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City of <br />Zephyrhills - New City Hall <br />Drawing Date: 7-12-17 <br />Tyco Fire <br />Products <br />Page 12 <br />HYD. <br />Qa <br />DIA. FITTING <br />PIPE <br />Pt <br />Pt <br />REF <br />"C" TYPES <br />FTNG'S <br />Pe <br />Pv <br />******* <br />NOTES ******* <br />POINT <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />Qt <br />Pf/ft <br />TOTAL <br />Pf <br />Pn <br />PATH 11 <br />FROM HYDRAULIC REFERENCE <br />13 TO A5 CONTINUED <br />-------------------------------------------------------------------------------- <br />4.260 <br />12.00 <br />13.8 <br />13.8 <br />B1 <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />20.83 <br />0.000 <br />12.00 <br />0.0 <br />13.8 <br />Vel <br />= 0.47 <br />-------------------------------------------------------------------------------- <br />20.84 <br />4.260 <br />3.27 <br />13.8 <br />13.8 <br />B2 <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />See <br />PATH 12 <br />-------------------------------------------------------------------------------- <br />41.67 <br />0.001 <br />3.27 <br />0.0 <br />13.8 <br />Vel <br />= 0.95 <br />A5 <br />41.67 <br />13.8 <br />K <br />= 11.23 <br />PATH 12 <br />FROM HYDRAULIC REFERENCE <br />14 TO B2 <br />-------------------------------------------------------------------------------- <br />20.84 <br />1.049 lE <br />4.00 <br />13.8 <br />13.8 <br />K <br />= 5.60 <br />14S <br />C=120 <br />2.00 <br />-1.7 <br />0.0 <br />20.84 <br />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 />14 <br />C=120 <br />5.00 <br />0.0 <br />0.0 <br />-------------------------------------------------------------------------------- <br />20.84 <br />0.140 <br />5.75 <br />0.8 <br />12.9 <br />Vel <br />= 7.81 <br />B2 <br />20.84 <br />13.8 <br />K <br />= 5.62 <br />----------------------------------------- <br />----------------------------------------- <br />PATH 13 FROM HYDRAULIC REFERENCE 15 TO A6 <br />20.95 <br />1.049 lE <br />4.00 <br />14.0 <br />14.0 <br />K = <br />5.60 <br />15S <br />C=120 <br />2.00 <br />-1.7 <br />0.0 <br />20.95 <br />0.142 <br />6.00 <br />0.8 <br />14.0 <br />Vel = <br />7.85 <br />-------------------------------------------------------------------------------- <br />1.049 1T <br />0.75 <br />13.1 <br />13.1 <br />EqK = <br />5.79 <br />15 <br />C=120 <br />5.00 <br />0.0 <br />0.0 <br />20.95 <br />-------------------------------------------------------------------------------- <br />0.142 <br />5.75 <br />0.8 <br />13.1 <br />Vel = <br />7.85 <br />A6 20.95 <br />13.9 <br />K = <br />5.61 <br />UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) <br />22 <br />