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City of <br />Zephyrhills - <br />New City Hall <br />Drawing Date: 7-12-17 <br />Tyco Fire <br />Products Page 7 <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />HYD. <br />Qa DIA. <br />FITTING PIPE <br />Pt Pt <br />REF <br />"C" <br />TYPES FTNG'S <br />Pe Pv ******* NOTES ******* <br />POINT <br />Qt Pf/ft <br />TOTAL <br />Pf Pn <br />PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) <br />4.260 <br />8.09 <br />13.7 <br />13.7 <br />A8 <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />317.92 <br />0.024 <br />8.09 <br />0.2 <br />13.7 <br />Vel = <br />7.23 <br />-------------------------------------------------------------------------------- <br />4.260 <br />11.10 <br />13.9 <br />13.9 <br />A9 <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />317.92 <br />0.024 <br />11.10 <br />0.3 <br />13.9 <br />Vel = <br />7.23 <br />-------------------------------------------------------------------------------- <br />4.260 4E <br />98.23 <br />14.2 <br />14.2 <br />A10 <br />C=120 3T <br />131.67 <br />6.5 <br />0.0 <br />317.92 <br />0.024 <br />229.90 <br />5.4 <br />14.2 <br />Vel = <br />7.23 <br />-------------------------------------------------------------------------------- <br />4.260 <br />1.01 <br />26.1 <br />26.1 <br />All <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />-------------------------------------------------------------------------------- <br />317.92 <br />0.024 <br />1.01 <br />0.0 <br />26.1 <br />Vel = <br />7.23 <br />W 317.92 <br />26.1 <br />K = 62.20 <br />-------------=------------------------------------------------------------------ <br />-------------------------------------------------------------------------------- <br />17.36 1.049 1T <br />4.00 <br />9.6 <br />9.6 K = 5.60 <br />5S C=120 <br />5.00 <br />-1.7 <br />0.0 <br />17.36 0.100 <br />-------------------------------------------------------------------------------- <br />9.00 <br />0.9 <br />9.6 Vel = 6.51 <br />5 17.36 <br />PATH 2 FROM HYDRAULIC REFERENCE 7 TO A3 <br />mm <br />K = 5.86 <br />16.88 <br />1.049 lE <br />4.00 <br />9.1 <br />9.1 <br />K <br />= 5.60 <br />7S <br />C=120 <br />2.00 <br />-1.7 <br />0.0 <br />16.88 <br />0.095 <br />6.00 <br />0.6 <br />9.1 <br />Vel <br />= 6.33 <br />-------------------------------------------------------------------------------- <br />1.049 <br />10.00 <br />7.9 <br />7.9 <br />EqK <br />= 6.00 <br />7 <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />16.88 <br />0.095 <br />10.00 <br />1.0 <br />7.9 <br />Vel <br />= 6.33 <br />-------------------------------------------------------------------------------- <br />17.44 <br />1.049 1T <br />6.48 <br />8.9 <br />8.9 <br />EqK <br />= 5.85 <br />8 <br />C=120 <br />5.00 <br />0.0 <br />0.0 <br />34.33 <br />-------------------------------------------------------------------------------- <br />0.354 <br />11.48 <br />4.1 <br />8.9 <br />Vel = <br />12.87 <br />UNITS - DIAMETER (INCH) LENGTH (FOOT) <br />FLOW (GPM) PRESSURE (PSI) <br />