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� <br /> � , <br /> � <br /> CHARLES A. DAVIS, PE <br /> 4004 WOODACRE LANE <br /> TAMPA, FL 33624 <br /> HYDRAULIC CALCULATIONS <br /> FOR <br /> Oliveri Architects <br /> 32707 US Hwy 19 <br /> Palm Harbor, Florida 34684 <br /> Florida Medical Clinc <br /> Zephyrhills, Florida 33542 <br /> REMOTE AREA #1 <br /> -DESIGN DATA- <br /> OCCUPANCY CLASSIFICATION: Light <br /> DENSITY: O10 gpm/sq. ft. <br /> AREA OF APPLICATION: 1500 sq. ft. <br /> COVERAGE PER SPRINKLER: 149 sq. ft. <br /> NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers <br /> TOTAL SPRINKLER WATER FLOW REQUIRED: 344.1 gpm <br /> TOTAL WATER REQUIRED (including hose) : 444.2 gpm <br /> FLOW AND PRESSURE (@ BOR) : 344.1 gpm @ 41.1 psi <br /> DESIGN/LAYOUT BY: Charles Davis, PE <br /> FLOW TEST: <br /> TEST DATE: <br /> TEST TIME: <br /> CONDUCTED BY: Zephyrhills Fire Rescue <br /> HYDRANT LOCATION: Market Square Drive Near East end of building <br /> PRESSURE HYDRANT: <br /> STATIC PRESSURE: 62 PSI <br /> RESIDUAL PRESSURE:24 PSI <br /> FLOW RATE: 3217 GPM <br /> CALCULATIONS BY HASS COMPUTER PROGRAM <br /> HRS SYSTEMS, INC. <br /> TU�4E��� •9p�184 <br /> Items listed in bold print ��@$t��a�'��iiy transfered from the cal�ulation report <br /> .• •. <br /> ;,Q-�'• EN •'•q ,,•: <br /> � ,Z.Q. �G SF .N . <br /> � U ' .4584 ; ;, <br /> .. . � <br /> . - <br /> = - <br /> . � <br /> % • . <br /> . ' A .�. <br /> '.��` �< O R\��`��•` <br /> �� �.�� � �..�G,�. <br /> �'�.SS�ON A�-�;.�`• <br /> �����ae��'+�a <br />