Laserfiche WebLink
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 <br /> DATE: 5/5/2022 C:\HASSDATA\2022 JOBS\YEAGER\YEAGER.SDF <br /> JOB TITLE: Yeager Residence 1605 EDgmoor Lane Everett, WA <br /> Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) <br /> Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Note <br /> To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) <br /> Pipe: 13 0.0 0.0 4 .00 150 2.8 <br /> UGE 243.0 48.8 26.4 BFI F1.000 E: 7.0 7.00 1.5 <br /> BOR 246.5 46.0 26.4 1.101 11.00 0.113 1.2 <br /> Pipe: 14 0.0 0.0 200.00 150 3.7 <br /> WMO 243.0 52.5 26.4 BOR F1.500 ---- 0.00 -0.0 <br /> UGE 243.0 48.8 26.4 1.598 200.00 0.018 3.7 <br /> Pipe: 15 0.0 Fixed Pressure Loss Device <br /> WMI 243.0 57.5 26.4 UGE 5.0 psi, 26.4 gpm <br /> WMO 243.0 52.5 26.4 <br /> Pipe: 16 Source 0.0 E: 2.0 20.00 150 10.1 <br /> CC 232.0 67.5 26.4 WMO K1.000 T: 6.0 8.50 4.8 <br /> WMI 243.0 57.5 26.4 0. 995 G: 0.5 28.50 0.186 5.3 <br /> NOTES (HASS) : <br /> (1) Calculations were performed by the HASS 2021 D computer program <br /> in accordance with NFPA13 (2020) <br /> under license no. 64625258 granted by <br /> HRS Systems, Inc. <br /> 208 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 0.019 gpm. <br /> (3) Total pressure at each node is used in balancing the system. <br /> Maximum water velocity is 10.9 ft/sec at pipe 16. <br /> (4) Items listed in bold print on the cover sheet <br /> are automatically transferred from the calculation report. <br /> (5) PIPE FITTINGS TABLE <br /> User Pipe Table Name: custom <br />