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ALS 7-0LOI t 7 I SGv Sifi-4(7 r7c).4 (71", 1 ;n15 I AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West OFFICE COPY Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE -One Head Calculation (H.14) Drawing : RESIDENTIAL Location : UNIT E-5 (A) TIGARD OR 97223 Remote Area : 1 Contract : 19816F 003 Data File : 19816F 003 R1 Unit E-5 (A).wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE-One Head Calculation (H.14) Date 8/17/2016 t HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 5/20/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 003 Calculated By - EVAN BENEDICT 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 LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 108 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 39.05 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 1/14/16 Rated Cap. T Time of Test - 11 AM @ Psi E Static (Psi) - 67 Elev. R Residual (Psi) - 51 Other Flow (Gpm) - 3650 S Elevation - 100 P Location: x P L Source of Information: WATER AUTHORITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor Page 2 RIVER TERRACE -One Head Calculation (H.14) Date 8/17/2016 City Water Supply: Demand: Cl - Static Pressure : 67 D1 - Elevation : 3.465 C2 - Residual Pressure: 51 D2 - System Flow : 16.974 C2- Residual Flow : 3650 D2 -System Pressure : 39.053 Hose ( Demand ) D3- System Demand : 16.974 Safety Margin : 27.947 150 140 130 P 120 R 110 E 100 S 90 s 80 U70 R60 — C2 E50 D2 40 0 30 20 10 0 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 RIVER TERRACE-One Head Calculation (H.14) Date 8/17/2016 Fitting Legend Abbrev. Name '/z % 1 11/4 1'/z 2 2'/z 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 Floyv.Summary - NFPA 2007 Uponor Page 4 ' RIVER TERRACE -One Head Calculation (H.14) Date 8/17/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 67.0 51 3650.0 66.999 16.97 39.053 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.14 108.0 4.9 12.0 16.97 T.31 108.0 13.0 T.32 108.0 16.3 T.24 108.0 17.35 T.21 108.0 17.66 S.1 104.0 23.02 PRV 100.0 30.15 MTR 100.0 35.41 STR 100.0 39.05 T.36 108.0 12.84 T.37 108.0 16.03 T.35 118.0 11.96 H.16 118.0 12.56 T.33 118.0 12.8 H.9 118.0 12.88 T.27 118.0 12.9 T.19 118.0 12.92 T.18 118.0 12.94 H.12 108.0 16.15 H.11 118.0 12.1 T.29 118.0 12.29 H.8 118.0 12.46 T.23 118.0 12.92 T.22 118.0 13.0 T.34 128.0 8.5 T.28 118.0 12.9 H.7 118.0 12.91 T.20 118.0 12.93 T.17 118.0 12.94 H.3 118.0 12.96 H.2 118.0 12.96 H.1 118.0 12.96 H.5 118.0 12.97 T.25 118.0 12.97 H.15 128.0 8.52 H.13 118.0 12.87 H.10 118.0 12.89 H.6 118.0 12.92 H.4 118.0 12.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5 RIVER TERRACE -One Head Calculation (H.14) Date 8/17/2016 ` 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.14 8.12 0.671 Utr 2.0 5.000 12.000 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.31 8.12 0.1431 0.0 7.000 1.002 Vel = 7.37 T.31 0.0 0.671 Utb 17.0 4.000 13.002 to 150.0 Utr 2.0 19.000 0.0 T.32 8.12 0.1432 0.0 23.000 3.294 Vel = 7.37 T.32 3.44 0.862 0.0 13.000 16.296 to 150.0 0.0 0.0 0.0 T.24 11.56 0.0812 0.0 13.000 1.056 Vel = 6.36 T.24 1.57 0.862 Utr 2.0 1.000 17.352 to 150.0 0.0 2.000 0.0 T.21 13.13 0.1027 0.0 3.000 0.308 Vel = 7.22 T.21 3.84 0.862 Utr 2.0 17.000 17.660 to 150.0 T 7.528 4.904 1.732 S.1 16.97 0.1654 0.0 21.904 3.624 Vel = 9.33 S.1 0.0 1.054 2E 2.44 4.000 23.016 to 150.0 0.0 2.440 6.732 ** Fixed Loss = 5 PRV 16.97 0.0621 0.0 6.440 0.400 Vel = 6.24 PRV 0.0 1.054 2E 2.44 50.000 30.148 to 150.0 0.0 2.440 2.000 * * Fixed Loss = 2 MTR 16.97 0.0621 0.0 52.440 3.258 Vel = 6.24 MTR 0.0 0.995 E 2.336 35.000 35.406 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 39.053 K Factor= 2.72 H.14 8.85 0.671 Utr 2.0 3.000 12.000 to 150.0 0.0 2.000 0.0 T.36 8.85 0.1680 0.0 5.000 0.840 Vel = 8.03 T.36 0.0 0.671 Utb 17.0 2.000 12.840 to 150.0 0.0 17.000 0.0 T.37 8.85 0.1681 0.0 19.000 3.193 Vel = 8.03 T.37 -3.43 0.862 0.0 13.000 16.033 to 150.0 0.0 0.0 -4.331 T.35 5.42 0.0200 0.0 13.000 0.260 Vel = 2.98 T.35 -2.58 0.671 Utb 17.0 12.000 11.962 to 150.0 0.0 17.000 0.0 H.16 2.84 0.0205 0.0 29.000 0.594 Vel = 2.58 H.16 0.0 0.671 Utr 2.0 10.000 12.556 to 150.0 0.0 2.000 0.0 T.33 2.84 0.0204 0.0 12.000 0.245 Vel = 2.58 T.33 -1.81 0.671 Utb 17.0 9.000 12.801 to 150.0 0.0 17.000 0.0 H.9 1.03 0.0032 0.0 26.000 0.082 Vel = 0.93 H.9 0.0 0.671 Utr 2.0 3.000 12.883 to 150.0 0.0 2.000 0.0 T.27 1.03 0.0032 0.0 5.000 0.016 Vel = 0.93 T.27 0.0 0.671 Utr 2.0 6.000 12.899 to 150.0 0.0 2.000 0.0 T.19 1.03 0.0031 0.0 8.000 0.025 Vel = 0.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 RIVER TERRACE -One Head Calculation (H.14) Date 8/17/2016 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.19 0.06 0.862 Utb 17.0 5.000 12.924 to 150.0 0.0 14.000 0.0 T.18 1.09 0.0011 0.0 19.000 0.020 Vel = 0.60 T.18 0.48 0.862 Utb 17.0 24.000 12.944 to 150.0 0.0 14.000 4.331 T.24 1.57 0.0020 0.0 38.000 0.077 Vel = 0.86 0.0 1.57 17.352 K Factor= 0.38 T.37 3.44 0.671 Utr 2.0 2.000 16.033 to 150.0 0.0 2.000 0.0 H.12 3.44 0.0292 0.0 4.000 0.117 Vel = 3.12 H.12 0.0 0.671 Utr 2.0 3.000 16.150 to 150.0 0.0 2.000 0.0 T.32 3.44 0.0292 0.0 5.000 0.146 Vel = 3.12 0.0 3.44 16.296 K Factor= 0.85 T.35 2.58 0.671 Utr 2.0 6.000 11.962 to 150.0 0.0 2.000 0.0 H.11 2.58 0.0171 0.0 8.000 0.137 Vel = 2.34 H.11 0.0 0.671 Utr 2.0 9.000 12.099 to 150.0 0.0 2.000 0.0 T.29 2.58 0.0172 0.0 11.000 0.189 Vel = 2.34 T.29 0.0 0.671 Utr 2.0 8.000 12.288 to 150.0 0.0 2.000 0.0 H.8 2.58 0.0172 0.0 10.000 0.172 Vel = 2.34 H.8 0.0 0.671 Utb 17.0 8.000 12.460 to 150.0 Utr 2.0 19.000 0.0 T.23 2.58 0.0172 0.0 27.000 0.464 Vel = 2.34 T.23 -0.06 0.862 Utb 17.0 1.000 12.924 to 150.0 0.0 14.000 0.0 T.22 2.52 0.0048 0.0 15.000 0.072 Vel = 1.39 T.22 1.33 0.862 Utr 2.0 15.344 12.996 to 150.0 Utb 17.0 16.000 4.331 T.21 3.85 0.0106 0.0 31.344 0.333 Vel = 2.12 0.0 3.85 17.660 K Factor= 0.92 T.33 1.80 0.862 0.0 13.000 12.801 to 150.0 0.0 0.0 -4.331 T.34 1.8 0.0026 0.0 13.000 0.034 Vel = 0.99 T.34 -0.92 0.671 Utb 17.0 9.000 8.504 to 150.0 0.0 17.000 4.331 T.28 0.88 0.0023 0.0 26.000 0.061 Vel = 0.80 T.28 0.0 0.671 Utr 2.0 5.000 12.896 to 150.0 0.0 2.000 0.0 H.7 0.88 0.0024 0.0 7.000 0.017 Vel = 0.80 H.7 0.0 0.671 Utr 2.0 4.000 12.913 to 150.0 0.0 2.000 0.0 T.20 0.88 0.0023 0.0 6.000 0.014 Vel = 0.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 RIVER TERRACE- One Head Calculation (H.14) Date 8/17/2016 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.20 0.0 0.671 Utr 2.0 4.000 12.927 to 150.0 0.0 2.000 0.0 T.17 0.88 0.0023 0.0 6.000 0.014 Vel = 0.80 T.17 -0.48 0.671 Utb 17.0 9.000 12.941 to 150.0 0.0 17.000 0.0 H.3 0.4 0.0005 0.0 26.000 0.014 Vel = 0.36 H.3 0.0 0.671 Utr 2.0 2.000 12.955 to 150.0 0.0 2.000 0.0 H.2 0.4 0.0005 0.0 4.000 0.002 Vel = 0.36 H.2 0.0 0.671 Utr 2.0 9.000 12.957 to 150.0 0.0 2.000 0.0 H.1 0.4 0.0006 0.0 11.000 0.007 Vel = 0.36 H.1 0.0 0.671 Utr 2.0 10.000 12.964 to 150.0 0.0 2.000 0.0 H.5 0.4 0.0005 0.0 12.000 0.006 Vel = 0.36 H.5 0.0 0.671 Utr 2.0 5.000 12.970 to 150.0 0.0 2.000 0.0 T.25 0.4 0.0006 0.0 7.000 0.004 Vel = 0.36 T.25 0.93 0.862 0.0 15.140 12.974 to 150.0 0.0 0.0 0.0 T.22 1.33 0.0015 0.0 15.140 0.022 Vel = 0.73 0.0 1.33 12.996 K Factor= 0.37 T.34 0.92 0.671 Utr 2.0 4.000 8.504 to 150.0 0.0 2.000 0.0 H.15 0.92 0.0027 0.0 6.000 0.016 Vel = 0.83 H.15 0.0 0.671 0.0 9.000 8.520 to 150.0 0.0 0.0 4.331 H.13 0.92 0.0026 0.0 9.000 0.023 Vel = 0.83 H.13 0.0 0.671 Utr 2.0 6.000 12.874 to 150.0 0.0 2.000 0.0 H.10 0.92 0.0025 0.0 8.000 0.020 Vel = 0.83 H.10 0.0 0.671 Utr 2.0 9.000 12.894 to 150.0 0.0 2.000 0.0 H.6 0.92 0.0026 0.0 11.000 0.029 Vel = 0.83 H.6 0.0 0.671 Utb 17.0 1.000 12.923 to 150.0 Utr 2.0 19.000 0.0 T.25 0.92 0.0025 0.0 20.000 0.051 Vel = 0.83 0.0 0.92 12.974 K Factor= 0.26 T.23 0.06 0.671 Utr 2.0 13.000 12.924 to 150.0 0.0 2.000 0.0 H.4 0.06 0.0 0.0 15.000 0.0 Vel = 0.05 H.4 0.0 0.671 Utb 17.0 9.000 12.924 to 150.0 Utr 2.0 19.000 0.0 T.19 0.06 0.0 0.0 28.000 0.0 Vel = 0.05 0.0 0.06 12.924 K Factor= 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 RIVER TERRACE- One Head Calculation (H.14) Date 8/17/2016 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.17 0.48 0.862 Utr 2.0 12.000 12.941 to 150.0 0.0 2.000 0.0 T.18 0.48 0.0002 0.0 14.000 0.003 Vel = 0.26 0.0 0.48 12.944 K Factor= 0.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 OFFICE COPY 800-321-4739 Job Name : RIVER TERRACE -Two Head Calculation (H.3& H.2) Drawing : RESIDENTIAL Location : UNIT E-5 (A) TIGARD OR 97223 Remote Area : 1 Contract : 19816F 003 Data File : 19816F 003 R1 Unit E-5 (A).wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE-Two Head Calculation (H.3 & H.2) Date 8/17/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 5/20/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 003 Calculated By - EVAN BENEDICT 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 LF SENJU SPRINKLER 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 26.0041 Psi Required 58.88 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 1/14/16 Rated Cap. T Time of Test - 11 AM @ Psi E Static (Psi) - 67 Elev. R Residual (Psi) - 51 Other Flow (Gpm) - 3650 S Elevation - 100 P Location: x P L Source of Information: WATER AUTHORITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor Page 2 RIVER TERRACE-Two Head Calculation (H.3 & H.2) Date 8/17/2016 City Water Supply: Demand: Cl - Static Pressure : 67 D1 - Elevation : 7.796 C2 - Residual Pressure: 51 D2 - System Flow : 26.004 C2- Residual Flow : 3650 D2 -System Pressure : 58.881 Hose ( Demand ) D3- System Demand : 26.004 Safety Margin : 8.117 150 140 130 p120 R 110 E 100 S 90 • S 80 U 70 o— Cl D2 R 60 0 — E 50 C2 40 30 20 10 a - D1 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 RIVER TERRACE-Two Head Calculation (H.3& H.2) Date 8/17/2016 Fitting Legend Abbrev. Name % 3/A 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 FioW Summary - NFPA 2007 Uponor Page 4 RIVER TERRACE-Two Head Calculation (H.3& H.2) Date 8/17/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 67.0 51 3650.0 66.998 26.0 58.881 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 118.0 4.9 7.04 13.0 H.1 118.0 10.6 H.5 118.0 14.49 T.25 118.0 16.76 T.22 118.0 17.87 T.21 108.0 24.36 S.1 104.0 34.07 PRV 100.0 41.68 MTR 100.0 50.85 STR 100.0 58.88 H.3 118.0 4.9 7.04 13.0 T.17 118.0 16.42 T.18 118.0 17.42 T.24 108.0 23.94 T.20 118.0 16.52 H.7 118.0 16.62 T.28 118.0 16.75 T.34 128.0 12.87 T.33 118.0 17.37 H.16 118.0 17.74 T.35 118.0 18.63 T.37 108.0 23.26 H.12 108.0 23.43 T.32 108.0 23.65 H.6 118.0 16.92 H.10 118.0 17.01 H.13 118.0 17.08 H.15 128.0 12.82 H.9 118.0 17.42 T.27 118.0 17.42 T.19 118.0 17.44 H.4 118.0 17.72 T.23 118.0 17.87 H.8 118.0 18.24 T.29 118.0 18.38 H.11 118.0 18.52 T.36 108.0 23.4 H.14 108.0 23.43 T.31 108.0 23.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5 RIVER TERRACE -Two Head Calculation (H.3& H.2) Date 8/17/2016 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.2 12.63 0.671 Utr 2.0 9.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.1 12.63 0.3241 0.0 11.000 3.565 Vel = 11.46 H.1 0.0 0.671 Utr 2.0 10.000 10.605 to 150.0 0.0 2.000 0.0 H.5 12.63 0.3241 0.0 12.000 3.889 Vel = 11.46 H.5 0.0 0.671 Utr 2.0 5.000 14.494 to 150.0 0.0 2.000 0.0 T.25 12.63 0.3241 0.0 7.000 2.269 Vel = 11.46 T.25 -1.72 0.862 0.0 15.140 16.763 to 150.0 0.0 0.0 0.0 T.22 10.91 0.0731 0.0 15.140 1.106 Vel = 6.00 T.22 -0.34 0.862 Utr 2.0 15.344 17.869 to 150.0 Utb 17.0 16.000 4.331 T.21 10.57 0.0689 0.0 31.344 2.159 Vel = 5.81 T.21 15.43 0.862 Utr 2.0 17.000 24.359 to 150.0 T 7.528 4.904 1.732 S.1 26.0 0.3641 0.0 21.904 7.976 Vel = 14.29 S.1 0.0 1.054 2E 2.44 4.000 34.067 to 150.0 0.0 2.440 6.732 ** Fixed Loss= 5 PRV 26.0 0.1370 0.0 6.440 0.882 Vel = 9.56 PRV 0.0 1.054 2E 2.44 50.000 41.681 to 150.0 0.0 2.440 2.000 ** Fixed Loss = 2 MTR 26.0 0.1367 0.0 52.440 7.171 Vel = 9.56 MTR 0.0 0.995 E 2.336 35.000 50.852 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 0.0 26.00 58.881 K Factor= 3.39 H.2 0.37 0.671 Utr 2.0 2.000 7.040 to 150.0 0.0 2.000 0.0 H.3 0.37 0.0005 0.0 4.000 0.002 Vel = 0.34 H.3 13.01 0.671 Utb 17.0 9.000 7.042 K Factor=4.90 to 150.0 0.0 17.000 0.0 T.17 13.38 0.3605 0.0 26.000 9.374 Vel = 12.14 T.17 -2.60 0.862 Utr 2.0 12.000 16.416 to 150.0 0.0 2.000 0.0 T.18 10.78 0.0714 0.0 14.000 1.000 Vel = 5.93 T.18 -1.17 0.862 Utb 17.0 24.000 17.416 to 150.0 0.0 14.000 4.331 T.24 9.61 0.0578 0.0 38.000 2.196 Vel = 5.28 T.24 5.82 0.862 Utr 2.0 1.000 23.943 to 150.0 0.0 2.000 0.0 T.21 15.43 0.1387 0.0 3.000 0.416 Vel = 8.48 0.0 15.43 24.359 K Factor= 3.13 T.17 2.60 0.671 Utr 2.0 4.000 16.416 to 150.0 0.0 2.000 0.0 T.20 2.6 0.0173 0.0 6.000 0.104 Vel = 2.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 " RIVER TERRACE -Two Head Calculation (H.3 & H.2) Date 8/17/2016 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.20 0.0 0.671 Utr 2.0 4.000 16.520 to 150.0 0.0 2.000 0.0 H.7 2.6 0.0173 0.0 6.000 0.104 Vel = 2.36 H.7 0.0 0.671 Utr 2.0 5.000 16.624 to 150.0 0.0 2.000 0.0 T.28 2.6 0.0174 0.0 7.000 0.122 Vel = 2.36 T.28 0.0 0.671 Utb 17.0 9.000 16.746 to 150.0 0.0 17.000 -4.331 T.34 2.6 0.0173 0.0 26.000 0.451 Vel = 2.36 T.34 1.71 0.862 0.0 13.000 12.866 to 150.0 0.0 0.0 4.331 T.33 4.31 0.0132 0.0 13.000 0.171 Vel = 2.37 T.33 -0.77 0.671 Utr 2.0 10.000 17.368 to 150.0 0.0 2.000 0.0 H.16 3.54 0.0308 0.0 12.000 0.370 Vel = 3.21 H.16 0.0 0.671 Utb 17.0 12.000 17.738 to 150.0 0.0 17.000 0.0 T.35 3.54 0.0309 0.0 29.000 0.896 Vel = 3.21 T.35 2.28 0.862 0.0 13.000 18.634 to 150.0 0.0 0.0 4.331 T.37 5.82 0.0228 0.0 13.000 0.297 Vel = 3.20 T.37 -1.60 0.671 Utr 2.0 2.000 23.262 to 150.0 0.0 2.000 0.0 H.12 4.22 0.0425 0.0 4.000 0.170 Vel = 3.83 H.12 0.0 0.671 Utr 2.0 3.000 23.432 to 150.0 0.0 2.000 0.0 T.32 4.22 0.0428 0.0 5.000 0.214 Vel = 3.83 T.32 1.60 0.862 0.0 13.000 23.646 to 150.0 0.0 0.0 0.0 T.24 5.82 0.0228 0.0 13.000 0.297 Vel = 3.20 0.0 5.82 23.943 K Factor= 1.19 T.25 1.71 0.671 Utb 17.0 1.000 16.763 to 150.0 Utr 2.0 19.000 0.0 H.6 1.71 0.0080 0.0 20.000 0.161 Vel = 1.55 H.6 0.0 0.671 Utr 2.0 9.000 16.924 to 150.0 0.0 2.000 0.0 H.10 1.71 0.0080 0.0 11.000 0.088 Vel = 1.55 H.10 0.0 0.671 Utr 2.0 6.000 17.012 to 150.0 0.0 2.000 0.0 H.13 1.71 0.0081 0.0 8.000 0.065 Vel = 1.55 H.13 0.0 0.671 0.0 9.000 17.077 to 150.0 0.0 0.0 -4.331 H.15 1.71 0.0080 0.0 9.000 0.072 Vel = 1.55 H.15 0.0 0.671 Utr 2.0 4.000 12.818 to 150.0 0.0 2.000 0.0 T.34 1.71 0.0080 0.0 6.000 0.048 Vel = 1.55 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams . Uponor Page 7 RIVER TERRACE -Two Head Calculation (H.3 & H.2) Date 8/17/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1.71 12.866 K Factor= 0.48 T.33 0.76 0.671 Utb 17.0 9.000 17.368 to 150.0 0.0 17.000 0.0 H.9 0.76 0.0018 0.0 26.000 0.047 Vel = 0.69 H.9 0.0 0.671 Utr 2.0 3.000 17.415 to 150.0 0.0 2.000 0.0 T.27 0.76 0.0018 0.0 5.000 0.009 Vel = 0.69 T.27 0.0 0.671 Utr 2.0 6.000 17.424 to 150.0 0.0 2.000 0.0 T.19 0.76 0.0018 0.0 8.000 0.014 Vel = 0.69 T.19 1.17 0.671 Utb 17.0 9.000 17.438 to 150.0 Utr 2.0 19.000 0.0 H.4 1.93 0.0101 0.0 28.000 0.282 Vel = 1.75 H.4 0.0 0.671 Utr 2.0 13.000 17.720 to 150.0 0.0 2.000 0.0 T.23 1.93 0.0101 0.0 15.000 0.151 Vel = 1.75 T.23 0.35 0.671 Utb 17.0 8.000 17.871 to 150.0 Utr 2.0 19.000 0.0 H.8 2.28 0.0136 0.0 27.000 0.368 Vel = 2.07 H.8 0.0 0.671 Utr 2.0 8.000 18.239 to 150.0 0.0 2.000 0.0 T.29 2.28 0.0136 0.0 10.000 0.136 Vel = 2.07 T.29 0.0 0.671 Utr 2.0 9.000 18.375 to 150.0 0.0 2.000 0.0 H.11 2.28 0.0136 0.0 11.000 0.150 Vel = 2.07 H.11 0.0 0.671 Utr 2.0 6.000 18.525 to 150.0 0.0 2.000 0.0 T.35 2.28 0.0136 0.0 8.000 0.109 Vel = 2.07 0.0 2.28 18.634 K Factor= 0.53 T.18 1.17 0.862 Utb 17.0 5.000 17.416 to 150.0 0.0 14.000 0.0 T.19 1.17 0.0012 0.0 19.000 0.022 Vel = 0.64 0.0 1.17 17.438 K Factor= 0.28 T.22 0.34 0.862 Utb 17.0 1.000 17.869 to 150.0 0.0 14.000 0.0 T.23 0.34 0.0001 0.0 15.000 0.002 Vel = 0.19 0.0 0.34 17.871 K Factor= 0.08 T.37 1.60 0.671 Utb 17.0 2.000 23.262 to 150.0 0.0 17.000 0.0 T.36 1.6 0.0071 0.0 19.000 0.135 Vel = 1.45 T.36 0.0 0.671 Utr 2.0 3.000 23.397 to 150.0 0.0 2.000 0.0 H.14 1.6 0.0070 0.0 5.000 0.035 Vel = 1.45 H.14 0.0 0.671 Utr 2.0 5.000 23.432 to 150.0 0.0 2.000 0.0 T.31 1.6 0.0071 0.0 7.000 0.050 Vel = 1.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 " RIVER TERRACE -Two Head Calculation (H.3 & H.2) Date 8/17/2016 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.31 0.0 0.671 Utb 17.0 4.000 23.482 to 150.0 Utr 2.0 19.000 0.0 T.32 1.6 0.0071 0.0 23.000 0.164 Vel = 1.45 0.0 1.60 23.646 K Factor= 0.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087