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Report (17)
/mss n_o o--coat , RECEIVED MAY 3 1 2017 CITY OF TIGARD BUILDING DIVISION I AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : NW RIVER TERRACE -One Head Calculation (H.1) Drawing : RESIDENTIAL Location : BUILDINGS 12 & 13 UNIT K-7 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 026 Data File : 19816F 026 NW River Terr Bldg 12 & 13, Unit K-7.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A Uponor Page 1 NW RIVER TERRACE - One Head Calculation (H.1) Date 5/22/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - NW RIVER TERRACE Date - 5/22/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 026 Calculated By - PATRICK BROWN Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9 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 - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (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 SENJU Model RC-RES I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 36.57 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 60 Elev. R Residual (Psi) - 55 Other Flow (Gpm) - 300 S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor Page 2 NW RIVER TERRACE-One Head Calculation (H.1) Date 5/22/2017 City Water Supply: Demand: Cl -Static Pressure : 60 D1 - Elevation : 12.127 C2- Residual Pressure: 55 D2- System Flow : 16.974 C2 - Residual Flow : 300 D2- System Pressure : 36.568 Hose ( Demand ) D3- System Demand : 16.974 Safety Margin : 23.408 150 140 130 E p120 R 110 E 100 S 90 s 80 U 70 - - Cl R 60 q - e2 -e E 50 — 40 D2 30 20 10 a D1 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 NW RIVER TERRACE -One Head Calculation (H.1) Date 5/22/2017 Fitting Legend Abbrev. Name '/2 3/4 1 1% 11/2 2 2% 3 3'/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 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr* Aquapex Tee-Run 1 2 2 4 2 1 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 Flow Summary - NFPA 2007 Uponor Page 4 NW RIVER TERRACE- One Head Calculation (H.1) Date 5/22/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.975 16.97 36.568 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 128.0 4.9 12.0 16.97 T.13 128.0 12.38 T.18 118.0 17.39 T.30 108.0 23.06 S.1 104.0 25.32 MTR 100.0 32.92 STR 100.0 36.57 T.14 128.0 12.35 T.20 118.0 17.29 H.8 118.0 17.32 T.19 118.0 17.34 T.15 128.0 12.4 H.3 128.0 12.44 T.16 128.0 12.46 H.4 128.0 12.49 T.17 128.0 12.53 T.25 118.0 17.36 T.31 108.0 22.14 H.2 128.0 12.43 H.5 128.0 12.45 H.7 128.0 12.48 H.6 128.0 12.5 T.21 118.0 17.32 H.9 118.0 17.34 T.26 118.0 17.38 T.33 108.0 22.07 T.32 108.0 22.09 T.23 118.0 17.35 T.24 118.0 17.36 T.27 118.0 17.36 H.11 118.0 17.37 T.28 118.0 17.38 H.10 118.0 17.35 H.12 108.0 22.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5 NW RIVER TERRACE - One Head Calculation (H.1) Date 5/22/2017 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.1 9.25 0.862 Utr 2.0 5.000 12.000 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.13 9.25 0.0539 0.0 7.000 0.377 Vel = 5.09 T.13 -1.60 0.862 Utr 2.0 15.950 12.377 to 150.0 0.0 2.000 4.331 T.18 7.65 0.0378 0.0 17.950 0.679 Vel = 4.21 T.18 1.23 0.862 Utb 17.0 13.000 17.387 to 150.0 0.0 14.000 4.331 T.30 8.88 0.0499 0.0 27.000 1.347 Vel = 4.88 T.30 8.09 1.054 T 2.44 6.000 23.065 to 150.0 0.0 2.440 1.732 S.1 16.97 0.0622 0.0 8.440 0.525 Vel = 6.24 S.1 0.0 1.244 2E 3.443 100.000 25.322 to 150.0 0.0 3.443 4.732 ** Fixed Loss = 3 MTR 16.97 0.0277 0.0 103.443 2.867 Vel = 4.48 MTR 0.0 0.995 E 2.336 35.000 32.921 to 150.0 T 5.841 9.345 0.0 STR 16.97 0.0822 G 1.168 44.345 3.647 Vel = 7.00 0.0 16.97 36.568 K Factor= 2.81 H.1 7.72 0.862 Utr 2.0 7.000 12.000 to 150.0 0.0 2.000 0.0 T.14 7.72 0.0386 0.0 9.000 0.347 Vel = 4.24 T.14 -3.20 0.862 2Utb 34.0 14.773 12.347 to 150.0 0.0 28.000 4.331 T.20 4.52 0.0143 0.0 42.773 0.611 Vel = 2.48 T.20 -2.40 0.862 Utr 2.0 6.000 17.289 to 150.0 0.0 2.000 0.0 H.8 2.12 0.0035 0.0 8.000 0.028 Vel = 1.17 H.8 0.0 0.862 Utr 2.0 6.000 17.317 to 150.0 0.0 2.000 0.0 T.19 2.12 0.0035 0.0 8.000 0.028 Vel = 1.17 T.19 -0.89 0.862 2Utb 34.0 5.000 17.345 to 150.0 0.0 28.000 0.0 T.18 1.23 0.0013 0.0 33.000 0.042 Vel = 0.68 0.0 1.23 17.387 K Factor= 0.29 T.14 3.20 0.862 Utr 2.0 5.000 12.347 to 150.0 0.0 2.000 0.0 T.15 3.2 0.0076 0.0 7.000 0.053 Vel = 1.76 T.15 0.0 0.862 Utr 2.0 3.000 12.400 to 150.0 0.0 2.000 0.0 H.3 3.2 0.0076 0.0 5.000 0.038 Vel = 1.76 H.3 0.0 0.862 Utr 2.0 1.000 12.438 to 150.0 0.0 2.000 0.0 T.16 3.2 0.0073 0.0 3.000 0.022 Vel = 1.76 T.16 0.0 0.862 Utr 2.0 2.000 12.460 to 150.0 0.0 2.000 0.0 H.4 3.2 0.0075 0.0 4.000 0.030 Vel = 1.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 NW RIVER TERRACE-One Head Calculation (H.1) Date 5/22/2017 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.4 0.0 0.862 Utr 2.0 3.000 12.490 to 150.0 0.0 2.000 0.0 T.17 3.2 0.0076 0.0 5.000 0.038 Vel = 1.76 T.17 1.61 0.862 Utr 2.0 15.000 12.528 to 150.0 Utb 17.0 16.000 4.331 T.25 4.81 0.0160 0.0 31.000 0.497 Vel = 2.64 T.25 -0.39 0.862 Utb 17.0 19.000 17.356 to 150.0 0.0 14.000 4.331 T.31 4.42 0.0137 0.0 33.000 0.453 Vel = 2.43 T.31 3.68 0.862 Utr 2.0 20.000 22.140 to 150.0 0.0 2.000 0.0 T.30 8.1 0.0420 0.0 22.000 0.925 Vel = 4.45 0.0 8.10 23.065 K Factor= 1.69 T.13 1.60 0.862 Utb 17.0 10.000 12.377 to 150.0 Utr 2.0 16.000 0.0 H.2 1.6 0.0021 0.0 26.000 0.055 Vel = 0.88 H.2 0.0 0.862 Utr 2.0 8.000 12.432 to 150.0 0.0 2.000 0.0 H.5 1.6 0.0021 0.0 10.000 0.021 Vel = 0.88 H.5 0.0 0.862 Utr 2.0 11.000 12.453 to 150.0 0.0 2.000 0.0 H.7 1.6 0.0021 0.0 13.000 0.027 Vel = 0.88 H.7 0.0 0.862 0.0 10.000 12.480 to 150.0 0.0 0.0 0.0 H.6 1.6 0.0021 0.0 10.000 0.021 Vel = 0.88 H.6 0.0 0.862 Utr 2.0 11.000 12.501 to 150.0 0.0 2.000 0.0 T.17 1.6 0.0021 0.0 13.000 0.027 Vel = 0.88 0.0 1.60 12.528 K Factor= 0.45 T.20 2.40 0.862 Utr 2.0 4.000 17.289 to 150.0 0.0 2.000 0.0 T.21 2.4 0.0043 0.0 6.000 0.026 Vel = 1.32 T.21 0.0 0.862 Utr 2.0 4.000 17.315 to 150.0 0.0 2.000 0.0 H.9 2.4 0.0045 0.0 6.000 0.027 Vel = 1.32 H.9 0.0 0.862 Utr 2.0 7.000 17.342 to 150.0 0.0 2.000 0.0 T.26 2.4 0.0044 0.0 9.000 0.040 Vel = 1.32 T.26 1.28 0.862 Utr 2.0 21.000 17.382 to 150.0 Utb 17.0 16.000 4.331 T.33 3.68 0.0098 0.0 37.000 0.361 Vel = 2.02 T.33 -0.29 0.862 0.0 2.000 22.074 to 150.0 0.0 0.0 0.0 T.32 3.39 0.0085 0.0 2.000 0.017 Vel = 1.86 T.32 0.29 0.862 Utr 2.0 3.000 22.091 to 150.0 0.0 2.000 0.0 T.31 3.68 0.0098 0.0 5.000 0.049 Vel = 2.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 NW RIVER TERRACE-One Head Calculation (H.1) Date 5/22/2017 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 3.68 22.140 K Factor= 0.78 T.19 0.89 0.862 Utr 2.0 10.000 17.345 to 150.0 0.0 2.000 0.0 T.23 0.89 0.0007 0.0 12.000 0.009 Vel = 0.49 T.23 -0.09 0.862 Utr 2.0 1.000 17.354 to 150.0 0.0 2.000 0.0 T.24 0.8 0.0003 0.0 3.000 0.001 Vel = 0.44 T.24 0.09 0.862 Utr 2.0 6.000 17.355 to 150.0 0.0 2.000 0.0 T.27 0.89 0.0008 0.0 8.000 0.006 Vel = 0.49 T.27 0.39 0.862 Utr 2.0 6.000 17.361 to 150.0 0.0 2.000 0.0 H.11 1.28 0.0014 0.0 8.000 0.011 Vel = 0.70 H.11 0.0 0.862 0.0 3.000 17.372 to 150.0 0.0 0.0 0.0 T.28 1.28 0.0013 0.0 3.000 0.004 Vel = 0.70 T.28 0.0 0.862 Utr 2.0 2.000 17.376 to 150.0 0.0 2.000 0.0 T.26 1.28 0.0015 0.0 4.000 0.006 Vel = 0.70 0.0 1.28 17.382 K Factor= 0.31 T.23 0.09 0.671 Utb 17.0 6.000 17.354 to 150.0 Utr 2.0 19.000 0.0 H.10 0.09 0.0 0.0 25.000 0.0 Vel = 0.08 H.10 0.0 0.671 Utb 17.0 5.000 17.354 to 150.0 0.0 17.000 0.0 T.24 0.09 0.0 0.0 22.000 0.001 Vel = 0.08 0.0 0.09 17.355 K Factor= 0.02 T.25 0.39 0.862 2Utb 34.0 2.000 17.356 to 150.0 0.0 28.000 0.0 T.27 0.39 0.0002 0.0 30.000 0.005 Vel = 0.21 0.0 0.39 17.361 K Factor= 0.09 T.33 0.29 0.671 Utb 17.0 11.000 22.074 to 150.0 Utr 2.0 19.000 0.0 H.12 0.29 0.0003 0.0 30.000 0.009 Vel = 0.26 H.12 0.0 0.671 Utb 17.0 8.000 22.083 to 150.0 0.0 17.000 0.0 T.32 0.29 0.0003 0.0 25.000 0.008 Vel = 0.26 0.0 0.29 22.091 K Factor= 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 NW RIVER TERRACE-Two Head Calculation (H.5 & H.7) Date 5/22/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - NW RIVER TERRACE Date - 5/22/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 026 Calculated By - PATRICK BROWN Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9 OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X) 2 ( ) 4 ( ) S ( )Other T ( ) Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0135 Psi Required 45.04 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 60 Elev. R Residual (Psi) - 55 Other Flow (Gpm) - 300 S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor Page 2 NW RIVER TERRACE -Two Head Calculation (H.5& H.7) Date 5/22/2017 City Water Supply: Demand: Cl -Static Pressure : 60 D1 - Elevation : 12.127 C2- Residual Pressure: 55 D2-System Flow : 26.014 C2- Residual Flow : 300 D2- System Pressure : 45.040 Hose ( Demand ) D3-System Demand : 26.014 Safety Margin : 14.906 150 140 i 130 P 120 R 110 E 100 S 90 S 80 U 70 Cl R60 0 - -e C2 E 50 D2 40 r) 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 NW RIVER TERRACE-Two Head Calculation (H.5& H.7) Date 5/22/2017 Fitting Legend Abbrev. Name '/2 ' 1 1% 11/2 2 21/2 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 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr* Aquapex Tee-Run 1 2 2 4 2 1 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 Flow Summary - NFPA 2007 Uponor Page 4 NW RIVER TERRACE-Two Head Calculation (H.5 & H.7) Date 5/22/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.946 26.01 45.04 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 128.0 4.9 7.04 13.0 H.2 128.0 7.91 T.13 128.0 10.16 T.18 118.0 15.83 T.30 108.0 23.07 S.1 104.0 25.96 MTR 100.0 37.01 STR 100.0 45.04 H.7 128.0 4.9 7.05 13.01 H.6 128.0 8.22 T.17 128.0 9.73 T.25 118.0 15.6 T.31 108.0 20.99 H.4 128.0 9.82 T.16 128.0 9.9 H.3 128.0 9.95 T.15 128.0 10.04 T.14 128.0 10.17 T.20 118.0 15.58 H.8 118.0 15.63 T.19 118.0 15.68 H.1 128.0 10.17 T.21 118.0 15.63 H.9 118.0 15.67 T.26 118.0 15.74 T.33 108.0 20.85 T.32 108.0 20.88 T.27 118.0 15.68 H.11 118.0 15.72 T.28 118.0 15.73 T.23 118.0 15.68 T.24 118.0 15.68 H.10 118.0 15.68 H.12 108.0 20.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams , Uponor Page 5 NW RIVER TERRACE -Two Head Calculation (H.5 & H.7) Date 5/22/2017 - 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.5 11.97 0.862 Utr 2.0 8.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.2 11.97 0.0867 0.0 10.000 0.867 Vel = 6.58 H.2 0.0 0.862 Utb 17.0 10.000 7.907 to 150.0 Utr 2.0 16.000 0.0 T.13 11.97 0.0867 0.0 26.000 2.254 Vel = 6.58 T.13 -0.94 0.862 Utr 2.0 15.950 10.161 to 150.0 0.0 2.000 4.331 T.18 11.03 0.0745 0.0 17.950 1.337 Vel = 6.06 T.18 2.44 0.862 Utb 17.0 13.000 15.829 to 150.0 0.0 14.000 4.331 T.30 13.47 0.1078 0.0 27.000 2.910 Vel = 7.41 T.30 12.54 1.054 T 2.44 6.000 23.070 to 150.0 0.0 2.440 1.732 S.1 26.01 0.1370 0.0 8.440 1.156 Vel = 9.56 S.1 0.0 1.244 2E 3.443 100.000 25.958 to 150.0 0.0 3.443 4.732 ** Fixed Loss= 3 MTR 26.01 0.0611 0.0 103.443 6.316 Vel = 6.87 MTR 0.0 0.995 E 2.336 35.000 37.006 to 150.0 T 5.841 9.345 0.0 STR 26.01 0.1812 G 1.168 44.345 8.034 Vel = 10.73 0.0 26.01 45.040 K Factor= 3.88 H.5 1.03 0.862 Utr 2.0 11.000 7.040 to 150.0 0.0 2.000 0.0 H.7 1.03 0.0009 0.0 13.000 0.012 Vel = 0.57 H.7 13.01 0.862 0.0 10.000 7.052 K Factor=4.90 to 150.0 0.0 0.0 0.0 H.6 14.04 0.1165 0.0 10.000 1.165 Vel = 7.72 H.6 0.0 0.862 Utr 2.0 11.000 8.217 to 150.0 0.0 2.000 0.0 T.17 14.04 0.1165 0.0 13.000 1.514 Vel = 7.72 T.17 -5.19 0.862 Utr 2.0 15.000 9.731 to 150.0 Utb 17.0 16.000 4.331 T.25 8.85 0.0496 0.0 31.000 1.538 Vel = 4.87 T.25 -1.85 0.862 Utb 17.0 19.000 15.600 to 150.0 0.0 14.000 4.331 T.31 7.0 0.0321 0.0 33.000 1.059 Vel = 3.85 T.31 5.55 0.862 Utr 2.0 20.000 20.990 to 150.0 0.0 2.000 0.0 T.30 12.55 0.0945 0.0 22.000 2.080 Vel = 6.90 0.0 12.55 23.070 K Factor= 2.61 T.17 5.19 0.862 Utr 2.0 3.000 9.731 to 150.0 0.0 2.000 0.0 H.4 5.19 0.0184 0.0 5.000 0.092 Vel = 2.85 H.4 0.0 0.862 Utr 2.0 2.000 9.823 to 150.0 0.0 2.000 0.0 T.16 5.19 0.0185 0.0 4.000 0.074 Vel = 2.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 ` NW RIVER TERRACE-Two Head Calculation (H.5 & H.7) Date 5/22/2017 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.16 0.0 0.862 Utr 2.0 1.000 9.897 to 150.0 0.0 2.000 0.0 H.3 5.19 0.0183 0.0 3.000 0.055 Vel = 2.85 H.3 0.0 0.862 Utr 2.0 3.000 9.952 to 150.0 0.0 2.000 0.0 T.15 5.19 0.0184 0.0 5.000 0.092 Vel = 2.85 T.15 0.0 0.862 Utr 2.0 5.000 10.044 to 150.0 0.0 2.000 0.0 T.14 5.19 0.0186 0.0 7.000 0.130 Vel = 2.85 T.14 0.94 0.862 2Utb 34.0 14.773 10.174 to 150.0 0.0 28.000 4.331 T.20 6.13 0.0251 0.0 42.773 1.075 Vel = 3.37 T.20 -3.26 0.862 Utr 2.0 6.000 15.580 to 150.0 0.0 2.000 0.0 H.8 2.87 0.0061 0.0 8.000 0.049 Vel = 1.58 H.8 0.0 0.862 Utr 2.0 6.000 15.629 to 150.0 0.0 2.000 0.0 T.19 2.87 0.0062 0.0 8.000 0.050 Vel = 1.58 T.19 -0.43 0.862 2Utb 34.0 5.000 15.679 to 150.0 0.0 28.000 0.0 T.18 2.44 0.0045 0.0 33.000 0.150 Vel = 1.34 0.0 2.44 15.829 K Factor= 0.61 T.13 0.94 0.862 Utr 2.0 5.000 10.161 to 150.0 0.0 2.000 0.0 H.1 0.94 0.0009 0.0 7.000 0.006 Vel = 0.52 H.1 0.0 0.862 Utr 2.0 7.000 10.167 to 150.0 0.0 2.000 0.0 T.14 0.94 0.0008 0.0 9.000 0.007 Vel = 0.52 0.0 0.94 10.174 K Factor= 0.29 T.20 3.26 0.862 Utr 2.0 4.000 15.580 to 150.0 0.0 2.000 0.0 T.21 3.26 0.0078 0.0 6.000 0.047 Vel = 1.79 T.21 0.0 0.862 Utr 2.0 4.000 15.627 to 150.0 0.0 2.000 0.0 H.9 3.26 0.0078 0.0 6.000 0.047 Vel = 1.79 H.9 0.0 0.862 Utr 2.0 7.000 15.674 to 150.0 0.0 2.000 0.0 T.26 3.26 0.0078 0.0 9.000 0.070 Vel = 1.79 T.26 2.29 0.862 Utr 2.0 21.000 15.744 to 150.0 Utb 17.0 16.000 4.331 T.33 5.55 0.0209 0.0 37.000 0.774 Vel = 3.05 T.33 -0.44 0.862 0.0 2.000 20.849 to 150.0 0.0 0.0 0.0 T.32 5.11 0.0180 0.0 2.000 0.036 Vel = 2.81 T.32 0.44 0.862 Utr 2.0 3.000 20.885 to 150.0 0.0 2.000 0.0 T.31 5.55 0.0210 0.0 5.000 0.105 Vel = 3.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 NW RIVER TERRACE-Two Head Calculation (H.5& H.7) Date 5/22/2017 • 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 5.55 20.990 K Factor= 1.21 T.25 1.86 0.862 2Utb 34.0 2.000 15.600 to 150.0 0.0 28.000 0.0 T.27 1.86 0.0028 0.0 30.000 0.083 Vel = 1.02 T.27 0.43 0.862 Utr 2.0 6.000 15.683 to 150.0 0.0 2.000 0.0 H.11 2.29 0.0041 0.0 8.000 0.033 Vel = 1.26 H.11 0.0 0.862 0.0 3.000 15.716 to 150.0 0.0 0.0 0.0 T.28 2.29 0.0040 0.0 y 3.000 0.012 Vel = 1.26 T.28 0.0 0.862 Utr 2.0 2.000 15.728 to 150.0 0.0 2.000 0.0 T.26 2.29 0.0040 0.0 4.000 0.016 Vel = 1.26 0.0 2.29 15.744 K Factor= 0.58 T.19 0.43 0.862 Utr 2.0 10.000 15.679 to 150.0 0.0 2.000 0.0 T.23 0.43 0.0002 0.0 12.000 0.002 Vel = 0.24 T.23 -0.04 0.862 Utr 2.0 1.000 15.681 to 150.0 0.0 2.000 0.0 T.24 0.39 0.0003 0.0 3.000 0.001 Vel = 0.21 T.24 0.04 0.862 Utr 2.0 6.000 15.682 to 150.0 0.0 2.000 0.0 T.27 0.43 0.0001 0.0 8.000 0.001 Vel = 0.24 0.0 0.43 15.683 K Factor= 0.11 T.23 0.04 0.671 Utb 17.0 6.000 15.681 to 150.0 Utr 2.0 19.000 0.0 H.10 0.04 0.0 0.0 25.000 0.0 Vel = 0.04 H.10 0.0 0.671 Utb 17.0 5.000 15.681 to 150.0 0.0 17.000 0.0 T.24 0.04 0.0 0.0 22.000 0.001 Vel = 0.04 0.0 0.04 15.682 K Factor= 0.01 T.33 0.44 0.671 Utb 17.0 11.000 20.849 to 150.0 Utr 2.0 19.000 0.0 H.12 0.44 0.0007 0.0 30.000 0.020 Vel = 0.40 H.12 0.0 0.671 Utb 17.0 8.000 20.869 to 150.0 0.0 17.000 0.0 T.32 0.44 0.0006 0.0 25.000 0.016 Vel = 0.40 0.0 0.44 20.885 K Factor= 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087