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I <br />SPRI R SYSTEM HYDRAULIC ANALYSIS <br />Page 6 <br />DATE: 5/18/2014 <br />C:\PROGRAM <br />FILES\HRS <br />SYS <br />\HASS\Al402.SDF <br />JOB TITLE: <br />EVERETT <br />LIBRARY <br />PARKING GARAGE <br />Pipe Tag <br />K-fac <br />Add F1 Aid <br />F1 <br />To <br />Fit: <br />L <br />C <br />Frm Node <br />E1 (ft) <br />PT <br />(q) Node/ <br />Nom ID <br />Eq.Ln. <br />F <br />To Node <br />E1 (ft) <br />PT <br />Tot.(Q) 6isch <br />Act ID <br />(ft.) <br />T <br />Pf/ft. <br />Pipe: 25 <br />0.0 <br />0.0 <br />49.67 <br />120 <br />26 <br />30.0 <br />34.5 <br />405.2 2 <br />4.000 2E:20.0 <br />20.00 <br />25 <br />30.0 <br />31.1 <br />405.2 <br />4.026 <br />69.67 <br />0.049 <br />Pipe: 26 0.0 0.0 <br />27 7.1 46.0 405.2 2i <br />26 30.0 34.5 405.2 <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 />D.0 <br />29 <br />1.0 <br />55.9 <br />405.2 2` <br />28 <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 2E <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 31 <br />31 <br />1.0 <br />56.0 <br />405.2 <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 />6.000 ---- <br />6.357 <br />22.90 120 <br />10.00 <br />32.90 0.049 <br />41.00 120 <br />50.00 <br />91.00 0.049 <br />6.00 120 <br />52.00 <br />58.00 0.049 <br />13.00 120 <br />0.00 <br />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 (HASS): <br />(1) Calculations were performed by the HASS 8.4 computer program <br />under license no. 50110271 granted by <br />HRS Systems, In�.. <br />208 Southside Square <br />Petersburg, TN 137144 <br />(931) 659-9760 <br />(2) The system has been calculatedlto provide an average <br />imbalance at each node of 0.004 gpm and a maximum <br />imbalance at any node of 0.121+gpm. <br />(3) Total pressure at each node is used in balancing the system. <br />Maximum water velocity is 23.5 ft/sec at pipe 22. <br />(4) Items listed in bold print on the cover sheet <br />are automatically transferred from the calculation report. <br />(Pt) <br />(Pe) <br />(Pf) <br />3.4 <br />0.0 <br />3.4 <br />11.5 <br />-9.9 <br />1.6 <br />4.5 <br />0.0 <br />4.4 <br />5.4 <br />-2.6 <br />2.8 <br />0.1 <br />0.0 <br />0.1 <br />0.9 <br />-0.4 <br />0.4 <br />t <br />Qoj <br />