3623 HOYT AVE 2020-01-17 - Laserfiche WebLink

i ill - `. t Job Number:40088-40088 Report Description:Residential(1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length tie Route 1 DR 1.1010 13.00 4.38 150 0.030666 10'-6 Pf 0.782 223 17'-0 13.00 4.9 7.039 Sprinkler, 15'-0 Pe -0.217 135 17'-6 7.604 2E(7'-0),Tr(1'-0) 25'-6 Pv BL 1.1010 26.54 8.94 150 0.114860 30'-11 Pf 4.471 135 17'-6 13.54 7.604 Flow(q)from Route 2 8'-0 Pe 94 17'-6 12.075 3Tr(1'-0),T(5'-0) 38'-11 Pv BL 1.1010 55.56 18.72 150 0.450457 9'-1^/2 Pf 6.367 94 17'-6 29.02 12.075 Flow(q)from Route 3 5'-0 Pe 1.951 83 13'-0 20.393 T(5'-0) 14'-1% Pv 1.1010 55.56 18.72 150 0.450457 0,-0 Pf 0.000 83 13'-0 20.393 Pe 82 13'-0 20.393 0'-0 Pv BL 1.1010 55.56 18.72 150 0.450457 21'-41/2 Pf 16.382 82 13'-0 20.393 15'-0 Pe 1.951 100 8'-6 38.725 T(5'-0),3Tr(1'-0),E(7'-0) 36'-4^/2 Pv BL 1.5980 55.56 8.89 150 0.073407 6'-2 Pf 1.040 100 8'-6 38.725 8'-0 Pe 119 8'-6 39.765 T(8'-0) 14'-2 Pv RN 2.0030 55.56 5.66 150 0.024433 157'-11 Pf 28.082 119 8'-6 39.765 91'-0 Pe 5.094 45 4-3 72.941 f(-0.000),Tr(2'-0),cplg(1'-0),f(- 248'-11 Pv 3.000),8E(11'-0),PIV,BFP(-9.00 0),WMV(-10.000) BL 1.5980 55.56 8.89 150 0.073407 4'-4 Pf 0.907 45 -3'-3 72.941 8'-0 Pe 0.002 6 -3'-3 73.849 T(8'-0) 12'-4 Pv UG 6.2800 55.56 0.58 140 0.000106 355'-2 Pf 0.038 6 -3'-3 73.849 Pe 4.660 2 -14'-0 78.548 Water Supply 355'-2 Pv 100.00 Hose Allowance At Source 2 155.56 ae Route 2 DR 1.1010 13.54 4.56 150 0.033077 0'-6 Pf 0.182 221 17'-0 13.54 4.9 7.639 Sprinkler, 5'-0 Pe -0.217 135 17'-6 7.604 T(5'-0) 5'-6 Pv em Route 3 DR 1.1010 14.20 4.79 150 0.036111 11'-6 Pf 0.957 214 17'-0 14.20 4.9 8.399 Sprinkler, 15'-0 Pe -0.217 92 17'-6 9.139 2E(7'-0),Tr(1'-0) 26'-6 Pv BL 1.1010 29.02 9.78 150 0.135436 15'-8 Pf 2.936 92 17'-6 14.81 9.139 Flow(q)from Route 4 6-0 Pe 94 17'-6 12.075 Tr(1'-0),T(5-0) 21'-8 Pv ei Route 4 DR 1.1010 14.81 4.99 150 0.039053 0'-6 Pf 0.215 211 17'-0 14.81 4.9 9.141 Sprinkler, 5'-0 Pe -0.217 92 17'-6 &pn 9.139 T(5'-0) 5'-6 Pv j�y( Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 k,©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.3.10.0 2/25/2019 10:04:11AM Page 6/