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411 Hydraulic Overview <br />Job Number: 25SD6476 <br />Report Description: Liqht Hazard <br />Job <br />Job Number <br />Design Engineer <br />25SD6476 <br />Alexandra Groom <br />Phone <br />FAX <br />Job Name: <br />DELUXE TI <br />Address 1 <br />Add...2 <br />State Certigostion/License Number <br />AHJ <br />Address 3 <br />Job SitelBuilding <br />Density <br />Area of Application <br />0.10 gpm/ft2 <br />1500 ft2 (Actual 1597 ft2) <br />Most Demanding Sprinkler Data <br />Hose Streams <br />5.6 K-Factor 14.82 at 7.000 <br />250.00 <br />Cwerege Per Sprinkler <br />Number Of Sprinklers Calculated <br />144 ft2 <br />11 0 <br />System Pressure Demand <br />System Flow Demand <br />28.535 <br />167.65 <br />Total Demand <br />417.65 @ 28.535 <br />Pressure Result <br />+56.786 (66.6%) <br />Supplies <br />Check Point Gauges <br />Node Name Flow m Hose Flow(gpm) Static si Residual(psi) <br />Identifier Pressure(psi) K-Factor(K) Flow m <br />1 Water Supply 1350.00 250.00 90.000 49.000 <br />DELUXE 08.22.23.cad <br />Water Supply at Node 1 (1350.00, 250.00, 90.000, 49.000) <br />100 <br />Static Pressure 90.000 <br />90 <br />80 <br />70 <br />60 <br />9 <br />N <br />Q <br />N50 1350.00 49.000 <br />U) <br />40 <br />L16T <br />— <br />30 5 5@ 28.535 <br />I I <br />0a23IN.® aZa2 inINm. 2R2a <br />417.65 with hose streams <br />20 System demand curve <br />10 <br />0 1\ <br />3000 <br />k�0090012001500 1800 2400 <br />2100 <br />2700 <br />Water flow, gpm <br />L� @ M.E.P.CAD, Inc. 41 AutoSPRINK 2022 v17.1.16.0 8/24/2023 12:17:56PM Page 1 <br />