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' , � � <br /> HYDRAULIC <br /> CALCULATIONS <br /> F"OR - ' \ - <br /> EAST PASCO MEDICAL CENTER �: - � � '- <br /> OUTPATIENT SURGURY DESIGN AREA 3 r = <br /> .�• `\ _ -` <br /> ZEPHYRHILLS , �� " ��v` <br /> FLORIDA � �e� � <br /> _ -,�l, <br /> � <br /> CONTRACT N0 = �.� <br /> -:� <br /> DATE = 04-03-93 <br />� DESIGN DATA : <br /> OCCUPANCY CLASSIFICATION : LIGHT HAZARD <br /> DENSITY= . 10 GPM / Sc� . FT . <br /> AREA OF APPLICATION� 1500 SQ . FT . <br /> MAXIMUM COVERAGE PER SPRINKLER � 225 SQ . FT . <br /> ACTUAL COVERAGE PER SPRINKLER= 196 SQ . FT . <br /> ' NUMBER O(= SPRINKLERS CALCULATEQ = 2Q HEAD5 <br /> l'OTAL_ 4�JATER REQUIRFD AT SQURCE: 742 GPM 20 PSI <br /> NAME OF ENGINEER OF RECORD : <br /> PENTNSULA ENGINEE <br /> RING , INC . <br /> 1£�.3;i EDGEWATER DRIVE <br /> ORLANDO , FLORTDA 32804 <br /> NAME OF DFSIGNER HF�RVEY WILCOX <br /> F;UTh-IORITY HAVING JURISDIC7TON HRS OF FLORIDA <br /> � HYDRAULIC PL.ACARQ TNFORMl�TION <br /> � <br /> � � <br /> � LQCATION DESICN ARFFi 3 <br /> N0 . OF SPRINKLERS: ?2 HE.�D�: <br /> L�ASI� OF DESIGN : <br /> DEN�;I7Y : . 10 GPM / �Q . FT . <br /> DESIGNED AREA OF DEMAND= 1500 SQ . F1'�. <br /> SYSTEM DEMAND= <br /> GPh1 DISCHARGE A7 PUNiF� DISCHRRGE : 74? .7 GPM <br /> PSI REC�UIRED AT PUMP DISCHAf:GE : ��, � n�=r <br />