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5335 8th St (8)
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5335 8th St (8)
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Last modified
2/24/2025 3:54:06 PM
Creation date
2/18/2025 4:43:18 PM
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Building Plans
Street #
5335
Location
8th St
Contractor
AD Morgan
Building Plans - Permit #
18833
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City of <br />Zephyrhills - New <br />City Hall <br />Drawing Date: 7-12-17 <br />Tyco Fire <br />Products Page 6 <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 />-------------------------------------------------------------------------------- <br />-------------------------------------------------------------------------------- <br />Qt Pf/ft <br />TOTAL <br />Pf Pn <br />PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) <br />16.80 <br />1.049 <br />lE <br />4.00 <br />9.0 <br />9.0 <br />K <br />= 5.60 <br />4S <br />C=120 <br />2.00 <br />-1.7 <br />0.0 <br />16.80 <br />0.094 <br />6.00 <br />0.6 <br />9.0 <br />Vel <br />= 6.30 <br />-------------------------------------------------------------------------------- <br />1.049 <br />10.00 <br />7.8 <br />7.8 <br />EqK <br />= 6.00 <br />4 <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />16.80 <br />0.094 <br />10.00 <br />0.9 <br />7.8 <br />Vel <br />= 6.30 <br />-------------------------------------------------------------------------------- <br />17.36 <br />1.049 <br />1T <br />6.48 <br />8.8 <br />8.8 <br />EqK <br />= 5.86 <br />5 <br />C=120 <br />5.00 <br />0.0 <br />0.0 <br />34.16 <br />0.350 <br />11.48 <br />4.0 <br />8.8 <br />Vel <br />= 12.80 <br />-------------------------------------------------------------------------------- <br />73.78 <br />3.260 <br />12.00 <br />12.8 <br />12.8 <br />A2 <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />See <br />PATH 4 AND 8 <br />107.94 <br />0.012 <br />12.00 <br />0.1 <br />12.8 <br />Vel <br />= 4.19 <br />-------------------------------------------------------------------------------- <br />53.99 <br />3.260 <br />12.00 <br />12.9 <br />12.9 <br />A3 <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />See <br />PATH 2 AND 9 <br />161.94 <br />0.025 <br />12.00 <br />0.3 <br />12.9 <br />Vel <br />= 6.29 <br />-------------------------------------------------------------------------------- <br />54.55 <br />3.260 <br />5.08 <br />13.2 <br />13.2 <br />A4 <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />See <br />PATH 3 AND 10 <br />216.49 <br />0.043 <br />5.08 <br />0.2 <br />13.2 <br />Vel <br />= 8.40 <br />-------------------------------------------------------------------------------- <br />4.260 <br />1T <br />0.33 <br />13.4 <br />13.4 <br />D1 <br />C=120 <br />26.33 <br />0.0 <br />0.0 <br />216.49 <br />0.012 <br />26.67 <br />0.3 <br />13.4 <br />Vel <br />= 4.92 <br />-------------------------------------------------------------------------------- <br />41.67 <br />4.260 <br />10.23 <br />13.8 <br />13.8 <br />A5 <br />C=120 <br />0.00 <br />0.0 <br />0.0 <br />See <br />PATH 11 <br />258.16 <br />0.016 <br />10.23 <br />0.2 <br />13.8 <br />Vel <br />= 5.87 <br />-------------------------------------------------------------------------------- <br />20.95 <br />4.260 <br />lE <br />21.46 <br />13.9 <br />13.9 <br />A6 <br />C=120 <br />13.17 <br />0.0 <br />0.0 <br />See <br />PATH 13 <br />279.11 <br />0.019 <br />34.62 <br />0.6 <br />13.9 <br />Vel <br />= 6.34 <br />-------------------------------------------------------------------------------- <br />38.81 <br />4.260 <br />8E <br />97.84 <br />14.6 <br />14.6 <br />A7 <br />C=120 <br />105.34 <br />-5.6 <br />0.0 <br />See <br />PATH 7 <br />-------------------------------------------------------------------------------- <br />317.92 <br />0.024 <br />203.17 <br />4.8 <br />14.6 <br />Vel <br />= 7.23 <br />UNITS - DIAMETER (INCH) LENGTH (FOOT) <br />FLOW (GPM) PRESSURE (PSI) <br />
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