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_ i <br /> . , I <br /> � <br /> � <br /> • }-IYDRAULIC CALCULATIONS <br /> I <br /> ' �o� <br /> . , <br /> �as-r P�sco r��azca� c���r�R <br /> i <br /> TRUCK DOCK AT 5Ef;VICES BUILdING <br /> i <br /> � ZEPHYRHILLS , F"LORIDA <br /> I CONTRAC"C NO: <br /> r <br /> DAfiE : 05-28--93 <br /> DESIGN QATA� <br /> � <br /> OCCUPANCY CLASSIFICR7IdN� ORDINARY HAZAf�D <br /> DENSITY: .20 GPih / 5c� , FT ., <br /> � <br /> �G AREA OF APPI�I CA7I ON= 20(JQ SQ . F'7 . <br /> � <br /> MAXIMUM COUERAGE PER SPRINKLER= 130 SQ . FT . <br /> I <br /> � ACTUAL GOVERAGE PER SPRINKLEF2: 97 SQ . �"T . <br /> � NUMBER OF SPRINKLCRS CpLClJL.ATED= 2� HEAC7S <br /> 70TAL WATER REQUIRED AT S(�URCE� 853 GPM 20 PSI <br /> NAME OF ENG:CNEER OF RECORD: PENTNSULA ENGINEERING , INC . <br /> � 1833 EDGEWATER DRIVE <br /> dRLANDO , F�QRIQA 32_BQ�� <br /> ' NAMC OF aESIGNER NARV�Y WTl_COX <br /> �I <br /> AUTHORTTY H�VING JURISDIC7ION HR5 CtF Fl..ORIl7A <br /> , <br /> , ( <br /> � HYDRAULIC PLACARD INFORP'IATION <br /> � LOCATION= SUFPORT BUILDZNG TRUCK pOCK <br /> � N0 . OF SPRINKLERS. 28 HEADS <br /> � BASIS OF DESIGN= . <br /> , ` DENSITY: .20 CPi� / �Q . FT . <br /> I DESIGNED A�EA OF DEMAND= 24�0 �Q _ FT . � <br /> . I <br /> SYSTEM DEMAiVD= <br /> � C-iPM DISCHARGE A7 Pl.al�1P DISCf-iARGE � 853 .3 GPM � <br /> '� ,� ., ... .� ,_ , .. — <br /> � PSx R��U�R�� (-1T f�Ilivll� nT�r^t..i.^.c,r,r.. . <br />