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s / STS(c. -CC/ / ?/ ( 70a---set, Peoe-g - lQedmoi✓ RECEIVFD MAR 15 2017 CITY Of TIGHHU BUILDING DIVISION 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.9) Drawing : RESIDENTIAL Location : BUILDINGS 5&6 UNIT E-6 TIGARD OR 97223 Remote Area : 7 Contract : 19816F 019 Data File : 19816F 019 W River Terr Bldg 5-6, Unit E-6.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 WEST RIVER TERRACE-One Head Calculation (H.9) Date 3/7/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - WEST RIVER TERRACE Date - 3/6/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 7 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 019 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 45.37 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.9) 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 : 45.369 Hose ( Demand ) D3- System Demand : 16.974 Safety Margin : 16.606 150 140 130 P 120 R110 E 100 S 90 S 80 U 70 Cl R 60 ° _ C2 -e E 50 D2 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 - One Head Calculation (H.9) Date 3/7/2017 Fitting Legend Abbrev. Name 1/2 3/ 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 WEST RIVER TERRACE- One Head Calculation (H.9) 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 45.369 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 128.0 4.9 12.0 16.97 T.21 128.0 17.26 H.7 128.0 17.69 T.20 118.0 22.24 H.5 118.0 22.41 T.18 118.0 22.55 T.17 118.0 23.06 T.22 118.0 23.27 T.34 108.0 28.31 T.33 108.0 28.77 S.1 104.0 34.12 MTR 100.0 41.72 STR 100.0 45.37 H.10 118.0 17.76 H.8 118.0 18.88 H.6 118.0 19.79 H.4 118.0 20.91 T.19 118.0 22.95 T.24 118.0 23.36 T.31 118.0 21.99 T.29 118.0 22.89 T.28 118.0 23.32 T.30 118.0 23.34 H.14 118.0 23.37 T.32 118.0 23.42 T.37 108.0 27.99 H.16 108.0 28.0 T.36 108.0 28.1 H.15 118.0 22.68 H.13 118.0 22.98 T.27 118.0 23.02 T.23 118.0 23.25 H.11 118.0 23.29 T.25 118.0 23.34 H.3 118.0 22.96 H.1 118.0 22.98 H.2 118.0 23.0 H.12 118.0 23.32 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.9) 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.9 10.22 0.671 Utb 17.0 5.000 12.000 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 T.21 10.22 0.2192 0.0 24.000 5.260 Vel = 9.27 T.21 -7.13 0.671 Utb 17.0 1.000 17.260 to 150.0 0.0 17.000 0.0 H.7 3.09 0.0241 0.0 18.000 0.433 Vel = 2.80 H.7 0.0 0.671 Utr 2.0 7.000 17.693 to 150.0 0.0 2.000 4.331 T.20 3.09 0.0240 0.0 9.000 0.216 Vel = 2.80 T.20 0.0 0.671 Utr 2.0 5.000 22.240 to 150.0 0.0 2.000 0.0 H.5 3.09 0.0240 0.0 7.000 0.168 Vel = 2.80 H.5 0.0 0.671 Utr 2.0 4.000 22.408 to 150.0 0.0 2.000 0.0 T.18 3.09 0.0240 0.0 6.000 0.144 Vel = 2.80 T.18 0.0 0.671 Utr 2.0 2.000 22.552 to 150.0 Utb 17.0 19.000 0.0 T.17 3.09 0.0240 0.0 21.000 0.505 Vel = 2.80 T.17 0.79 0.862 Utr 2.0 17.413 23.057 to 150.0 0.0 2.000 0.0 T.22 3.88 0.0108 0.0 19.413 0.210 Vel = 2.13 T.22 1.19 0.862 Utb 17.0 26.000 23.267 to 150.0 0.0 14.000 4.331 T.34 5.07 0.0177 0.0 40.000 0.708 Vel = 2.79 T.34 4.78 0.862 Utr 2.0 5.640 28.306 to 150.0 0.0 2.000 0.0 T.33 9.85 0.0605 0.0 7.640 0.462 Vel = 5.42 T.33 7.12 0.862 Utr 2.0 17.000 28.768 to 150.0 T 7.528 4.904 1.732 S.1 16.97 0.1654 0.0 21.904 3.623 Vel = 9.33 S.1 0.0 1.244 2E 3.443 100.000 34.123 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 41.722 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 45.369 K Factor= 2.52 H.9 6.75 0.671 0.0 14.000 12.000 to 150.0 0.0 0.0 4.331 H.10 6.75 0.1018 0.0 14.000 1.425 Vel = 6.12 H.10 0.0 0.671 Utr 2.0 9.000 17.756 to 150.0 0.0 2.000 0.0 H.8 6.75 0.1018 0.0 11.000 1.120 Vel = 6.12 H.8 0.0 0.671 Utr 2.0 7.000 18.876 to 150.0 0.0 2.000 0.0 H.6 6.75 0.1018 0.0 9.000 0.916 Vel = 6.12 H.6 0.0 0.671 Utr 2.0 9.000 19.792 to 150.0 0.0 2.000 0.0 H.4 6.75 0.1018 0.0 11.000 1.120 Vel = 6.12 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.9) 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.4 0.0 0.671 Utb 17.0 1.000 20.912 to 150.0 Utr 2.0 19.000 0.0 T.19 6.75 0.1018 0.0 20.000 2.037 Vel = 6.12 T.19 -0.79 0.862 Utr 2.0 15.140 22.949 to 150.0 0.0 2.000 0.0 T.24 5.96 0.0239 0.0 17.140 0.409 Vel = 3.28 T.24 1.17 0.862 Utb 17.0 18.485 23.358 to 150.0 0.0 14.000 4.331 T.33 7.13 0.0332 0.0 32.485 1.079 Vel = 3.92 0.0 7.13 28.768 K Factor= 1.33 T.21 7.13 0.862 0.0 12.000 17.260 to 150.0 0.0 0.0 4.331 T.31 7.13 0.0332 0.0 12.000 0.399 Vel = 3.92 T.31 -3.20 0.671 Utb 17.0 7.000 21.990 to 150.0 0.0 17.000 0.0 T.29 3.93 0.0374 0.0 24.000 0.897 Vel = 3.57 T.29 -1.93 0.671 2Utb 34.0 6.000 22.887 to 150.0 0.0 34.000 0.0 T.28 2.0 0.0108 0.0 40.000 0.431 Vel = 1.81 T.28 -0.42 0.671 Utr 2.0 1.000 23.318 to 150.0 0.0 2.000 0.0 T.30 1.58 0.0067 0.0 3.000 0.020 Vel = 1.43 T.30 0.0 0.671 Utr 2.0 2.000 23.338 to 150.0 0.0 2.000 0.0 H.14 1.58 0.0070 0.0 4.000 0.028 Vel = 1.43 H.14 0.0 0.671 Utr 2.0 6.000 23.366 to 150.0 0.0 2.000 0.0 T.32 1.58 0.0069 0.0 8.000 0.055 Vel = 1.43 T.32 3.19 0.862 Utr 2.0 13.000 23.421 to 150.0 0.0 2.000 4.331 T.37 4.77 0.0159 0.0 15.000 0.238 Vel = 2.62 T.37 0.0 0.862 0.0 1.000 27.990 to 150.0 0.0 0.0 0.0 H.16 4.77 0.0150 0.0 1.000 0.015 Vel = 2.62 H.16 0.0 0.862 Utr 2.0 4.000 28.005 to 150.0 0.0 2.000 0.0 T.36 4.77 0.0158 0.0 6.000 0.095 Vel = 2.62 T.36 0.0 0.862 Utr 2.0 11.000 28.100 to 150.0 0.0 2.000 0.0 T.34 4.77 0.0158 0.0 13.000 0.206 Vel = 2.62 0.0 4.77 28.306 K Factor= 0.90 T.31 3.20 0.671 Utb 17.0 8.000 21.990 to 150.0 Utr 2.0 19.000 0.0 H.15 3.2 0.0256 0.0 27.000 0.690 Vel = 2.90 H.15 0.0 0.671 Utb 17.0 12.000 22.680 to 150.0 0.0 17.000 0.0 T.32 3.2 0.0256 0.0 29.000 0.741 Vel = 2.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 WEST RIVER TERRACE-One Head Calculation (H.9) 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 3.20 23.421 K Factor= 0.66 T.29 1.92 0.671 Utr 2.0 7.000 22.887 to 150.0 0.0 2.000 0.0 H.13 1.92 0.0100 0.0 9.000 0.090 Vel = 1.74 H.13 0.0 0.671 Utr 2.0 2.000 22.977 to 150.0 0.0 2.000 0.0 T.27 1.92 0.0100 0.0 4.000 0.040 Vel = 1.74 T.27 0.0 0.671 Utr 2.0 4.000 23.017 to 150.0 Utb 17.0 19.000 0.0 T.23 1.92 0.0100 0.0 23.000 0.229 Vel = 1.74 T.23 -1.18 0.671 Utb 17.0 7.000 23.246 to 150.0 0.0 17.000 0.0 H.11 0.74 0.0017 0.0 24.000 0.040 Vel = 0.67 H.11 0.0 0.671 Utb 17.0 13.000 23.286 to 150.0 Utr 2.0 19.000 0.0 T.25 0.74 0.0017 0.0 32.000 0.054 Vel = 0.67 T.25 0.42 0.862 Utb 17.0 1.000 23.340 to 150.0 0.0 14.000 0.0 T.24 1.16 0.0012 0.0 15.000 0.018 Vel = 0.64 0.0 1.16 23.358 K Factor= 0.24 T.19 0.79 0.671 Utr 2.0 4.000 22.949 to 150.0 0.0 2.000 0.0 H.3 0.79 0.0018 0.0 6.000 0.011 Vel = 0.72 H.3 0.0 0.671 Utr 2.0 10.000 22.960 to 150.0 0.0 2.000 0.0 H.1 0.79 0.0019 0.0 12.000 0.023 Vel = 0.72 H.1 0.0 0.671 Utr 2.0 9.000 22.983 to 150.0 0.0 2.000 0.0 H.2 0.79 0.0020 0.0 11.000 0.022 Vel = 0.72 H.2 0.0 0.671 Utb 17.0 10.000 23.005 to 150.0 0.0 17.000 0.0 T.17 0.79 0.0019 0.0 27.000 0.052 Vel = 0.72 0.0 0.79 23.057 K Factor= 0.16 T.23 1.19 0.862 Utb 17.0 3.000 23.246 to 150.0 0.0 14.000 0.0 T.22 1.19 0.0012 0.0 17.000 0.021 Vel = 0.65 0.0 1.19 23.267 K Factor= 0.25 T.28 0.43 0.671 Utr 2.0 7.000 23.318 to 150.0 0.0 2.000 0.0 H.12 0.43 0.0006 0.0 9.000 0.005 Vel = 0.39 H.12 0.0 0.671 Utb 17.0 8.000 23.323 to 150.0 Utr 2.0 19.000 0.0 T.25 0.43 0.0006 0.0 27.000 0.017 Vel = 0.39 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 ' WEST RIVER TERRACE- One Head Calculation (H.9) 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 0.43 23.340 K Factor= 0.09 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.10 & H.8) Drawing : RESIDENTIAL Location : BUILDINGS 5&6 UNIT E-6 TIGARD OR 97223 Remote Area : 7 Contract : 19816F 019 Data File : 19816F 019 W River Terr Bldg 5-6, Unit E-6.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 WEST RIVER TERRACE -Two Head Calculation (H.10 & H.8) Date 3/7/2017 • HYDRAULIC DESIGN INFORMATION SHEET Name - WEST RIVER TERRACE Date - 3/6/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 7 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 019 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 - 118 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0035 Psi Required 57.92 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.10& H.8) Date 3/7/2017 City Water Supply: Demand: Cl - Static Pressure : 62 D1 - Elevation : 7.796 C2 - Residual Pressure: 57 D2-System Flow : 26.004 C2 - Residual Flow : 300 D2-System Pressure : 57.918 Hose ( Demand ) D3-System Demand : 26.004 Safety Margin : 4.028 150 140 i • 130 : p 120 R 110 E 100 S 90 i S 80 U 70 Cl C2 R 60 D e E 50 40 ' 30 20 10 o - - 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 -Two Head Calculation (H.10 & H.8) Date 3/7/2017 Fitting Legend Abbrev. Name '/2 3/4 1 1'/4 1'/2 2 2'/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 V WEST RIVER TERRACE-Two Head Calculation (H.10& H.8) 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 26.0 57.918 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 118.0 4.9 7.04 13.0 H.9 128.0 7.38 T.21 128.0 15.39 T.31 118.0 20.34 T.29 118.0 21.7 T.28 118.0 22.34 T.30 118.0 22.41 H.14 118.0 22.5 T.32 118.0 22.67 T.37 108.0 27.5 H.16 108.0 27.53 T.36 108.0 27.73 T.34 108.0 28.15 T.33 108.0 29.14 S.1 104.0 38.85 MTR 100.0 49.89 STR 100.0 57.92 H.8 118.0 4.9 7.04 13.0 H.6 118.0 10.2 H.4 118.0 14.05 T.19 118.0 21.07 T.24 118.0 22.32 H.7 128.0 16.0 T.20 118.0 20.64 H.5 118.0 20.88 T.18 118.0 21.09 T.17 118.0 21.81 T.22 118.0 22.28 H.15 118.0 21.46 H.3 118.0 21.15 H.1 118.0 21.31 H.2 118.0 21.45 H.13 118.0 21.83 T.27 118.0 21.89 T.23 118.0 22.24 H.11 118.0 22.28 T.25 118.0 22.32 H.12 118.0 22.34 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.10 & H.8) 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.10 12.83 0.671 0.0 14.000 7.040 K Factor=4.90 to 150.0 0.0 0.0 -4.331 H.9 12.83 0.3336 0.0 14.000 4.671 Vel = 11.64 H.9 0.0 0.671 Utb 17.0 5.000 7.380 to 150.0 Utr 2.0 19.000 0.0 T.21 12.83 0.3336 0.0 24.000 8.006 Vel = 11.64 T.21 -3.76 0.862 0.0 12.000 15.386 to 150.0 0.0 0.0 4.331 T.31 9.07 0.0519 0.0 12.000 0.623 Vel = 4.99 T.31 -4.16 0.671 Utb 17.0 7.000 20.340 to 150.0 0.0 17.000 0.0 T.29 4.91 0.0565 0.0 24.000 1.356 Vel = 4.45 T.29 -2.41 0.671 2Utb 34.0 6.000 21.696 to 150.0 0.0 34.000 0.0 T.28 2.5 0.0162 0.0 40.000 0.648 Vel = 2.27 T.28 0.43 0.671 Utr 2.0 1.000 22.344 to 150.0 0.0 2.000 0.0 T.30 2.93 0.0220 0.0 3.000 0.066 Vel = 2.66 T.30 0.0 0.671 Utr 2.0 2.000 22.410 to 150.0 0.0 2.000 0.0 H.14 2.93 0.0217 0.0 4.000 0.087 Vel = 2.66 H.14 0.0 0.671 Utr 2.0 6.000 22.497 to 150.0 0.0 2.000 0.0 T.32 2.93 0.0217 0.0 8.000 0.174 Vel = 2.66 T.32 4.16 0.862 Utr 2.0 13.000 22.671 to 150.0 0.0 2.000 4.331 T.37 7.09 0.0329 0.0 15.000 0.494 Vel = 3.90 T.37 0.0 0.862 0.0 1.000 27.496 to 150.0 0.0 0.0 0.0 H.16 7.09 0.0320 0.0 1.000 0.032 Vel = 3.90 H.16 0.0 0.862 Utr 2.0 4.000 27.528 to 150.0 0.0 2.000 0.0 T.36 7.09 0.0330 0.0 6.000 0.198 Vel = 3.90 T.36 0.0 0.862 Utr 2.0 11.000 27.726 to 150.0 0.0 2.000 0.0 T.34 7.09 0.0329 0.0 13.000 0.428 Vel = 3.90 T.34 7.73 0.862 Utr 2.0 5.640 28.154 to 150.0 0.0 2.000 0.0 T.33 14.82 0.1287 0.0 7.640 0.983 Vel = 8.15 T.33 11.18 0.862 Utr 2.0 17.000 29.137 to 150.0 T 7.528 4.904 1.732 S.1 26.0 0.3642 0.0 21.904 7.977 Vel = 14.29 S.1 0.0 1.244 2E 3.443 100.000 38.846 to 150.0 0.0 3.443 4.732 ** Fixed Loss= 3 MTR 26.0 0.0610 0.0 103.443 6.311 Vel = 6.86 MTR 0.0 0.995 E 2.336 35.000 49.889 to 150.0 T 5.841 9.345 0.0 STR 26.0 0.1811 G 1.168 44.345 8.029 Vel = 10.73 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.10& H.8) 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 26.00 57.918 K Factor= 3.42 H.10 0.17 0.671 Utr 2.0 9.000 7.040 to 150.0 0.0 2.000 0.0 H.8 0.17 0.0001 0.0 11.000 0.001 Vel = 0.15 H.8 13.01 0.671 Utr 2.0 7.000 7.041 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.6 13.18 0.3507 0.0 9.000 3.156 Vel = 11.96 H.6 0.0 0.671 Utr 2.0 9.000 10.197 to 150.0 0.0 2.000 0.0 H.4 13.18 0.3506 0.0 11.000 3.857 Vel = 11.96 H.4 0.0 0.671 Utb 17.0 1.000 14.054 to 150.0 Utr 2.0 19.000 0.0 T.19 13.18 0.3507 0.0 20.000 7.014 Vel = 11.96 T.19 -2.25 0.862 Utr 2.0 15.140 21.068 to 150.0 0.0 2.000 0.0 T.24 10.93 0.0732 0.0 17.140 1.255 Vel = 6.01 T.24 0.25 0.862 Utb 17.0 18.485 22.323 to 150.0 0.0 14.000 4.331 T.33 11.18 0.0764 0.0 32.485 2.483 Vel = 6.15 0.0 11.18 29.137 K Factor= 2.07 T.21 3.75 0.671 Utb 17.0 1.000 15.386 to 150.0 0.0 17.000 0.0 H.7 3.75 0.0343 0.0 18.000 0.618 Vel = 3.40 H.7 0.0 0.671 Utr 2.0 7.000 16.004 to 150.0 0.0 2.000 4.331 T.20 3.75 0.0343 0.0 9.000 0.309 Vel = 3.40 T.20 0.0 0.671 Utr 2.0 5.000 20.644 to 150.0 0.0 2.000 0.0 H.5 3.75 0.0344 0.0 7.000 0.241 Vel = 3.40 H.5 0.0 0.671 Utr 2.0 4.000 20.885 to 150.0 0.0 2.000 0.0 T.18 3.75 0.0343 0.0 6.000 0.206 Vel = 3.40 T.18 0.0 0.671 Utr 2.0 2.000 21.091 to 150.0 Utb 17.0 19.000 0.0 T.17 3.75 0.0343 0.0 21.000 0.721 Vel = 3.40 T.17 2.25 0.862 Utr 2.0 17.413 21.812 to 150.0 0.0 2.000 0.0 T.22 6.0 0.0242 0.0 19.413 0.469 Vel = 3.30 T.22 1.73 0.862 Utb 17.0 26.000 22.281 to 150.0 0.0 14.000 4.331 T.34 7.73 0.0386 0.0 40.000 1.542 Vel = 4.25 0.0 7.73 28.154 K Factor= 1.46 T.31 4.16 0.671 Utb 17.0 8.000 20.340 to 150.0 Utr 2.0 19.000 0.0 H.15 4.16 0.0416 0.0 27.000 1.124 Vel = 3.77 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.10 & H.8) 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.15 0.0 0.671 Utb 17.0 12.000 21.464 to 150.0 0.0 17.000 0.0 T.32 4.16 0.0416 0.0 29.000 1.207 Vel = 3.77 0.0 4.16 22.671 K Factor= 0.87 T.19 2.25 0.671 Utr 2.0 4.000 21.068 to 150.0 0.0 2.000 0.0 H.3 2.25 0.0132 0.0 6.000 0.079 Vel = 2.04 H.3 0.0 0.671 Utr 2.0 10.000 21.147 to 150.0 0.0 2.000 0.0 H.1 2.25 0.0133 0.0 12.000 0.160 Vel = 2.04 H.1 0.0 0.671 Utr 2.0 9.000 21.307 to 150.0 0.0 2.000 0.0 H.2 2.25 0.0133 0.0 11.000 0.146 Vel = 2.04 H.2 0.0 0.671 Utb 17.0 10.000 21.453 to 150.0 0.0 17.000 0.0 T.17 2.25 0.0133 0.0 27.000 0.359 Vel = 2.04 0.0 2.25 21.812 K Factor= 0.48 T.29 2.41 0.671 Utr 2.0 7.000 21.696 to 150.0 0.0 2.000 0.0 H.13 2.41 0.0151 0.0 9.000 0.136 Vel = 2.19 H.13 0.0 0.671 Utr 2.0 2.000 21.832 to 150.0 0.0 2.000 0.0 T.27 2.41 0.0150 0.0 4.000 0.060 Vel = 2.19 T.27 0.0 0.671 Utr 2.0 4.000 21.892 to 150.0 Utb 17.0 19.000 0.0 T.23 2.41 0.0151 0.0 23.000 0.348 Vel = 2.19 T.23 -0.68 0.862 Utb 17.0 3.000 22.240 to 150.0 0.0 14.000 0.0 T.22 1.73 0.0024 0.0 17.000 0.041 Vel = 0.95 0.0 1.73 22.281 K Factor= 0.37 T.23 0.68 0.671 Utb 17.0 7.000 22.240 to 150.0 0.0 17.000 0.0 H.11 0.68 0.0015 0.0 24.000 0.035 Vel = 0.62 H.11 0.0 0.671 Utb 17.0 13.000 22.275 to 150.0 Utr 2.0 19.000 0.0 T.25 0.68 0.0015 0.0 32.000 0.047 Vel = 0.62 T.25 -0.25 0.671 Utb 17.0 8.000 22.322 to 150.0 Utr 2.0 19.000 0.0 H.12 0.43 0.0006 0.0 27.000 0.017 Vel = 0.39 H.12 0.0 0.671 Utr 2.0 7.000 22.339 to 150.0 0.0 2.000 0.0 T.28 0.43 0.0006 0.0 9.000 0.005 Vel = 0.39 0.0 0.43 22.344 K Factor= 0.09 T.25 0.25 0.862 Utb 17.0 1.000 22.322 to 150.0 0.0 14.000 0.0 T.24 0.25 0.0001 0.0 15.000 0.001 Vel = 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 WEST RIVER TERRACE -Two Head Calculation (H.10 & H.8) 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 0.25 22.323 K Factor= 0.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087