1111 80TH ST SW 100 JAMCO 2025-01-23

le Hydraulic Analysis 1 Job Number:25SS8591 Report Description:Extra Hazard Group II Pipe Type -_ Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length • Route 1 L 1,0490 28.00 10.39 120 0.242504 5'-1'/2 Pf 3.421 108 9'-014 28.00 8 12.250 Sprinkler, 9'-0 Pe -1.176 16 11'-9 14.495 2E(2'-0),P0(5'-0) 14'-1Y2 Pv CM 2.6350 28.00 1.65 120 0.002733 8'-0 Pf 0.022 16 11'-9 14.495 Pe 15 11'-9 14.517 8'-0 Pv CM 2.6350 56.02 3.30 120 0.009859 8'-0 Pf 0.079 15 11'-9 28.02 14.517 Flow(q)from Route 2 Pe 14 11'-9 14.595 8'-0 Pv CM ____ 2.6350 84.11 4.95 120 0.020911 5'-9 Pf 0.120 14 11'-9 28.09 14.595 Flow(q)from Route 3 Pe 13 11'-9 14.716 5'-9 Pv CM 2.6350 112.25 6.60 120 0.035670 14'-0 Pf 2.262 13 11'-9 28.14 14.716 Flow(q)from Route 4 49'-5 Pe 5 11'-9 16.978 3P0(16'-5%) 63'-5 Pv CM 2.6350_ _ 230.17 13.54 120 0.134.660 15'-7 Pf 4.897 5 11'-9 117.92 16.978 Flow(q)from Route 5 20'-9'/2 Pe 2.713 12 5'-6 24.588 P0(16'-5%),fE(4'-3Y2) 36'-4'/2 Pv FR 2.4650 230.17 15.47 150 0.123313 1'-1 Pf 1.704 12 5'-6 24.588 12'-9 Pe 0.538 9 4'-3 26.830 2f(-0.000),cplg(2'-3),BV(10'-6) 13'-10 Pv CM 2.6350 230.17 13.54 120 0.134660 __ 1'-11% Pf 2.483 9 4'-3 26.830 16'-5% Pe 0.850 7 2'-3'/2 30.163 P0(16'-5Y2) 18'-5 Pv CM 4.2600 230.17 5.18 120 0.012978 91'-10% Pf 2.577 7 2'-3Y2 30.163 106'-8 Pe -12.879 3 32'-0 19.860 2P0(26'-4),4fE(6'-91/2),Tr(6'-9'/2 198'-6'/2 Pv ),mecT(20'-0) CM 6.3570 230.17 2.33 120 0.001848 7'-5'/2 Pf 0.083 3 32'-0 19.860 37'-8% Pe 11,4 32'-0 19.944 P0(37'-8%) 45'-2 Pv M 8.2490 230.17 1.38 120 0.000519 68'-8'/2 P• f 0.101 4 32'-0 19.944 125'-11 Pe 13.873 2 -0'-0 33.918 3fE(13'-0),2T(41'-1%),BFP,PIV( 194'-7% Pv 4'-8Y2) UG 8.3900 230.17 1.34 140 0.000360 26'-0'/2 P• f 0.031 2 -0'-0 33.918 59'-4Y2 Pe 0.000 1 -0'-0 33.948 S,T(59'-4'%) 85'-5 Pv 500.00 Hose Allowance At Source 1 730.17 • Route 2 BL 1.0490 28.02 10.40 120 0.242782 5'-1Y2 Pf 3.428 107 9'-0% 28.02 8 12.265 Sprinkler, 9'-0 Pe -1.176 15 11'-9 14.517 2E(2'-0),P0(5'-0) 14'-1% Pv --• Route 3 BL _ 1 0490 28.09 10.43 120 0.243930 _ 5'-1'/2 Pf 3.444 105 9'-0'/2 28.09 8 12.328 Sprinkler, 9'-0 Pe -1.176 14 11'-9 14.595 2E(2'-0),P0(5.-0) 14'-1Y2 P• v ,4-a Route 4 BL 1.0490 28.14 10.45 120 0.244818 5'-4% Pf 3.522 106 9'-0 28.14 8 12.376 Sprinkler, 9'-0 Pe -1.183 13 11'-9 14.716 2E(2'-0),P0(5'-0) 14'-4Y2 Pv -• Route 5 DR 1.0490 29.41 10.92 120 0.265643 _ 5'-1 Pf 3.746 104 9'-0 29.41 8 13.518 Sprinkler, 9'-0 Pe -1.184 10 11'-9 16.080 2E(2'-0),P0(5'-0) 14'-1 Pv CM 2.6350 29.41 1.73 120 0.002994 8'-0 Pf 0.024 10 11'-9 16.080 Pe 8 11'-9 16.104 8'-0 Pv CM 2.6350 58.85 3.46 120 0.010802 8'-0 Pf 0.086 0 8 11'-9 29.44 16.104 Flow(q)from Route 6 Pe 6 11'-9 16.190 8'-0 Pv CM 2.6350 88.36 5.20 120 0.022911 5'-9 Pf 0.132 6 11'-9 29.51 16.190 Flow(q)from Route 7 Pe 11 11'-9 16.322 5'-9 Pv (¢1y©M.E.P.CAD,Inc. MAutoSPRINK 2019 v15.1.23.0 8/26/2021 5:58:56AM Page 5 v ,