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r � <br /> II�YDRAULIC CALCULATIONS <br /> � FOR <br /> EAST PASCO MEDICAL CENTER <br /> SOUTH ADDITION THIRD FLOOR <br /> ZEPHYRHILLS, FLORIDA <br /> CONTRACT NO: PMC-SA <br /> DATE: OCTOBER 07, 1994 <br /> I ' ' <br /> DESIGN DATA: ' <br /> OCCUPANCY CLASSIFICATION: LIGHT HAZARD � <br /> DENSITY .10 GPM / SQ. FT. <br /> ; <br /> AREA OF APPLICATION 1500 SQ. FT. ' � <br /> i <br /> MAXIMUM COVERAGE PER SPRINKLER 225 SQI. FT. � <br /> � <br /> ACTUAL COVERAGE PER SPRINKLER 168 SQ. FT. ; ' <br /> i NUMBER OF SPRINK.LERS CALCULATED 21 <br /> I - <br /> � TOTAL WATER REQUIRED AT SOURCE 565 GPM 26 PSI <br /> I I <br /> I <br /> i <br /> NAME OF ENGINEER OF RECORD: PENINSULA ENGINEERING, INC. � <br /> 1833 EDGEWATER DRIVE ; <br /> � ORLANDO, FLOiIDA 33823 i ! <br /> � i <br /> , HARVEY WILCOX, PE ; � <br /> � <br /> � ,__: i <br /> AU�THORITY HAVING JURISDICTION AHCA OF FLORIDA � ' '• <br /> � , �� �� <br /> i HYDRAULIC PLACARD INFORMATION - _, -_`1 <br /> I - ^ ` ' <br /> i LOCATION DESIGN AREA 3 '' , : <br /> i �� ~ , <br /> I NO. OF SPRINKLERS 21 � , <br /> i � , <br /> i � ' <br /> � BASIS OF DESIGN: <br /> I , <br /> DENSITY: .10 GPM / SQ. FT. , , <br /> IDESIGNED AREA OF DEMAND: 1500 SQ. FT. � ; <br /> � ; <br /> I SYSTEM DEMAND: <br /> IGPM DISCHARGE AT PUMP DISCHARGE: 565.0 GPM <br /> IPSI REQUIRED AT PUMP DISCHARIE: 120.0 PSI <br /> I - � ; <br /> I I <br />