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City of <br />Zephyrhills - New <br />City Hall <br />Drawing Date: 7-12-17 <br />Tyco Fire <br />Products <br />Page 9 <br />HYD. <br />Qa <br />DIA. <br />FITTING <br />PIPE <br />Pt <br />Pt <br />REF <br />"C" <br />TYPES <br />FTNG'S <br />Pe <br />Pv <br />******* NOTES ******* <br />POINT <br />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />Qt <br />Pf/ft <br />TOTAL <br />Pf <br />Pn <br />PATH 4 <br />FROM HYDRAULIC REFERENCE <br />1 <br />TO A2 CONTINUED <br />-------------------------------------------------------------------------------- <br />1.049 <br />lE <br />12.67 <br />8.3 <br />8.3 <br />EqK <br />= 5.97 <br />1 <br />C=120 <br />2.00 <br />0.0 <br />0.0 <br />17.19 <br />0.098 <br />14.67 <br />1.4 <br />8.3 <br />Vel <br />= 6.45 <br />-------------------------------------------------------------------------------- <br />17.91 <br />1.049 <br />1T <br />3.27 <br />9.7 <br />9.7 <br />120 <br />C=120 <br />5.00 <br />0.0 <br />0.0 <br />See <br />PATH 5 <br />35.10 <br />0.368 <br />8.27 <br />3.0 <br />9.7 <br />Vel <br />= 13.16 <br />-------------------------------------------------------------------------------- <br />19.11 <br />3.260 <br />6.15 <br />12.8 <br />12.8 <br />Al <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />See <br />PATH 6 <br />-------------------------------------------------------------------------------- <br />54.21 <br />0.003 <br />6.15 <br />0.0 <br />12.8 <br />Vel <br />= 2.10 <br />A2 <br />54.21 <br />12.8 <br />K <br />= 15.16 <br />PATH 5 <br />FROM HYDRAULIC REFERENCE 2 <br />TO 120 <br />-------------------------------------------------------------------------------- <br />17.91 <br />1.049 lE <br />4.00 <br />10.2 <br />10.2 <br />K = <br />5.60 <br />2S <br />C=120 <br />2.00 <br />-1.7 <br />0.0 <br />17.91 <br />0.106 <br />6.00 <br />0.6 <br />10.2 <br />Vel = <br />6.71 <br />-------------------------------------------------------------------------------- <br />1.049 1T <br />0.67 <br />9.1 <br />9.1 <br />EqK = <br />5.93 <br />2 <br />C=120 <br />5.00 <br />0.0 <br />0.0 <br />-------------------------------------------------------------------------------- <br />17.91 <br />0.106 <br />5.67 <br />0.6 <br />9.1 <br />Vel = <br />6.71 <br />120 <br />17.91 <br />9.7 <br />K = <br />5.74 <br />PATH 6 FROM HYDRAULIC REFERENCE <br />3 TO Al <br />-------------------------------------------------------------------------------- <br />19.11 1.049 lE <br />4.00 <br />11.6 <br />11.6 <br />K = <br />5.60 <br />3S C=120 <br />2.00 <br />-1.7 <br />0.0 <br />19.11 0.120 <br />6.00 <br />0.7 <br />11.6 <br />Vel = <br />7.16 <br />-------------------------------------------------------------------------------- <br />1.049 lE <br />10.89 <br />10.6 <br />10.6 <br />EqK = <br />5.86 <br />3 C=120 1T <br />7.00 <br />0.0 <br />0.0 <br />19.11 0.120 <br />-------------------------------------------------------------------------------- <br />17.89 <br />2.1 <br />10.6 <br />Vel = <br />7.16 <br />UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) <br />