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HomeMy WebLinkAboutCT 04-06; PALOMAR POINTE; FIRE FLOW ANALYSIS; 2003-12-23K&S ENGINEERING Planning Engineering Surveying FIRE FLOW ANALYSIS FOR PALOMAR POINTE IN CITY OF CARLSBAD CDP 03-06/HDP 03-02/PUD 03-021/PIP 03-02 P ^ ^! :^ -f r. If; Pi M .-T 'I \\ Job No. 02-084 Deceinber 23, 2003 A. ROBERT C. IMSANDE R.C.E. 25609 •ifg No.25609 Diz DATE •EXP. 12-31-05 "im' 7801 Mission Center Court, Suite TOO . San Diego, Californio 92108 • (619)296-5565 • Fox (619) 296-5564 a. Q 6-d 0. 9-d a> (A ns OQ c a> u (0 I C9 02-d 6t-d to Zl-d "if6. • X !i? 8i-d CL 0) " ra in Q. cd > Q < O ffi I (0 <0 CO m i CO o CM < D oo o 8 H O Et u Si (B TJ J2 CO •D B CA 0) CO I S o o CM Q 0 o .c o Q- « CM 1. 0) 13 ra CO Scenario: Building "A' Fire Flow Analysis Fire Flow Report Label Zone Fire Flow Iterations Fire Flow Balanced? Satisfies Fire Flow Constraints? Needed Fire Flow (gpm) Available Fire Flow (gpm) Total Flow Needed (gpm) Total Flow Available (gpm) Residual Pressure (psi) Calculated Residual Pressure (psi) Minimum Zone Pressure (psi) Minimum System Pressure (psi) J-1 Zone -1 1 true tme 0.00 0.00 45.00 45.00 0.00 258.68 0.00 N/A J-2 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 249.71 0.00 N/A J-3 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 248.95 0.00 N/A J-4 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 248.94 0.00 N/A J-6 Zone - 1 1 true true 0.00 0.00 45.00 45.00 0.00 249.59 0.00 N/A J-7 Zone - 1 1 true true 0.00 0.00 45.00 45.00 0.00 249.59 0.00 N/A J-8 Zone - 1 1 true true 0.00 0.00 45.00 45.00 0.00 249.59 0.00 N/A FH-1 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 249.59 0.00 N/A FH-2 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 249.15 0.00 N/A FH-3 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 248.94 0.00 N/A BLDG "C" Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 248.94 0.00 N/A J-13 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 249.11 0.00 N/A J-14 Zone - 1 1 true tme 0.00 0.00 45.00 45.00 0.00 249.09 0.00 N/A J-15 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A J-16 Zone -1 1 true lme 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A J-17 Zone -1 1 true tme 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A BLDG "A" Zone -1 2 true true 2,500.00 3,000.00 2,545.00 3,045.00 20.00 170.94 20.00 N/A FH-5 Zone -1 2 true tme 1,500.00 3,000.00 1,545.00 3,045.00 20.00 164.42 20.00 N/A BLDG "B" Zone -1 1 true tme 0.00 0.00 45.00 45.00 0.00 249.08 0.00 N/A FH-4 Zone -1 2 true true 1,500.00 3,000.00 1,545.00 3,045.00 20.00 173.81 20.00 N/A J-22 Zone -1 1 tnje true 0.00 0.00 45.00 45.00 0.00 277.47 0.00 N/A J-5 Zone -1 1 true tme 0.00 0.00 45.00 45.00 0.00 249.15 0.00 N/A Tifle: Palomar Pointe c:\program files\tiaestad\wtrc\02-084\02-084.wcd 12/23/03 04:28:32 PM © Haestad Methods, Inc. K&S Engineering 37 BrcKJkside Road Waterbury, CT 06708 USA +1-203-755-1666 WaterCAD v6.5 [6.5120g] Page 1 of 1 Scenario: Building "A" Fire Flow Analysis Junction Report Label Elevation (ft) Zone Type Base Flow (gpm) Pattern Demand (Calculated) (gpm) Calculated Hydraulic Grade (ft) Pressure (psi) J-1 303.00 Zone -1 Demand 45.00 Fixed 45.00 900.89 258.68 J-2 320.00 Zone - 1 Demand 45.00 Fixed 45.00 897.15 249.71 J-3 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.89 248.95 J-4 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.89 248.94 J-6 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.89 249.59 J-7 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.88 249.59 J-8 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.89 249.59 FH-1 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.89 249.59 FH-2 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.87 249.15 FH-3 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.89 248.94 BLDG "C" 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.88 248.94 J-13 320.50 Zone -1 Demand 45.00 Fixed 45.00 896.27 249.11 J-14 320.50 Zone -1 Demand 45.00 Fixed 45.00 896.22 249.09 J-15 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.18 248.85 J-16 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.17 248.85 J-17 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.17 248.85 BLDG "A" 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.17 248.85 FH-5 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.17 248.85 BLDG "B" 320.50 Zone -1 Demand 45.00 Fixed 45.00 896.21 249.08 FH-4 320.50 Zone -1 Demand 45.00 Fixed 45.00 896.27 249.11 J-22 260.00 Zone -1 Demand 45.00 Fixed 45.00 901.33 277.47 J-5 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.88 249.15 Title: Palomar Pointe c:\program files\tiaestad\wtrc\02-084\02-084.w(Xi 12/23/03 04:28:41 PM © Haestad Methods, Inc. K&S Engineering 37 Brookside Road Waterbury, CT 06708 USA H-203-755-1666 WaterCAD v8.5 (6.5120g] Page 1 of 1 Scenario: Building "A' Fire Flow Analysis Pipe Report Label Length (ft) Diameter (in) Material Hazen- Williams C Check Valve? Minor Loss Coefficient Discharge (gpm) Upstream Structure Hydraulic Grade (ft) Pressure Pipe Headloss (ft) Downstream Structure Hydraulic Grade (ft) Headloss Gradient (ft/1000ft) Velocity (ft/s) P-1 830.00 8.0 PVC 150.0 false 5.30 478.85 900.89 3.74 897.15 4.51 3.06 P-2 273.00 8.0 PVC 150.0 false 0.00 233.12 897.15 0.26 896.89 0.94 1.49 P-3 5.00 8.0 PVC 150.0 false 0.00 143.12 896.89 0.00 896.89 0.38 0.91 P-5 43.00 6.0 Ductile Iroi 130.0 false 0.00 28.85 896.89 0.00 896.88 0.10 0.33 P-6 30.00 8.0 PVC 150.0 false 0.00 -110.73 896.89 0.01 896.89 0.24 0.71 P-7 330.00 8.0 PVC 150.0 false 0.80 -200.73 896.89 0.26 897.15 0.78 1.28 P-8 30.00 6.0 PVC 150.0 false 0.39 -45.00 896.88 0.01 896.89 0.24 0.51 P-9 15.00 6.0 PVC 150.0 false 1.19 45.00 896.89 0.01 896.89 0.50 0.51 P-11 15.00 6.0 PVC 150.0 false 1.19 45.00 896.89 0.01 896.89 0.50 0.51 P-12 200.00 8.0 PVC 150.0 false 0.80 405.00 896.88 0.61 896.27 3.04 2.59 P-13 35.00 8.0 PVC 150.0 false 0.00 315.00 896.27 0.06 896.22 1.65 2.01 P-14 45.00 8.0 PVC 150.0 false 0.00 225.00 896.22 0.04 896.18 0.88 1.44 P-15 5.00 8.0 PVC 150.0 false 0.00 135.00 896.18 0.00 896.17 0.34 0.86 P-16 10.00 8.0 PVC 150.0 false 0.00 45.00 896.17 0.00 896.17 0.05 0.29 P-17 15.00 6.0 PVC 150.0 false 0.39 45.00 896.17 0.00 896.17 0.29 0.51 P-18 50.00 6.0 PVC 150.0 false 0.39 45.00 896.18 0.01 896.17 0.21 0.51 P-19 30.00 6.0 PVC 150.0 false 0.39 45.00 896.22 0.01 896.21 0.24 0.51 P-20 25.00 6.0 PVC 150.0 false 0.39 -45.00 896.27 0.01 896.27 0.25 0.51 P-21 1,435.00 8.0 PVC 150.0 false 3.54 -421.15 896.88 4.45 901.33 3.10 2.69 P-24 220.00 8.0 PVC 150.0 false 1.00 53.12 896.89 0.02 896.88 0.07 0.34 P-25 343.00 8.0 PVC 150.0 false 0.60 -36.88 896.88 0.01 896.89 0.03 0.24 P-26 15.00 6.0 PVC 150.0 false 1.19 -45.00 896.87 0.01 896.88 0.50 0.51 P-27 1.00 48.0 PVC 150.0 false 0.00 466.15 660.00 0.00 660.00 0.00 0.08 P-28 5.00 8.0 PVC 150.0 false 0.00 466.15 901.35 0.02 901.33 3.41 2.98 P-29 1.00 36.0 PVC 150.0 false 0.00 523.85 660.00 0.00 660.00 0.00 0.17 P-30 5.00 8.0 PVC 150.0 false 0.00 523.85 900.91 0.02 900.89 4.22 3.34 Title: Palomar Pointe c:\program files\haestacl\wtrc\02-084\02-084.wcd 12/23/03 04:28:49 PM © Haestad Methcxis, Inc. K&S Engineering 37 Brookside Road Waterbury. CT 06708 USA +1-203-755-1666 WaterCAD v6.5 (6.5120g] Page 1 of 1 Scenario: Building "B' Fire Flow Analysis Fire Flow Report Label Zone Fire Flow Iterations Fire Flow Balanced? Satisfies Fire Flow Constraints? Needed Fire Flow (gpm) Available Fire Flow (gpm) Total Flow Needed (gpm) Total Flow Available (gpm) Residual Pressure (psi) Calculated Residual Pressure (psi) Minimum Zone Pressure (psi) Minimum System Pressure (psi) J-1 Zone -1 1 tme tme 0.00 0.00 45.00 45.00 0.00 258.68 0.00 N/A J-2 Zone -1 1 tme tme 0.00 0.00 45.00 45.00 0.00 249.71 0.00 N/A J-3 Zone -1 1 tme tme 0.00 0.00 45.00 45.00 0.00 248.95 0.00 N/A J-4 Zone - 1 1 tme tme 0.00 0.00 45.00 45.00 0.00 248.94 0.00 N/A J-6 Zone -1 1 tme true 0.00 0.00 45.00 45.00 0.00 249.59 0.00 N/A J-7 Zone - 1 1 tme tme 0.00 0.00 45.00 45.00 0.00 249.59 0.00 N/A J-8 Zone -1 1 true tme 0.00 0.00 45.00 45.00 0.00 249.59 0.00 N/A FH-1 Zone -1 tme tme 1,500.00 3,000.00 1,545.00 3,045.00 20.00 183.74 20.00 N/A FH-2 Zone -1 1 tme tme 0.00 0.00 45.00 45.00 0.00 249.15 0.00 N/A FH-3 Zone -1 1 tme tme 0.00 0.00 45.00 45.00 0.00 248.94 0.00 N/A BLDG "C" Zone -1 1 true tme 0.00 0.00 45.00 45.00 0.00 248.94 0.00 N/A J-13 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 249.11 0.00 N/A J-14 Zone -1 1 tme tme 0.00 0.00 45.00 45.00 0.00 249.09 0.00 N/A J-15 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A J-16 Zone -1 1 tme tme 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A J-17 Zone -1 1 tme true 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A BLDG "A" Zone -1 1 tme tme 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A FH-5 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A BLDG "B" Zone -1 tme tme 1,750.00 3,000.00 1,795.00 3,045.00 20.00 170.89 20.00 N/A FH-4 Zone -1 true true 1,500.00 3,000.00 1,545.00 3,045.00 20.00 173.81 20.00 N/A J-22 Zone -1 1 tme true 0.00 0.00 45.00 45.00 0.00 277.47 0.00 N/A J-5 Zone -1 true tme 0.00 0.00 45.00 45.00 0.00 249.15 0.00 N/A Title: Palomar Pointe c:\program files\haestad\wrtrc\02-084\02-084.wcd 12/23/03 04:23:28 PM © Haestad Methods, Inc. K&S Engineering 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 WaterCAD v6.5 [6.5120g] Page 1 of 1 Scenario: Building "B" Fire Flow Analysis Junction Report Label Elevation (ft) Zone Type Base Flow (gpm) Pattern Demand (Calculated) (gpm) Calculated Hydraulic Grade (ft) Pressure (psi) J-1 303.00 Zone -1 Demand 45.00 Fixed 45.00 900.89 258.68 J-2 320.00 Zone -1 Demand 45.00 Fixed 45.00 897.15 249.71 J-3 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.89 248.95 J-4 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.89 248.94 J-6 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.89 249.59 J-7 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.88 249.59 J-8 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.89 249.59 FH-1 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.89 249.59 FH-2 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.87 249.15 FH-3 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.89 248.94 BLDG "C" 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.88 248.94 J-13 320.50 Zone -1 Demand 45.00 Fixed 45.00 896.27 249.11 J-14 320.50 Zone -1 Demand 45.00 Fixed 45.00 896.22 249.09 J-15 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.18 248.85 J-16 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.17 248.85 J-17 321.00 Zone - 1 Demand 45.00 Fixed 45.00 896.17 248.85 BLDG "A" 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.17 248.85 FH-5 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.17 248.85 BLDG "B" 320.50 Zone - 1 Demand 45.00 Fixed 45.00 896.21 249.08 FH-4 320.50 Zone -1 Demand 45.00 Fixed 45.00 896.27 249.11 J-22 260.00 Zone -1 Demand 45.00 Fixed 45.00 901.33 277.47 J-5 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.88 249.15 Title: Palomar Pointe c:\prc3gram files\haestad\wtrc\02-084\02-084.wcd 12/23/03 04:23:44 PM © Haestad MethcxJs, Inc. K&S Engineering 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 WaterCAD v6.5 (6,5120g] Page 1 of 1 Scenario: Building "B' Fire Flow Analysis Pipe Report Label Length (ft) Diameter (in) Material Hazen- Williams C Check Valve? Minor Loss Coefficient Discharge (gpm) Upstream Stmcture Hydraulic Grade (ft) Pressure Pipe Headloss (ft) Downstream Stmcture Hydraulic Grade (ft) Headloss Gradient (ft/1000ft) Velocity (ft/s) P-1 830.00 8.0 PVC 150.0 false 5.30 478.85 900.89 3.74 897.15 4.51 3.06 P-2 273.00 8.0 PVC 150.0 false 0.00 233.12 897.15 0.26 896.89 0.94 1.49 P-3 5.00 8.0 PVC 150.0 false 0.00 143.12 896.89 0.00 896.89 0.38 0.91 P-5 43.00 6.0 Ductile Iroi 130.0 false 0.00 28.85 896.89 0.00 896.88 0.10 0.33 P-6 30.00 8.0 PVC 150.0 false 0.00 -110.73 896.89 0.01 896.89 0.24 0.71 P-7 330.00 8.0 PVC 150.0 false 0.80 -200.73 896.89 0.26 897.15 0.78 1.28 P-8 30.00 6.0 PVC 150.0 false 0.39 -45.00 896.88 0.01 896.89 0.24 0.51 P-9 15.00 6.0 PVC 150.0 false 1.19 45.00 896.89 0.01 896.89 0.50 0.51 P-11 15.00 6.0 PVC 150.0 false 1.19 45.00 896.89 0.01 896.89 0.50 0.51 P-12 200.00 8.0 PVC 150.0 false 0.80 405.00 896.88 0.61 896.27 3.04 2.59 P-13 35.00 8.0 PVC 150.0 false 0.00 315.00 896.27 0.06 896.22 1.65 2.01 P-14 45.00 8.0 PVC 150.0 false 0.00 225.00 896.22 0.04 896.18 0.88 1.44 P-15 5.00 8.0 PVC 150.0 false 0.00 135.00 896.18 0.00 896.17 0.34 0.86 P-16 10.00 8.0 PVC 150.0 false 0.00 45.00 896.17 0.00 896.17 0.05 0.29 P-17 15.00 6.0 PVC 150.0 false 0.39 45.00 896.17 0.00 896.17 0.29 0.51 P-18 50.00 6.0 PVC 150.0 false 0.39 45.00 896.18 0.01 896.17 0.21 0.51 P-19 30.00 6.0 PVC 150.0 false 0.39 45.00 896.22 0.01 896.21 0.24 0.51 P-20 25.00 6.0 PVC 150.0 false 0.39 -45.00 896.27 0.01 896.27 0.25 0.51 P-21 1,435.00 8.0 PVC 150.0 false 3.54 -421.15 896.88 4.45 901.33 3.10 2.69 P-24 220.00 8.0 PVC 150.0 false 1.00 53.12 896.89 0.02 896.88 0.07 0.34 P-25 343.00 8.0 PVC 150.0 false 0.60 -36.88 896.88 0.01 896.89 0.03 0.24 P-26 15.00 6.0 PVC 150.0 false 1.19 -45.00 896.87 0.01 896.88 0.50 0.51 P-27 1.00 48.0 PVC 150.0 false 0.00 466.15 660.00 0.00 660.00 0.00 0.08 P-28 5.00 8.0 PVC 150.0 false 0.00 466.15 901.35 0.02 901.33 3,41 2.98 P-29 1.00 36.0 PVC 150.0 false 0.00 523.85 660.00 0.00 660.00 0.00 0.17 P-30 5.00 8.0 PVC 150.0 false 0.00 523.85 900.91 0.02 900.89 4.22 3.34 Title: Palomar Pointe c:\program files\haestad\wtrc\02-084\02-084.wcd 12/23/03 04:23:55 PM © Haestad Methods, Inc. K&S Engineering 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 WaterCAD v6.5 (6.5120g] Page 1 of 1 Scenario: Building "C Fire Flow Analysis Fire Flow Report Label Zone Fire Flow Iterations Fire Flow Balanced? Satisfies Fire Flow Constraints? Needed Fire Flow (gpm) Available Fire Flow (gpm) Total Flow Needed (gpm) Total Flow Available (gpm) Residual Pressure (psi) Calculated Residual Pressure (psi) Minimum Zone Pressure (psi) Minimum System Pressure (psi) J-1 Zone -1 1 true tme 0.00 0.00 45.00 45.00 0.00 258.68 0.00 N/A J-2 Zone -1 tme tme 0.00 0.00 45.00 45.00 0.00 249.71 0.00 N/A J-3 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 248.95 0.00 N/A J-4 Zone -1 1 tme fme 0.00 0.00 45.00 45.00 0.00 248.94 0.00 N/A J-6 Zone - 1 1 tme true 0.00 0.00 45.00 45.00 0.00 249.59 0.00 N/A J-7 Zone -1 •< tme true 0.00 0.00 45.00 45.00 0.00 249.59 0.00 N/A J-8 Zone -1 1 tme tme 0.00 0.00 45.00 45.00 0.00 249.59 0.00 N/A FH-1 Zone -1 tme true 0.00 0.00 45.00 45.00 0.00 249.59 0.00 N/A FH-2 Zone -1 2 true tme 1,500.00 3,000.00 1,545.00 3,045.00 20.00 178.76 20.00 N/A FH-3 Zone -1 2 true tme 1,500.00 3,000.00 1,545.00 3,045.00 20.00 179.11 20.00 N/A BLDG "C" Zone -1 2 true true 2,250.00 3,000.00 2,295.00 3,045.00 20.00 182.57 20.00 N/A J-13 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 249.11 0.00 N/A J-14 Zone -1 1 true tme 0.00 0.00 45.00 45.00 0.00 249.09 0.00 N/A J-15 Zone -1 1 tme true 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A J-16 Zone -1 true tme 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A J-17 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A BLDG "A" Zone -1 true true 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A FH-5 Zone -1 1 true tme 0.00 0.00 45.00 45.00 0.00 248.85 0.00 N/A BLDG "B" Zone -1 1 tme true 0.00 0.00 45.00 45.00 0.00 249.08 0.00 N/A FH-4 Zone -1 true true 0.00 0.00 45.00 45.00 0.00 249.11 0.00 N/A J-22 Zone -1 1 true true 0.00 0.00 45.00 45.00 0.00 277.47 0.00 N/A J-5 Zone -1 tme true 0.00 0.00 45.00 45.00 0.00 249.15 0.00 N/A Title: Palomar Pointe c:\program files\haestad\wtrc\02-084\02-084.wcd 12/23/03 04:26:31 PM © Haestad Methods, Inc. K&S Engineering 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 WaterCAD v6.5 (6,5120g] Page 1 of 1 Scenario: Building "C Fire Flow Analysis Junction Report Label Elevation (ft) Zone Type Base Flow (gpm) Pattem Demand (Calculated) (gpm) Calculated Hydraulic Grade (ft) Pressure (psi) J-1 303.00 Zone -1 Demand 45.00 Fixed 45.00 900.89 258.68 J-2 320.00 Zone -1 Demand 45.00 Fixed 45.00 897.15 249.71 J-3 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.89 248.95 J-4 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.89 248.94 J-6 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.89 249.59 J-7 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.88 249.59 J-8 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.89 249.59 FH-1 320.00 Zone -1 Demand 45.00 Fixed 45.00 896.89 249.59 FH-2 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.87 249.15 FH-3 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.89 248.94 BLDG "C" 321.50 Zone -1 Demand 45.00 Fixed 45.00 896.88 248.94 J-13 320.50 Zone -1 Demand 45.00 Fixed 45.00 896.27 249.11 J-14 320.50 Zone -1 Demand 45.00 Fixed 45.00 896.22 249.09 J-15 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.18 248.85 J-16 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.17 248.85 J-17 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.17 248.85 BLDG "A" 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.17 248.85 FH-5 321.00 Zone -1 Demand 45.00 Fixed 45.00 896.17 248.85 BLDG "B" 320.50 Zone -1 Demand 45.00 Fixed 45.00 896.21 249.08 FH-4 320.50 Zone -1 Demand 45.00 Fixed 45.00 896.27 249.11 J-22 260.00 Zone -1 Demand 45.00 Fixed 45.00 901.33 277.47 J-5 321.00 Zone - 1 Demand 45.00 Fixed 45.00 896.88 249.15 Title: Palomar Pointe c:\program files\haestad\vrtrc\02-084\02-084.wcd 12/23/03 04:26:41 PM © Haestad Methods, Inc. K&S Engineering 37 Brookside Road Waterbury, CT 06708 USA H-203-755-1666 WaterCAD v6,6 [6.5120g] Page 1 ot 1 Scenario: Building "C Fire Flow Analysis Pipe Report Label Length (ft) Diameter (in) Material Hazen- Williams C Check Valve? Minor Loss Coefficient Discharge (gpm) Upstream Structure Hydraulic Grade (ft) Pressure Pipe Headloss (ft) Downstream Structure Hydraulic Grade (ft) Headloss Gradient (ft/1000ft) Velocity (ft/s) P-1 830.00 8.0 PVC 150.0 false 5.30 478.85 900.89 3.74 897.15 4.51 3.06 P-2 273.00 8.0 PVC 150.0 false 0.00 233.12 897.15 0.26 896.89 0.94 1.49 P-3 5.00 8.0 PVC 150.0 false 0.00 143.12 896.89 0.00 896.89 0.38 0.91 P-5 43.00 6.0 Ductile Iro 130.0 false 0.00 28.85 896.89 0.00 896.88 0.10 0.33 P-6 30.00 8.0 PVC 150.0 false 0.00 -110.73 896.89 0.01 896.89 0.24 0.71 P-7 330.00 8.0 PVC 150.0 false 0.80 -200.73 896.89 0.26 897.15 0.78 1.28 P-8 30.00 6.0 PVC 150.0 false 0.39 -45.00 896.88 0.01 896.89 0.24 0.51 P-9 15.00 6.0 PVC 150.0 false 1.19 45.00 896.89 0.01 896.89 0.50 0.51 P-11 15.00 6.0 PVC 150.0 false 1.19 45.00 896.89 0.01 896.89 0.50 0.51 P-12 200.00 8.0 PVC 150.0 false 0.80 405.00 896.88 0.61 896.27 3.04 2.59 P-13 35.00 8.0 PVC 150.0 false 0.00 315.00 896.27 0.06 896.22 1.65 2.01 P-14 45.00 8.0 PVC 150.0 false 0.00 225.00 896.22 0.04 896.18 0.88 1,44 P-15 5.00 8.0 PVC 150.0 false 0.00 135.00 896.18 0.00 896.17 0.34 0.86 P-16 10.00 8.0 PVC 150.0 false 0.00 45.00 896.17 0.00 896.17 0.05 0.29 P-17 15.00 6.0 PVC 150.0 false 0.39 45.00 896.17 0.00 896.17 0.29 0.51 P-18 50.00 6.0 PVC 150.0 false 0.39 45.00 896.18 0.01 896.17 0.21 0.51 P-19 30.00 6.0 PVC 150.0 false 0.39 45.00 896.22 0.01 896.21 0.24 0.51 P-20 25.00 6.0 PVC 150.0 false 0.39 -45.00 896.27 0.01 896.27 0.25 0.51 P-21 1,435.00 8.0 PVC 150.0 false 3.54 -421.15 896.88 4.45 901.33 3.10 2.69 P-24 220.00 8.0 PVC 150.0 false 1.00 53.12 896.89 0.02 896.88 0.07 0.34 P-25 343.00 8.0 PVC 150.0 false 0.60 -36.88 896.88 0.01 896.89 0.03 0.24 P-26 15.00 6.0 PVC 150.0 false 1.19 -45.00 896.87 0.01 896.88 0.50 0.51 P-27 1.00 48.0 PVC 150.0 false 0.00 466.15 660.00 0.00 660.00 0.00 0.08 P-28 5.00 8.0 PVC 150.0 false 0.00 466.15 901.35 0.02 901.33 3.41 2.98 P-29 1.00 36.0 PVC 150.0 false 0.00 523.85 660.00 0.00 660.00 0.00 0.17 P-30 5.00 8.0 PVC 150.0 false 0.00 523.85 900.91 0.02 900.89 4.22 3.34 Title: Palomar Pointe c:\program files\haestad\wtrc\02-084\02-084.wcd 12/23/03 04:26:50 PM © Haestad Methods, Inc. K&S Engineering 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 WaterCAD v6.5 [6,5120g] Page 1 of 1