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�v <br /> . <br /> ` � � <br /> � � <br /> HYD�AULIC CALCULA7IONS <br />�, FOR , <br /> E�1ST PA�CO MEDICAL CENTER - - - <br />� `, <br /> - _ .� - - - <br /> OU7PAT:CENT SURGURY DESIGN A`rtEA 1 ^ ' --= <br /> ZEPHYRHILLS , FLORIDA _� - - :���� <br /> _ l��� � <br /> CONTRACT NO: - �� '� <br /> � <br /> DATE = 04-03-93 �� <br /> DESIGN DATA= <br /> OCCUPANC`( CL_ASSIFICATION= LIGHT HAZARD <br /> DENSITY� . 10 GPM / SQ . FT .. <br /> AREA OF APPLICATION = 1500 SQ . FT . <br /> P1AXIMUM COVERAGE PER SPRINKLEh� 225 SQ . FT _ <br /> ACTUAL COVERAGE PER SPRINKLER= 1��8 SQ . FT . <br /> Ii NUMBER OF S(?RINKLERS CALCULATED : 22 HEADS <br /> i <br /> � TOTAL WATER REQUIRED A7 SOURCE � 665 GPM 20 PSI <br /> NAME OF ENGINEER OF RECORD : PENINSULA ENGINEERING , INC . <br /> ' 1833 EDGEWATER URIVE <br /> ORLANDO , �LORIDA 32804 <br /> NAME 0�' DES7GNER HARVEY WI�COlC <br /> AUTHORITY HAVING JURISDICTION HRS OF FLORIDA <br /> � HYDRAULIC PLACARD INFORMATION <br /> �, l_OCATION DESIGN F�REA 1 <br /> N0 . Of= SPRINKLERS : 22 HEADS <br /> BASIS OF DESTcaN= 'i <br /> DENSITY: . 10 GPM / SQ . F7 , <br /> DE5IGNED AREA OF DEMAND : 1500 5Q _ FT _ <br /> SYSTFh1 DEMAND : <br /> CPM DISCHAF;CE AT PUMP DISCHh1RGE = E�o5 _0 GPI`1 <br /> PSI RFQUIR�"D AT f�UMP DISCHARGF= 86 ,3 F�SI <br />