Laserfiche WebLink
I , ' � . <br /> • .� <br /> � <br /> HYDRAULIC CALCULATIONS <br /> FOR <br /> EAST PASCO NIEDICAL CENTER � \ � <br /> � -�� � _� <br /> OU1'PA'fTENT SURGURY DESTGN AREf� � � - --� - � <br /> 7_EPHYRHILLS , FLORIQA _ � �;' - - "= <br /> �.- _ . ��_ <br /> - , � . <br /> CONTRACT N0: - --- �� <br /> ��� <br /> DATE : 04-03-93 <br /> QESTGN DA7A � <br /> OCCUPANC'Y CL.ASSIFSCATION: ORDINARY HAZAt�D DRIVE THROUGH <br /> DENSITY= . 15 GPM / 5Q . F'T . <br /> AREA OF APPLICATION: 1_�pp �Q � F-r <br /> MAXIMUM COVERAGE PER SPRINKL�ER= 130 SQ . FT . <br /> AC7UAL COVERAGE PER SPRINKLER= 120 SQ . FT . <br /> NU � <br /> MBER OF ��f��INKLERs r_.ALCULAT�D : 15 HEADS <br /> 70TAL WATER REQUIRED AT SOU�CE = 558 GPM 20 PSI <br /> NAME OF ENGINEER OF RFCORD = PENINSULA ENGINEERING , INC . <br /> 1833 EDGEWATER DRIVE <br /> ORLANDO , FLORIDA 3280�� <br /> NAME OF DESIGNER HARVEY WILC'.OX <br /> AUTf-IORITY HAVING JURISDTCTION HRS UF FLORIDA <br /> HYDRAULIC PLACARD II�FORMATION <br /> LOCATION DESIGN AREA 2 <br /> N0 . OF SPRINKLERS: 15 HEADS <br /> E3A�IS OF DESIGN: <br /> DE�a�ITY � .15 GPM / SQ . FT . <br /> DESIGNED AREA OF DEMAND= 1500 SQ . FT . <br /> SY�1"EM DEMAND; <br /> GPM DSSCHARGE AT PUN1P DISCHARGE = 557 .7 GPM <br /> PSI RECIUZRFD AT PIJMP f�TSCHAf:rr • �� �-, naT <br />