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City of <br />Zephyrhills - New <br />City Hall <br />Drawing <br />Date: 7-12-17 <br />Tyco Fire <br />Products <br />Page 8 <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />HYD. <br />Qa <br />DIA. <br />FITTING PIPE <br />Pt <br />Pt <br />REF <br />"C" <br />TYPES 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 />A3 <br />34.33 <br />12.9 <br />K = <br />9.55 <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />17.44 <br />1.049 <br />1T 4.00 <br />9.7 <br />9.7 <br />K = <br />5.60 <br />8S <br />C=120 <br />5.00 <br />-1.7 <br />0.0 <br />-------------------------------------------------------------------------------- <br />17.44 <br />0.101 <br />9.00 <br />0.9 <br />9.7 <br />Vel = <br />6.54 <br />8 <br />17.44 <br />8.9 <br />K = <br />5.85 <br />---------------------------------------- <br />PATH 3 FROM HYDRAULIC REFERENCE 10 TO A4 <br />17.06 <br />1.049 <br />1E <br />4.00 <br />9.3 <br />9.3 <br />K = <br />5.60 <br />lOS <br />C=120 <br />2.00 <br />-1.7 <br />0.0 <br />17.06 <br />0.097 <br />6.00 <br />0.6 <br />9.3 <br />Vel = <br />6.40 <br />-------------------------------------------------------------------------------- <br />1.049 <br />10.00 <br />8.1 <br />8.1 <br />EqK = <br />5.98 <br />10 <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />17.06 <br />0.097 <br />10.00 <br />1.0 <br />8.1 <br />Vel = <br />6.40 <br />-------------------------------------------------------------------------------- <br />17.62 <br />1.049 <br />1T <br />6.48 <br />9.1 <br />9.1 <br />EqK = <br />5.84 <br />11 <br />C=120 <br />5.00 <br />0.0 <br />0.0 <br />-------------------------------------------------------------------------------- <br />34.69 <br />0.360 <br />11.48 <br />4.1 <br />9.1 <br />Vel = <br />13.00 <br />A4 <br />34.69 <br />13.2 <br />K <br />= 9.53 <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />17.62 <br />1.049 <br />1T <br />4.00 <br />9.9 <br />9.9 <br />K <br />= 5.60 <br />11S <br />C=120 <br />5.00 <br />-1.7 <br />0.0 <br />-------------------------------------------------------------------------------- <br />17.62 <br />0.103 <br />9.00 <br />0.9 <br />9.9 <br />Vel <br />= 6.61 <br />11 <br />17.62 <br />9.1 <br />K <br />= 5.84 <br />-------------------------------------------------------------------------------- <br />PATH 4 <br />FROM HYDRAULIC REFERENCE <br />1 TO A2 <br />-------------------------------------------------------------------------------- <br />17.19 <br />1.049 <br />lE <br />4.00 <br />9.4 <br />9.4 <br />K <br />= 5.60 <br />is <br />C=120 <br />2.00 <br />-1.7 <br />0.0 <br />-------------------------------------------------------------------------------- <br />17.19 <br />0.098 <br />6.00 <br />0.6 <br />9.4 <br />Vel <br />= 6.45 <br />UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) <br />I <br />