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Date -: 01/17/2010 ZHILLFS2.SDF <br /> JOB TITLE: Zephyrhills Fire Station 42 <br /> NOTES: <br /> (1) Calculations were performed by the HASS 6.2.0 computer program <br /> under license no. 329L746 granted by <br /> HRS Systems, Inc. <br /> 2193 Ranchwood Dr., N.E. <br /> Atlanta, GA 30345 <br /> (2) The system has been balanced to provide an average <br /> imbalance at each node of 0.007 gpm and a maximum <br /> imbalance at any node of 0.170 gpm. <br /> (3) Velocity pressures are printed for information only, and are <br /> not used in balancing the system. Maximum water velocity <br /> is 19.3 ft /sec at pipe 13. <br /> (4) PIPE FITTINGS TABLE <br /> Pipe Table Name: STANDARD.PIP <br /> PAGE: A MATERIAL: S40 HWC: 120 <br /> Diameter Equivalent Fitting Lengths in Feet <br /> (in) E T L C B G A D <br /> Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v <br /> H <br /> BHdTee <br /> 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 <br /> 5.00 <br /> 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 <br /> 6.00 <br /> PAGE: * MATERIAL: S40 HWC: 120 <br /> Diameter Equivalent Fitting Lengths in Feet <br /> (in) E T L C B G A D <br /> Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v <br /> 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 <br /> 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 13.17 <br /> 6.130 14.75 31.60 9.48 33.71 10.53 3.16 29.49 20.01 <br /> 6.270 16.46 35.27 10.58 37.62 11.76 3.53 32.92 22.34 <br /> 8.380 21.61 42.03 15.61 54.03 14.41 4.80 42.03 32.42 <br />