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,4ST)-U!U -vvyLj /7030 Sw e-k+- RECEIVED MAR152017 CITY u, ;utiriD BUILDING DIVISION I AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : WEST RIVER TERRACE -One Head Calculation (H.1) Drawing : RESIDENTIAL Location : BUILDINGS 5 &6 UNIT K-6 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 020 Data File : 19816F 020 W River Terr Bldg 5-6, Unit K-6.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 WEST RIVER TERRACE -One Head Calculation (H.1) Date 3/7/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - WEST RIVER TERRACE Date - 3/6/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 020 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 39.53 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) - 62 Elev. R Residual (Psi) - 57 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 WEST RIVER TERRACE -One Head Calculation (H.1) Date 3/7/2017 City Water Supply: Demand: Cl -Static Pressure : 62 D1 - Elevation : 12.127 C2- Residual Pressure: 57 D2 -System Flow : 16.974 C2- Residual Flow : 300 D2 -System Pressure : 39.534 Hose ( Demand ) D3 -System Demand : 16.974 Safety Margin : 22.441 150 • 140 130 ; p 120 R 110 E 100 S 90 S 80 j U 70 _ C1 R60 — - -e C2 E 50 D2 40 t 30 20 10 D1 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 WEST RIVER TERRACE- One Head Calculation (H.1) Date 3/7/2017 Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 2 2% 3 3% 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 • WEST RIVER TERRACE - One Head Calculation (H.1) Date 3/7/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 62.0 57 300.0 61.975 16.97 39.534 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.14 128.0 14.04 T.15 128.0 14.31 H.3 128.0 14.36 T.16 128.0 14.39 H.4 128.0 14.44 T.17 128.0 14.66 T.25 118.0 19.18 T.31 108.0 23.92 T.30 108.0 24.75 S.1 104.0 28.29 MTR 100.0 35.89 STR 100.0 39.53 T.13 128.0 13.71 T.18 118.0 18.94 H.2 128.0 14.01 H.5 128.0 14.11 H.7 128.0 14.25 H.6 128.0 14.35 T.20 118.0 18.55 T.21 118.0 18.89 H.9 118.0 18.98 T.26 118.0 19.34 T.33 108.0 23.87 T.32 108.0 23.88 H.8 118.0 18.74 T.19 118.0 18.94 T.23 118.0 19.07 T.24 118.0 19.08 T.27 118.0 19.18 H.11 118.0 19.26 T.28 118.0 19.27 H.10 118.0 19.07 H.12 108.0 23.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5 WEST RIVER TERRACE-One Head Calculation (H.1) Date 3/7/2017 ` 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 6.13 0.671 Utb 17.0 7.000 12.000 K Factor=4.90 to 150.0 0.0 17.000 0.0 T.14 6.13 0.0851 0.0 24.000 2.042 Vel = 5.56 T.14 -4.10 0.671 Utr 2.0 5.000 14.042 to 150.0 Utb 17.0 19.000 0.0 T.15 2.03 0.0110 0.0 24.000 0.264 Vel = 1.84 T.15 0.0 0.671 Utr 2.0 3.000 14.306 to 150.0 0.0 2.000 0.0 H.3 2.03 0.0110 0.0 5.000 0.055 Vel = 1.84 H.3 0.0 0.671 Utr 2.0 1.000 14.361 to 150.0 0.0 2.000 0.0 T.16 2.03 0.0110 0.0 3.000 0.033 Vel = 1.84 T.16 0.0 0.671 Utr 2.0 2.000 14.394 to 150.0 0.0 2.000 0.0 H.4 2.03 0.0110 0.0 4.000 0.044 Vel = 1.84 H.4 0.0 0.671 Utb 17.0 3.000 14.438 to 150.0 0.0 17.000 0.0 T.17 2.03 0.0110 0.0 20.000 0.220 Vel = 1.84 T.17 1.95 0.862 Utr 2.0 15.000 14.658 to 150.0 0.0 2.000 4.331 T.25 3.98 0.0114 0.0 17.000 0.193 Vel = 2.19 T.25 0.22 0.862 Utb 17.0 19.000 19.182 to 150.0 0.0 14.000 4.331 T.31 4.2 0.0125 0.0 33.000 0.411 Vel = 2.31 T.31 3.43 0.862 Utr 2.0 20.000 23.924 to 150.0 0.0 2.000 0.0 T.30 7.63 0.0376 0.0 22.000 0.828 Vel = 4.19 T.30 9.34 0.862 Utr 2.0 6.000 24.752 to 150.0 T 7.528 4.904 1.732 S.1 16.97 0.1654 0.0 10.904 1.804 Vel = 9.33 S.1 0.0 1.244 2E 3.443 100.000 28.288 to 150.0 0.0 3.443 4.732 ** Fixed Loss= 3 MTR 16.97 0.0277 0.0 103.443 2.868 Vel = 4.48 MTR 0.0 0.995 E 2.336 35.000 35.888 to 150.0 T 5.841 9.345 0.0 STR 16.97 0.0822 G 1.168 44.345 3.646 Vel = 7.00 0.0 16.97 39.534 K Factor= 2.70 H.1 10.84 0.671 Utr 2.0 5.000 12.000 to 150.0 0.0 2.000 0.0 T.13 10.84 0.2446 0.0 7.000 1.712 Vel = 9.83 T.13 -1.95 0.862 Utr 2.0 15.950 13.712 to 150.0 0.0 2.000 4.331 T.18 8.89 0.0500 0.0 17.950 0.897 Vel = 4.89 T.18 0.46 0.862 Utb 17.0 13.000 18.940 to 150.0 0.0 14.000 4.331 T.30 9.35 0.0549 0.0 27.000 1.481 Vel = 5.14 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 ' WEST RIVER TERRACE- One Head Calculation (H.1) Date 3/7/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9.35 24.752 K Factor= 1.88 T.13 1.96 0.671 Utb 17.0 10.000 13.712 to 150.0 Utr 2.0 19.000 0.0 H.2 1.96 0.0103 0.0 29.000 0.298 Vel = 1.78 H.2 0.0 0.671 Utr 2.0 8.000 14.010 to 150.0 0.0 2.000 0.0 H.5 1.96 0.0103 0.0 10.000 0.103 Vel = 1.78 H.5 0.0 0.671 Utr 2.0 11.000 14.113 to 150.0 0.0 2.000 0.0 H.7 1.96 0.0103 0.0 13.000 0.134 Vel = 1.78 H.7 0.0 0.671 0.0 10.000 14.247 to 150.0 0.0 0.0 0.0 H.6 1.96 0.0103 0.0 10.000 0.103 Vel = 1.78 H.6 0.0 0.671 Utb 17.0 11.000 14.350 to 150.0 Utr 2.0 19.000 0.0 T.17 1.96 0.0103 0.0 30.000 0.308 Vel = 1.78 0.0 1.96 14.658 K Factor= 0.51 T.14 4.10 0.862 0.0 14.773 14.042 to 150.0 0.0 0.0 4.331 T.20 4.1 0.0120 0.0 14.773 0.177 Vel = 2.25 T.20 -1.71 0.671 Utr 2.0 4.000 18.550 to 150.0 Utb 17.0 19.000 0.0 T.21 2.39 0.0149 0.0 23.000 0.342 Vel = 2.17 T.21 0.0 0.671 Utr 2.0 4.000 18.892 to 150.0 0.0 2.000 0.0 H.9 2.39 0.0148 0.0 6.000 0.089 Vel = 2.17 H.9 0.0 0.671 Utb 17.0 7.000 18.981 to 150.0 0.0 17.000 0.0 T.26 2.39 0.0149 0.0 24.000 0.357 Vel = 2.17 T.26 1.04 0.862 Utr 2.0 21.000 19.338 to 150.0 0.0 2.000 4.331 T.33 3.43 0.0086 0.0 23.000 0.198 Vel = 1.89 T.33 -0.27 0.862 0.0 2.000 23.867 to 150.0 0.0 0.0 0.0 T.32 3.16 0.0070 0.0 2.000 0.014 Vel = 1.74 T.32 0.27 0.862 Utr 2.0 3.000 23.881 to 150.0 0.0 2.000 0.0 T.31 3.43 0.0086 0.0 5.000 0.043 Vel = 1.89 0.0 3.43 23.924 K Factor= 0.70 T.20 1.71 0.671 Utb 17.0 6.000 18.550 to 150.0 0.0 17.000 0.0 H.8 1.71 0.0080 0.0 23.000 0.185 Vel = 1.55 H.8 0.0 0.671 Utb 17.0 6.000 18.735 to 150.0 Utr 2.0 19.000 0.0 T.19 1.71 0.0080 0.0 25.000 0.201 Vel = 1.55 T.19 -0.46 0.671 Utr 2.0 10.000 18.936 to 150.0 Utb 17.0 19.000 0.0 T.23 1.25 0.0046 0.0 29.000 0.132 Vel = 1.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 1 Uponor Page 7 WEST RIVER TERRACE -One Head Calculation (H.1) Date 3/7/2017 ' 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.23 -0.23 0.671 Utr 2.0 1.000 19.068 to 150.0 0.0 2.000 0.0 T.24 1.02 0.0030 0.0 3.000 0.009 Vel = 0.93 T.24 0.23 0.671 Utb 17.0 6.000 19.077 to 150.0 0.0 17.000 0.0 T.27 1.25 0.0045 0.0 23.000 0.104 Vel = 1.13 T.27 -0.21 0.671 Utb 17.0 6.000 19.181 to 150.0 Utr 2.0 19.000 0.0 H.11 1.04 0.0032 0.0 25.000 0.080 Vel = 0.94 H.11 0.0 0.671 0.0 3.000 19.261 to 150.0 0.0 0.0 0.0 T.28 1.04 0.0033 0.0 3.000 0.010 Vel = 0.94 T.28 0.0 0.671 Utr 2.0 2.000 19.271 to 150.0 Utb 17.0 19.000 0.0 T.26 1.04 0.0032 0.0 21.000 0.067 Vel = 0.94 0.0 1.04 19.338 K Factor= 0.24 T.19 0.46 0.862 Utb 17.0 5.000 18.936 to 150.0 0.0 14.000 0.0 T.18 0.46 0.0002 0.0 19.000 0.004 Vel = 0.25 0.0 0.46 18.940 K Factor= 0.11 T.23 0.23 0.671 Utb 17.0 6.000 19.068 to 150.0 Utr 2.0 19.000 0.0 H.10 0.23 0.0002 0.0 25.000 0.004 Vel = 0.21 H.10 0.0 0.671 Utb 17.0 5.000 19.072 to 150.0 0.0 17.000 0.0 T.24 0.23 0.0002 0.0 22.000 0.005 Vel = 0.21 0.0 0.23 19.077 K Factor= 0.05 T.27 0.21 0.862 Utb 17.0 2.000 19.181 to 150.0 0.0 14.000 0.0 T.25 0.21 0.0001 0.0 16.000 0.001 Vel = 0.12 0.0 0.21 19.182 K Factor= 0.05 T.33 0.27 0.671 Utb 17.0 11.000 23.867 to 150.0 Utr 2.0 19.000 0.0 H.12 0.27 0.0003 0.0 30.000 0.008 Vel = 0.24 H.12 0.0 0.671 Utb 17.0 8.000 23.875 to 150.0 0.0 17.000 0.0 T.32 0.27 0.0002 0.0 25.000 0.006 Vel = 0.24 0.0 0.27 23.881 K Factor= 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : WEST RIVER TERRACE -Two Head Calculation (H.7 & H.6) Drawing : RESIDENTIAL Location : BUILDINGS 5 &6 UNIT K-6 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 020 Data File : 19816F 020 W River Terr Bldg 5-6, Unit K-6.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 WEST RIVER TERRACE -Two Head Calculation (H.7& H.6) Date 3/7/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - WEST RIVER TERRACE Date - 3/6/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 020 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 26.0686 Psi Required 58.4 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) - 62 Elev. R Residual (Psi) - 57 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 WEST RIVER TERRACE-Two Head Calculation (H.7& H.6) Date 3/7/2017 City Water Supply: Demand: Cl - Static Pressure : 62 D1 - Elevation : 12.127 C2 - Residual Pressure: 57 D2-System Flow : 26.069 C2 - Residual Flow : 300 D2 -System Pressure : 58.402 Hose ( Demand ) D3-System Demand : 26.069 Safety Margin : 3.543 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 1 — R60 d [� E 50 — 40 30 20 10 o 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 WEST RIVER TERRACE -Two Head Calculation (H.7& H.6) Date 3/7/2017 Fitting Legend Abbrev. Name 1/2 3/ 1 1'/< 11/2 2 21/2 3 3'/z 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 WEST RIVER TERRACE -Two Head Calculation (H.7 & H.6) Date 3/7/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 62.0 57 300.0 61.946 26.07 58.402 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 128.0 4.9 7.04 13.0 H.5 128.0 10.52 H.2 128.0 13.2 T.13 128.0 20.96 T.18 118.0 26.38 T.30 108.0 33.54 S.1 104.0 39.26 MTR 100.0 50.34 STR 100.0 58.4 H.6 128.0 4.9 7.11 13.07 T.17 128.0 19.96 T.25 118.0 25.71 T.31 108.0 31.39 H.4 128.0 20.39 T.16 128.0 20.48 H.3 128.0 20.54 T.15 128.0 20.65 T.14 128.0 21.17 T.20 118.0 25.71 T.21 118.0 26.08 H.9 118.0 26.18 T.26 118.0 26.58 T.33 108.0 31.28 T.32 108.0 31.31 H.1 128.0 21.01 H.8 118.0 25.95 T.19 118.0 26.21 T.27 118.0 25.88 H.11 118.0 26.24 T.28 118.0 26.28 T.24 118.0 26.02 T.23 118.0 26.03 H.10 118.0 26.03 H.12 108.0 31.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5 WEST RIVER TERRACE-Two Head Calculation (H.7& H.6) Date 3/7/2017 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.7 11.39 0.671 Utr 2.0 11.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.5 11.39 0.2678 0.0 13.000 3.481 Vel = 10.33 H.5 0.0 0.671 Utr 2.0 8.000 10.521 to 150.0 0.0 2.000 0.0 H.2 11.39 0.2677 0.0 10.000 2.677 Vel = 10.33 H.2 0.0 0.671 Utb 17.0 10.000 13.198 to 150.0 Utr 2.0 19.000 0.0 T.13 11.39 0.2678 0.0 29.000 7.765 Vel = 10.33 T.13 -1.56 0.862 Utr 2.0 15.950 20.963 to 150.0 0.0 2.000 4.331 T.18 9.83 0.0602 0.0 17.950 1.081 Vel = 5.40 T.18 3.45 0.862 Utb 17.0 13.000 26.375 to 150.0 0.0 14.000 4.331 T.30 13.28 0.1051 0.0 27.000 2.837 Vel = 7.30 T.30 12.79 0.862 Utr 2.0 6.000 33.543 to 150.0 T 7.528 4.904 1.732 S.1 26.07 0.3658 0.0 10.904 3.989 Vel = 14.33 S.1 0.0 1.244 2E 3.443 100.000 39.264 to 150.0 0.0 3.443 4.732 ** Fixed Loss= 3 MTR 26.07 0.0613 0.0 103.443 6.341 Vel = 6.88 MTR 0.0 0.995 E 2.336 35.000 50.337 to 150.0 T 5.841 9.345 0.0 STR 26.07 0.1819 G 1.168 44.345 8.065 Vel = 10.76 0.0 26.07 58.402 K Factor= 3.41 H.7 1.61 0.671 0.0 10.000 7.040 to 150.0 0.0 0.0 0.0 H.6 1.61 0.0072 0.0 10.000 0.072 Vel = 1.46 H.6 13.07 0.671 Utb 17.0 11.000 7.112 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 T.17 14.68 0.4282 0.0 30.000 12.846 Vel = 13.32 T.17 -2.93 0.862 Utr 2.0 15.000 19.958 to 150.0 0.0 2.000 4.331 T.25 11.75 0.0838 0.0 17.000 1.425 Vel = 6.46 T.25 -3.80 0.862 Utb 17.0 19.000 25.714 to 150.0 0.0 14.000 4.331 T.31 7.95 0.0407 0.0 33.000 1.343 Vel = 4.37 T.31 4.84 0.862 Utr 2.0 20.000 31.388 to 150.0 0.0 2.000 0.0 T.30 12.79 0.0980 0.0 22.000 2.155 Vel = 7.03 0.0 12.79 33.543 K Factor= 2.21 T.17 2.92 0.671 Utb 17.0 3.000 19.958 to 150.0 0.0 17.000 0.0 H.4 2.92 0.0217 0.0 20.000 0.434 Vel = 2.65 H.4 0.0 0.671 Utr 2.0 2.000 20.392 to 150.0 0.0 2.000 0.0 T.16 2.92 0.0215 0.0 4.000 0.086 Vel = 2.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 WEST RIVER TERRACE-Two Head Calculation (H.7 & H.6) Date 3/7/2017 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 0.671 Utr 2.0 1.000 20.478 to 150.0 0.0 2.000 0.0 H.3 2.92 0.0217 0.0 3.000 0.065 Vel = 2.65 H.3 0.0 0.671 Utr 2.0 3.000 20.543 to 150.0 0.0 2.000 0.0 T.15 2.92 0.0216 0.0 5.000 0.108 Vel = 2.65 T.15 0.0 0.671 Utr 2.0 5.000 20.651 to 150.0 Utb 17.0 19.000 0.0 T.14 2.92 0.0217 0.0 24.000 0.520 Vel = 2.65 T.14 1.56 0.862 0.0 14.773 21.171 to 150.0 0.0 0.0 4.331 T.20 4.48 0.0141 0.0 14.773 0.208 Vel = 2.46 T.20 -1.97 0.671 Utr 2.0 4.000 25.710 to 150.0 Utb 17.0 19.000 0.0 T.21 2.51 0.0163 0.0 23.000 0.375 Vel = 2.28 T.21 0.0 0.671 Utr 2.0 4.000 26.085 to 150.0 0.0 2.000 0.0 H.9 2.51 0.0163 0.0 6.000 0.098 Vel = 2.28 H.9 0.0 0.671 Utb 17.0 7.000 26.183 to 150.0 0.0 17.000 0.0 T.26 2.51 0.0163 0.0 24.000 0.392 Vel = 2.28 T.26 2.33 0.862 Utr 2.0 21.000 26.575 to 150.0 0.0 2.000 4.331 T.33 4.84 0.0162 0.0 23.000 0.373 Vel = 2.66 T.33 -0.39 0.862 0.0 2.000 31.279 to 150.0 0.0 0.0 0.0 T.32 4.45 0.0135 0.0 2.000 0.027 Vel = 2.45 T.32 0.39 0.862 Utr 2.0 3.000 31.306 to 150.0 0.0 2.000 0.0 T.31 4.84 0.0164 0.0 5.000 0.082 Vel = 2.66 0.0 4.84 31.388 K Factor= 0.86 T.13 1.56 0.671 Utr 2.0 5.000 20.963 to 150.0 0.0 2.000 0.0 H.1 1.56 0.0067 0.0 7.000 0.047 Vel = 1.42 H.1 0.0 0.671 Utb 17.0 7.000 21.010 to 150.0 0.0 17.000 0.0 T.14 1.56 0.0067 0.0 24.000 0.161 Vel = 1.42 0.0 1.56 21.171 K Factor= 0.34 T.20 1.97 0.671 Utb 17.0 6.000 25.710 to 150.0 0.0 17.000 0.0 H.8 1.97 0.0104 0.0 23.000 0.240 Vel = 1.79 H.8 0.0 0.671 Utb 17.0 6.000 25.950 to 150.0 Utr 2.0 19.000 0.0 T.19 1.97 0.0104 0.0 25.000 0.261 Vel = 1.79 T.19 1.48 0.862 Utb 17.0 5.000 26.211 to 150.0 0.0 14.000 0.0 T.18 3.45 0.0086 0.0 19.000 0.164 Vel = 1.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 WEST RIVER TERRACE -Two Head Calculation (H.7& H.6) Date 3/7/2017 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 3.45 26.375 K Factor= 0.67 T.25 3.80 0.862 Utb 17.0 2.000 25.714 to 150.0 0.0 14.000 0.0 T.27 3.8 0.0104 0.0 16.000 0.166 Vel = 2.09 T.27 -1.47 0.671 Utb 17.0 6.000 25.880 to 150.0 Utr 2.0 19.000 0.0 H.11 2.33 0.0142 0.0 25.000 0.355 Vel = 2.11 H.11 0.0 0.671 0.0 3.000 26.235 to 150.0 0.0 0.0 0.0 T.28 2.33 0.0140 0.0 3.000 0.042 Vel = 2.11 T.28 0.0 0.671 Utr 2.0 2.000 26.277 to 150.0 Utb 17.0 19.000 0.0 T.26 2.33 0.0142 0.0 21.000 0.298 Vel = 2.11 0.0 2.33 26.575 K Factor= 0.45 T.27 1.48 0.671 Utb 17.0 6.000 25.880 to 150.0 0.0 17.000 0.0 T.24 1.48 0.0061 0.0 23.000 0.141 Vel = 1.34 T.24 -0.28 0.671 Utr 2.0 1.000 26.021 to 150.0 0.0 2.000 0.0 T.23 1.2 0.0043 0.0 3.000 0.013 Vel = 1.09 T.23 0.28 0.671 Utr 2.0 10.000 26.034 to 150.0 Utb 17.0 19.000 0.0 T.19 1.48 0.0061 0.0 29.000 0.177 Vel = 1.34 0.0 1.48 26.211 K Factor= 0.29 T.24 0.27 0.671 Utb 17.0 5.000 26.021 to 150.0 0.0 17.000 0.0 H.10 0.27 0.0003 0.0 22.000 0.006 Vel = 0.24 H.10 0.0 0.671 Utb 17.0 6.000 26.027 to 150.0 Utr 2.0 19.000 0.0 T.23 0.27 0.0003 0.0 25.000 0.007 Vel = 0.24 0.0 0.27 26.034 K Factor= 0.05 T.33 0.38 0.671 Utb 17.0 11.000 31.279 to 150.0 Utr 2.0 19.000 0.0 H.12 0.38 0.0005 0.0 30.000 0.015 Vel = 0.34 H.12 0.0 0.671 Utb 17.0 8.000 31.294 to 150.0 0.0 17.000 0.0 T.32 0.38 0.0005 0.0 25.000 0.012 Vel = 0.34 0.0 0.38 31.306 K Factor= 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087