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City of Zephyrhills - New City Hall Drawing Date: 7-12-17 <br />Tyco Fire Products Page 11 <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />HYD. Qa DIA. FITTING PIPE Pt Pt <br />REF licit TYPES FTNG'S Pe Pv ******* NOTES ******* <br />POINT Qt Pf/ft TOTAL Pf Pn <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />PATH 9 FROM HYDRAULIC REFERENCE 9 TO A3 <br />19.67 <br />1.049 lE <br />4.00 <br />12.3 <br />12.3 <br />K = <br />5.60 <br />9S <br />C=120 <br />2.00 <br />-1.7 <br />0.0 <br />19.67 <br />0.126 <br />6.00 <br />0.8 <br />12.3 <br />Vel = <br />7.37 <br />-------------------------------------------------------------------------------- <br />1.049 1T <br />7.52 <br />11.4 <br />11.4 <br />EqK = <br />5.84 <br />9 <br />C=120 <br />5.00 <br />0.0 <br />0.0 <br />19.67 <br />-------------------------------------------------------------------------------- <br />0.126 <br />12.52 <br />1.6 <br />11.4 <br />Vel = <br />7.37 <br />A3 19.67 <br />12.9 <br />K = <br />5.47 <br />PATH 10 FROM HYDRAULIC REFERENCE 12 TO A4 <br />19.87 <br />1.049 lE <br />4.00 <br />12.6 <br />12.6 <br />K = <br />5.60 <br />12S <br />C=120 <br />2.00 <br />-1.7 <br />0.0 <br />19.87 <br />0.129 <br />6.00 <br />0.8 <br />12.6 <br />Vel = <br />7.45 <br />-------------------------------------------------------------------------------- <br />1.049 1T <br />7.52 <br />11.6 <br />11.6 <br />EqK = <br />5.83 <br />12 <br />C=120 <br />5.00 <br />0.0 <br />0.0 <br />19.87 <br />-------------------------------------------------------------------------------- <br />0.129 <br />12.52 <br />1.6 <br />11.6 <br />Vel = <br />7.45 <br />A4 19.87 <br />13.2 <br />K = <br />5.46 <br />PATH 11 FROM HYDRAULIC REFERENCE <br />13 TO A5 <br />-------------------------------------------------------------------------------- <br />20.83 1.049 lE <br />4.00 <br />13.8 <br />13.8 <br />K = <br />5.60 <br />13S C=120 <br />2.00 <br />-1.7 <br />0.0 <br />20.83 0.140 <br />6.00 <br />0.8 <br />13.8 <br />Vel = <br />7.81 <br />-------------------------------------------------------------------------------- <br />1.049 1T <br />0.75 <br />12.9 <br />12.9 <br />EqK = <br />5.79 <br />13 C=120 <br />5.00 <br />0.0 <br />0.0 <br />20.83 0.140 <br />-------------------------------------------------------------------------------- <br />5.75 <br />0.8 <br />12.9 <br />Vel = <br />7.81 <br />UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) <br />