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1 /LiS7`o�vll , &v/off- 13.417 S w 1vPv4S7' RECEIVED AUG 16201 CITY OF TIGARD BUILDING DNISION up01101 AQUA5AF ® Fire Safety{ 51-5-,em Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 r7#- 4 Job Name : HIGHLAND HILLS-LOT 8-One Head Calculation (H.28) Drawing : RESIDENTIAL Location • - A - A _ _ I • :- - - - Remote Area : LOOPED 32.2. ,SCJ t-ioapv1J"t/E L-N TjGI.440 0A°131-110A°131-11Contract : 110707-40L Data File : 110707-40L Highland Hills Lot 8.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 HIGHLAND HILLS-LOT 8-One Head Calculation (H.28) Date 7/19/2011 HYDRAULIC DESIGN INFORMATION SHEET Name - HIGHLAND HILLS-LOT 8 Date - 07/19/11 Location - TIGOND OR 97224 Building - RESIDENTIAL System No. - LOOPED Contractor - MISSION HOMES NW LLC Contract No. - 110707-40L Calculated By - DEVON HUYNH Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X) 1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 18 Gpm System Type Listed Pres. at Start Point - 17.52Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC43 I Elevation at Highest Outlet - 118 Feet Size 3/8 K-Factor 4.3 G Note: Temperature Rating 155 N Calculation Gpm Required 18 Psi Required 44.49 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 60 Elev. R Residual (Psi) - 55 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 100 P Location: x P L Source of Information: CITY SUPPLY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply'Curve (C) • Uponor Page 2 HIGHLAND HILLS-LOT 8- One Head Calculation (H.28) Date 7/19/2011 City Water Supply: Demand: Cl -Static Pressure : 60 D1 - Elevation : 7.796 C2- Residual Pressure: 55 D2-System Flow : 17.9985 C2- Residual Flow : 300 D2-System Pressure : 44.487 Hose(Adj City) Hose( Demand) • D3-System Demand : 17.9985 Safety Margin : 15.486 150 140 130 p 120 R 110 • E 100 s 90 S 80 U 70 C1 R 60 _ E 50 H2 40 30 20 10 - D1 ;,.....I. . . . . . . . . . I . . . . . . . . . . . . I . . . . . I . . 50 100 150 200 250 300 350 400 450 FLOW ( N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 HIGHLAND HILLS-LOT 8-One Head Calculation (H.28) Date 7/19/2011 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb Aquapex Tee-Branch 2 6 6 9.08 12.88 13.22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr Aquapex Tee-Run 1 2 2 1.64 2.39 2.39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r , AI • ✓ Flow Summary - NFPA 2007 Uponor Page 4 HIGHLAND HILLS-LOT 8-One Head Calculation (H.28) Date 7/19/2011 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.973 18.0 44.487 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.28 118.0 4.3 17.52 18.0 H.13 118.0 18.31 T.44 118.0 18.41 H.7 118.0 18.75 H.6 118.0 19.13 T.42 118.0 19.51 T.48 108.0 24.32 T.47 108.0 24.71 H.17 108.0 24.89 T.56 108.0 25.62 S.1 104.0 31.02 MTR 100.0 37.79 STR 100.0 44.49 H.30 118.0 18.09 H.36 118.0 19.01 T.65 118.0 19.37 T.62 108.0 24.31 H.32 108.0 24.86 H.23 108.0 25.41 T.64 118.0 19.42 H.34 118.0 19.54 T.60 118.0 19.59 T.59 118.0 19.63 T.61 108.0 24.13 H.31 108.0 24.16 T.63 108.0 24.28 H.35 118.0 19.43 H.27 118.0 19.46 H.22 118.0 19.48 H.18 118.0 19.49 T.41 118.0 19.52 T.40 118.0 19.59 H.12 118.0 19.6 H.16 118.0 19.61 T.51 118.0 19.62 T.52 108.0 24.13 H.10 108.0 24.18 H.3 108.0 24.24 T.39 108.0 24.34 T.38 108.0 24.48 H.1 108.0 24.51 H.8 108.0 24.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 HIGHLAND HILLS-LOT 8-One Head Calculation (H.28) Date 7/19/2011 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.43 108.0 24.65 T.45 108.0 24.67 H.5 118.0 19.6 H.4 118.0 19.6 H.14 118.0 19.61 H.20 118.0 19.61 H.29 118.0 19.62 H.26 118.0 19.6 T.53 118.0 19.62 H.21 108.0 24.13 T.57 108.0 24.13 T.58 108.0 24.13 H.25 108.0 24.13 H.33 108.0 24.29 H.24 108.0 24.3 T.54 108.0 24.31 H.19 108.0 24.32 T.50 108.0 24.32 H.9 108.0 24.33 H.2 108.0 24.33 H.15 108.0 24.32 T.49 108.0 24.32 H.11 108.0 24.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 HIGHLAND HILLS-LOT 8-One Head Calculation (H.28) Date 7/19/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes """' , Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.28 7.24 0.862 1 Utr 2.0 21.000 17.520 K Factor=4.30 to 150.0 0.0 2.000 0.0 H.13 7.24 0.0343 0.0 23.000 0.788 Vel = 3.98 H.13 0.0 0.862 1 Utr 2.0 1.000 18.308 to 150.0 0.0 2.000 0.0 T.44 7.24 0.0340 0.0 3.000 0.102 Vel = 3.98 T.44 0.0 0.862 1 Utr 2.0 8.000 18.410 to 150.0 0.0 2.000 0.0 H.7 7.24 0.0343 0.0 10.000 0.343 Vel= 3.98 H.7 0.0 0.862 1 Utr 2.0 9.000 18.753 to 150.0 0.0 2.000 0.0 H.6 7.24 0.0342 0.0 11.000 0.376 Vel = 3.98 H.6 0.0 0.862 1 Utr 2.0 9.000 19.129 to 150.0 0.0 2.000 0.0 T.42 7.24 0.0343 0.0 11.000 0.377 Vel= 3.98 T.42 -1.06 0.862 1 Utb 6.0 13.000 19.506 to 150.0 0.0 6.000 4.331 T.48 6.18 0.0255 0.0 19.000 0.485 Vel= 3.40 T.48 0.24 0.862 1 Utb 6.0 8.000 24.322 to 150.0 0.0 6.000 0.0 . T.47 6.42 0.0274 0.0 14.000 0.384 Vel = 3.53 T.47 3.46 0.862 1 Utr 2.0 1.000 24.706 to 150.0 0.0 2.000 0.0 - H.17 9.88 0.0607 0.0 3.000 0.182 Vel= 5.43 H.17 0.0 0.862 1 Utr 2.0 10.000 24.888 to 150.0 0.0 2.000 0.0 T.56 9.88 0.0608 0.0 12.000 0.730 Vel= 5.43 T.56 8.12 0.862 1T 7.528 11.000 25.618 to 150.0 1 Utb 6.0 8.904 1.732 S.1 18.0 0.1844 0.0 19.904 3.670 Vel = 9.90 S.1 0.0 0.862 2E 7.528 25.000 31.020 to 150.0 0.0 2.323 1.732 MTR 18.0 0.1844 0.0 27.323 5.037 Vel = 9.90 MTR 0.0 0.995 1E 2.336 31.000 37.789 to 150.0 1T 5.841 9.345 3.000 * Fixed loss =3 STR 18.0 0.0917 1G 1.168 40.345 3.698 Vel= 7.43 0.0 18.00 44.487 K Factor= 2.70 H.28 10.75 0.862 1 Utr 2.0 6.000 17.520 to 150.0 0.0 2.000 0.0 H.30 10.75 0.0711 0.0 8.000 0.569 Vel = 5.91 H.30 0.0 0.862 1 Utr 2.0 11.000 18.089 to 150.0 0.0 2.000 0.0 H.36 10.75 0.0711 0.0 13.000 0.924 Vel = 5.91 H.36 0.0 0.862 1 Utr 2.0 3.000 19.013 to 150.0 0.0 2.000 0.0 T.65 10.75 0.0710 0.0 5.000 0.355 Vel = 5.91 T.65 -4.84 0.862 2Utb 12.0 14.000 19.368 to 150.0 0.0 12.000 4.331 T.62 5.91 0.0235 0.0 26.000 0.610 Vel = 3.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams4 Uponor Page 7 HIGHLAND HILLS-LOT 8-One Head Calculation (H.28) Date 7/19/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.62 2.20 0.862 1 Utr 2.0 11.000 24.309 to 150.0 0.0 2.000 0.0 H.32 8.11 0.0422 0.0 13.000 0.549 Vel = 4.46 H.32 0.0 0.862 1 Utr 2.0 11.000 24.858 to 150.0 0.0 2.000 0.0 H.23 8.11 0.0422 0.0 13.000 0.549 Vel= 4.46 H.23 0.0 0.862 1 Utr 2.0 3.000 25.407 to 150.0 0.0 2.000 0.0 T.56 8.11 0.0422 0.0 5.000 0.211 Vel= 4.46 0.0 8.11 25.618 K Factor= 1.60 T.65 4.85 0.862 0.0 3.000 19.368 to 150.0 0.0 0.0 0.0 T.64 4.85 0.0163 0.0 3.000 0.049 Vel= 2.67 T.64 -1.45 0.862 1 Utr 2.0 12.000 19.417 to 150.0 0.0 2.000 0.0 H.34 3.4 0.0084 0.0 14.000 0.118 Vel = 1.87 H.34 0.0 0.862 1 Utr 2.0 5.000 19.535 to 150.0 0.0 2.000 0.0 T.60 3.4 0.0084 0.0 7.000 0.059 Vel = 1.87 T.60 -1.19 0.862 1 Utb 6.0 3.000 19.594 to 150.0 0.0 6.000 0.0 T.59 2.21 0.0038 0.0 9.000 0.034 Vel = 1.21 T.59 0.76 0.862 2Utb 12.0 14.000 19.628 to 150.0 0.0 12.000 4.331 T.61 2.97 0.0066 0.0 26.000 0.171 Vel= 1.63 T.61 0.25 0.862 1 Utr 2.0 2.000 24.130 to 150.0 0.0 2.000 0.0 H.31 3.22 0.0078 0.0 4.000 0.031 Vel= 1.77 H.31 0.0 0.862 1 Utr 2.0 14.000 24.161 to 150.0 0.0 2.000 0.0 T.63 3.22 0.0076 0.0 16.000 0.122 Vel = 1.77 T.63 -1.01 0.862 0.0 7.000 24.283 to 150.0 0.0 0.0 0.0 T.62 2.21 0.0037 0.0 7.000 0.026 Vel = 1.21 0.0 2.21 24.309 K Factor= 0.45 T.64 1.45 0.862 1 Utb 6.0 2.000 19.417 to 150.0 0.0 6.000 0.0 H.35 1.45 0.0018 0.0 8.000 0.014 Vel = 0.80 H.35 0.0 0.862 1 Utr 2.0 14.000 19.431 to 150.0 0.0 2.000 0.0 H.27 1.45 0.0018 0.0 16.000 0.028 Vel = 0.80 H.27 0.0 0.862 1 Utr 2.0 9.000 19.459 to 150.0 0.0 2.000 0.0 _ H.22 1.45 0.0017 0.0 11.000 0.019 Vel = 0.80 H.22 0.0 0.862 1 Utr 2.0 7.000 19.478 to 150.0 0.0 2.000 0.0 H.18 1.45 0.0018 0.0 9.000 0.016 Vel = 0.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 HIGHLAND HILLS-LOT 8 -One Head Calculation (H.28) Date 7/19/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.18 0.0 0.862 1 Utr 2.0 7.000 19.494 to 150.0 1 Utb 6.0 8.000 0.0 T.41 1.45 0.0017 0.0 15.000 0.026 Vel = 0.80 T.41 1.06 0.862 1 Utb 6.0 9.000 19.520 to 150.0 0.0 6.000 0.0 T.40 2.51 0.0049 0.0 15.000 0.073 Vel= 1.38 T.40 -0.75 0.862 1 Utr 2.0 1.000 19.593 to 150.0 0.0 2.000 0.0 H.12 1.76 0.0023 0.0 3.000 0.007 Vel= 0.97 H.12 0.0 0.862 1 Utr 2.0 3.000 19.600 to 150.0 0.0 2.000 0.0 H.16 1.76 0.0026 0.0 5.000 0.013 Vel= 0.97 H.16 0.0 0.862 1 Utr 2.0 2.000 19.613 to 150.0 0.0 2.000 0.0 T.51 1.76 0.0025 0.0 4.000 0.010 Vel= 0.97 T.51 1.18 0.862 2Utb 12.0 15.000 19.623 to 150.0 0.0 12.000 4.331 T.52 2.94 0.0064 0.0 27.000 0.174 Vel= 1.62 T.52 -0.25 0.862 1 Utr 2.0 8.000 24.128 to 150.0 0.0 2.000 0.0 • H.10 2.69 0.0055 0.0 10.000 0.055 Vel = 1.48 H.10 0.0 0.862 1 Utr 2.0 9.000 24.183 to 150.0 0.0 2.000 0.0 • H.3 2.69 0.0055 0.0 11.000 0.060 Vel = 1.48 H.3 0.0 0.862 1 Utr 2.0 15.000 24.243 to 150.0 0.0 2.000 0.0 T.39 2.69 0.0055 0.0 17.000 0.093 Vel = 1.48 T.39 0.77 0.862 1 Utr 2.0 14.000 24.336 to 150.0 0.0 2.000 0.0 T.38 3.46 0.0088 0.0 16.000 0.140 Vel = 1.90 T.38 0.0 0.862 1 Utr 2.0 2.000 24.476 to 150.0 0.0 2.000 0.0 H.1 3.46 0.0088 0.0 4.000 0.035 Vel = 1.90 H.1 0.0 0.862 1 Utr 2.0 9.000 24.511 to 150.0 0.0 2.000 0.0 H.8 3.46 0.0088 0.0 11.000 0.097 Vel = 1.90 H.8 0.0 0.862 1 Utr 2.0 3.000 24.608 to 150.0 0.0 2.000 0.0 T.43 3.46 0.0086 0.0 5.000 0.043 Vel = 1.90 T.43 -0.54 0.862 1 Utr 2.0 1.000 24.651 to 150.0 0.0 2.000 0.0 T.45 2.92 0.0063 0.0 3.000 0.019 Vel= 1.61 T.45 0.54 0.862 1 Utr 2.0 2.000 24.670 to 150.0 0.0 2.000 0.0 T.47 3.46 0.0090 0.0 4.000 0.036 Vel = 1.90 0.0 3.46 24.706 K Factor= 0.70 • T.42 1.06 0.862 1 Utr 2.0 7.000 19.506 to 150.0 1 Utb 6.0 8.000 0.0 T.41 1.06 0.0009 0.0 15.000 0.014 Vel = 0.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 HIGHLAND HILLS-LOT 8-One Head Calculation (H.28) Date 7/19/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ""'"' Point Qt Pf/Ft Eqv. Ln. Total Pf Pn . 0.0 1.06 19.520 K Factor= 0.24 T.40 0.76 0.862 1 Utr 2.0 8.000 19.593 to 150.0 0.0 2.000 0.0 H.5 0.76 0.0005 0.0 10.000 0.005 Vel= 0.42 H.5 0.0 0.862 1 Utr 2.0 4.000 19.598 to 150.0 0.0 2.000 0.0 H.4 0.76 0.0005 0.0 6.000 0.003 Vel= 0.42 H.4 0.0 0.862 1 Utr 2.0 15.000 19.601 to 150.0 0.0 2.000 0.0 H.14 0.76 0.0005 0.0 17.000 0.009 Vel = 0.42 H.14 0.0 0.862 1 Utr 2.0 8.000 19.610 to 150.0 0.0 2.000 0.0 H.20 0.76 0.0005 0.0 10.000 0.005 Vel= 0.42 H.20 0.0 0.862 1 Utr 2.0 14.000 19.615 to 150.0 0.0 2.000 0.0 H.29 0.76 0.0006 0.0 16.000 0.009 Vel= 0.42 H.29 0.0 0.862 1 Utr 2.0 7.000 19.624 to 150.0 0.0 2.000 0.0 T.59 0.76 0.0004 0.0 9.000 0.004 Vel = 0.42 0.0 0.76 19.628 K Factor= 0.17 T.60 1.18 0.862 1 Utr 2.0 5.000 19.594 to 150.0 0.0 2.000 0.0 H.26 1.18 0.0011 0.0 7.000 0.008 Vel = 0.65 H.26 0.0 0.862 1 Utr 2.0 11.000 19.602 to 150.0 0.0 2.000 0.0 T.53 1.18 0.0012 0.0 13.000 0.016 Vel= 0.65 T.53 0.0 0.862 1 Utr 2.0 2.000 19.618 to 150.0 0.0 2.000 0.0 T.51 1.18 0.0012 0.0 4.000 0.005 Vel = 0.65 0.0 1.18 19.623 K Factor= 0.27 T.52 0.25 0.862 1 Utr 2.0 8.000 24.128 to 150.0 0.0 2.000 0.0 H.21 0.25 0.0001 0.0 10.000 0.001 Vel = 0.14 H.21 0.0 0.862 1 Utr 2.0 4.000 24.129 to 150.0 0.0 2.000 0.0 T.57 0.25 0.0 0.0 6.000 0.0 Vel= 0.14 T.57 -0.03 0.862 1 Utr 2.0 1.000 24.129 to 150.0 0.0 2.000 0.0 T.58 0.22 0.0003 0.0 3.000 0.001 Vel = 0.12 T.58 0.03 0.862 1 Utr 2.0 6.000 24.130 to 150.0 0.0 2.000 0.0 T.61 0.25 0.0 0.0 8.000 0.0 Vel = 0.14 0.0 0.25 24.130 K Factor= 0.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Hazen-Williams Uponor Page 10 HIGHLAND HILLS-LOT 8-One Head Calculation (H.28) Date 7/19/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.57 0.03 0.671 1 Utr 2.0 6.000 24.129 to 150.0 1 Utb 6.0 8.000 0.0 H.25 0.03 0.0001 0.0 14.000 0.001 Vel = 0.03 H.25 0.0 0.671 1 Utb 6.0 8.000 24.130 to 150.0 0.0 6.000 0.0 T.58 0.03 0.0 0.0 14.000 0.0 Vel= 0.03 0.0 0.03 24.130 K Factor= 0.01 T.63 1.01 0.862 1 Utb 6.0 1.000 24.283 to 150.0 0.0 6.000 0.0 H.33 1.01 0.0009 0.0 7.000 0.006 Vel = 0.56 H.33 0.0 0.862 1 Utr 2.0 11.000 24.289 to 150.0 0.0 2.000 0.0 H.24 1.01 0.0009 0.0 13.000 0.012 Vel = 0.56 H.24 0.0 0.862 1 Utr 2.0 9.000 24.301 to 150.0 0.0 2.000 0.0 T.54 1.01 0.0008 0.0 11.000 0.009 Vel = 0.56 T.54 0.0 0.862 1 Utr 2.0 4.000 24.310 to 150.0 0.0 2.000 0.0 H.19 1.01 0.0010 0.0 6.000 0.006 Vel = 0.56 • H.19 0.0 0.862 1 Utr 2.0 4.000 24.316 to 150.0 0.0 2.000 0.0 T.50 1.01 0.0008 0.0 6.000 0.005 Vel = 0.56 • T.50 -0.24 0.862 1 Utr 2.0 6.000 24.321 to 150.0 0.0 2.000 0.0 H.9 0.77 0.0006 0.0 8.000 0.005 Vel= 0.42 H.9 0.0 0.862 1 Utr 2.0 9.000 24.326 to 150.0 0.0 2.000 0.0 H.2 0.77 0.0005 0.0 11.000 0.006 Vel= 0.42 H.2 0.0 0.862 1 Utr 2.0 1.000 24.332 to 150.0 1 Utb 6.0 8.000 0.0 T.39 0.77 0.0004 0.0 9.000 0.004 Vel = 0.42 0.0 0.77 24.336 K Factor= 0.16 1 T.50 0.24 0.862 1 Utr 2.0 1.000 24.321 to 150.0 1 Utb 6.0 8.000 0.0 H.15 0.24 0.0001 0.0 9.000 0.001 Vel = 0.13 H.15 0.0 0.862 0.0 4.000 24.322 to 150.0 0.0 0.0 0.0 T.49 0.24 0.0 0.0 4.000 0.0 Vel = 0.13 T.49 0.0 0.862 1 Utr 2.0 1.000 24.322 to 150.0 0.0 2.000 0.0 T.48 0.24 0.0 0.0 3.000 0.0 Vel = 0.13 0.0 _ 0.24 24.322 K Factor= 0.05 T.43 0.54 0.671 1 Utr 2.0 3.000 24.651 to 150.0 1 Utb 6.0 8.000 0.0 H.11 0.54 0.0010 0.0 11.000 0.011 Vel = 0.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 J Final Calculations - Hazen-Williams Uponor Page 11 HIGHLAND HILLS-LOT 8-One Head Calculation (H.28) Date 7/19/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """"' Notes '*"" Point Ot Pf/Ft Eqv. Ln. Total Pf Pn . H.11 0.0 0.671 1 Utb 6.0 3.000 24.662 to 150.0 0.0 6.000 0.0 T.45 0.54 0.0009 0.0 9.000 0.008 Vel= 0.49 0.0 0.54 24.670 K Factor= 0.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087