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SPRIfWR SYSTEM HYDRAULIC ANALYSIS Page 6 <br />DATE: 5/18/2014 C:\PROGRAM FILES\HRS SYS \HASS\A1402.SDF <br />JOB TITLE: EVERETT LIBRARY PARKING GARAGE <br />Pipe <br />Tag <br />K-fac <br />Add F1 Ai <br />Frm Node <br />E1 (ft) <br />PT <br />(q) I <br />To Node <br />El (ft) <br />PT <br />Tot.(Q) <br />Pipe: <br />25 <br />0.0 <br />0.0 <br />26 <br />30.0 <br />34.5 <br />405.2 2 <br />25 <br />30.0 <br />31.1 <br />405.2 <br />Pipe: <br />26 <br />0.0 <br />0.0 <br />27 <br />7.1 <br />46.0 <br />405.2 2 <br />26 <br />30.0 <br />34.5 <br />405.2 <br />Pipe: <br />27 <br />0.0 <br />0.0 <br />28 <br />7.0 <br />50.5 <br />405.2 2 <br />27 <br />7.1 <br />46.0 <br />405.2 <br />Pipe: <br />28 <br />0.0 <br />0.0 <br />29 <br />1.0 <br />55.9 <br />405.2 2 <br />26 <br />7.0 <br />50.5 <br />405.2 <br />Pipe: <br />29 <br />0.0 <br />0.0 <br />30 <br />1.0 <br />56.0 <br />405.2 2 <br />29 <br />1.0 <br />55.9 <br />405.2 <br />Pipe: <br />30 <br />0.0 <br />31 <br />1.0 <br />58.0 <br />405.2 2 <br />30 <br />1.0 <br />56.0 <br />405.2 <br />Pipe: <br />31 <br />Source <br />0.0 <br />32 <br />0.0 <br />58.8 <br />405.2 3 <br />31 <br />1.0 <br />56.0 <br />405.2 <br />F1 To Fit: <br />e/ Nom ID Eq.Ln <br />ch Act ID (ft.) <br />4.000 2E:20.0 <br />4.026 <br />4.000 E:10.0 <br />4.026 <br />4.000 3E:30.0 <br />4.026 T:20.0 <br />T:20.0 <br />4.000 8:12.0 <br />4.026 D:20.0 <br />L <br />C <br />(Pt) <br />F <br />(Pe) t <br />T <br />Pf/ft. <br />(Pf) <br />49.67 <br />120 <br />3.4 <br />20.00 <br />0.0 <br />69.67 <br />0.049 <br />3.4 <br />22.90 <br />120 <br />11.5 <br />10.00 <br />-9.9 <br />32.90 <br />0.049 <br />1.6 <br />41.00 <br />120 <br />4.5 <br />50.00 <br />0.0 <br />91.00 <br />0.049 <br />4.4 <br />6.00 <br />120 <br />5.4 <br />52.00 <br />-2.6 <br />58.00 <br />0.049 <br />2.8 <br />13.00 120 <br />6.000 ---- 0.00 <br />6.357 13.00 0.005 <br />Fired Pressure Loss Device <br />2.0 psi, 405.2 gpm <br />15.00 140 <br />6.000 2E:44.0 91.00 <br />6.280 T:47.0 106.00 0.004 <br />NOTES (BASS): <br />(1) Calculations were performed by the HASS 8.4 computer program <br />under license no. 50110271 granted by <br />HRS Systems, IRL. <br />206 Southside Square <br />Petersburg, TN ?37144 <br />(931) 659-9760 <br />(2) The system has been calculated to provide an average <br />imbalance at each node of 0.001 gpm and a maximum <br />imbalance at any node of 0.121 gpm. <br />(3) Total pressure at each node is used in �,ilancing the system. <br />Maximum water velocity is 23.5 ft/sec a- pipe 22. <br />(4) Items listed in bold print on he cover sheet <br />are automatically transferred from the calculation report. <br />0.1 <br />0.0 <br />0.1 <br />0.9 <br />-0.4 <br />0.4 <br />