .3 GF'M <br /> � P5I REQUIRED AT PUMP DISCHARGE= 107 .3 PSI t <br />