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Smoo`cr 00.41-/ 1 3 ?i l s c.) SL%z-poY- *t. x _ , `.' AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE-One Head Calculation (H.1) Drawing : RESIDENTIAL Location : UNIT K-5(A) TIGARD OR 97223 Remote Area : 1 Contract : 19816F 001 Data File : 19816F 001 R1 Unit K-5 (A).wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , . Uponor Page 1 RIVER TERRACE-One Head Calculation (H.1) Date 8/17/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 5/19/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 001 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 - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 47.09 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 A Uponor Page 2 RIVER TERRACE-One Head Calculation (H.1) Date 8/17/2016 City Water Supply: Demand: Cl -Static Pressure : 67 D1 -Elevation : 12.127 C2-Residual Pressure: 51 D2-System Flow : 16.974 C2- Residual Flow : 3650 D2-System Pressure : 47.093 Hose( Demand) D3-System Demand : 16.974 Safety Margin : 19.906 150 140 130 P 120 R 110 E 100 S 90 • S 80 U 70 0— Ci R 60 C2 E 50 0D2 40 30 20 10 . Df - 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW(NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Fittings Used Summary Page 3 Uponor Date 8/17/2016 RIVER TERRACE-One Head Calculation (H.1) Fitting Legend Abbrev. Name 1/2 ' 1 11/4 1'/z 2 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 217 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 Uponor Summary - NFPA 2007 RIVER TERRACE-One Head Calculation (H.1) Page 4 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 47.093 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.18 128.0 14.69 T.16 118.0 19.37 T.20 108.0 25.2 S.1 104.0 28.41 PRV 100.0 38.19 MTR 100.0 43.45 STR 100.0 47.09 T.15 128.0 12.93 T.25 128.0 13.74 H.5 128.0 13.88 T.28 128.0 13.96 H.7 128.0 14.07 T.35 128.0 14.74 T.29 118.0 19.26 T.30 108.0 23.8 T.22 108.0 25.0 T.21 108.0 25.09 T.19 118.0 17.7 H.2 118.0 18.46 T.17 118.0 19.23 T.24 118.0 18.4 T.33 118.0 19.25 T.32 108.0 23.76 T.31 108.0 23.77 H.4 128.0 14.7 H.9 128.0 14.71 H.13 128.0 14.72 H.12 128.0 14.73 H.10 128.0 14.74 T.26 118.0 19.24 T.27 118.0 19.24 H.8 118.0 19.24 T.34 118.0 19.25 H.6 118.0 19.24 T.39 118.0 19.25 H.14 118.0 19.25 T.36 108.0 23.76 H.11 108.0 23.76 H.3 108.0 25.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5Date 8/17/2016 RIVER TERRACE-One Head Calculation(H.1) 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 6.42 0.671 Utb 17.0 12.000 12.000 K Factor=4.90 to 150.0 0.0 17.000 0.0 Vel= 5.82 T.18 6.42 0.0928 0.0 29.000 2.690 T.18 -0.51 0.862 Utr 2.0 13.000 14.690 to 150.0 0.0 2.000 4.331 Vel= 3.25 T.16 5.91 0.0235 0.0 15.000 0.352 T.16 3.32 0.862 Utb 17.0 14.000 19.373 to 150.0 0.0 14.000 4.331 Vel= 5.07 T.20 9.23 0.0536 0.0 28.000 1.501 T.20 7.74 0.862 T 7.528 6.000 25.205 to 150.0 0.0 2.904 1.732 Vel= 9.33 S.1 16.97 0.1655 0.0 8.904 1.474 S.1 0.0 0.862 2E 7.528 4.000 28.411 **Fixed Loss=7 to 150.0 0.0 2.323 8.732 PRV 16.97 0.1654 0.0 6.323 1.046 Vel= 9.33 PRV 0.0 1.054 2E 2.44 50.000 38.189 Fixed Loss=2 to 150.0 0.0 2.440 2.000 Vel**Fi6.24 MTR 16.97 0.0621 0.0 52.440 3.257 MTR 0.0 0.995 E 2.336 35.000 43.446 to 150.0 T 5.841 9.345 0.0 Vel = 7.00 STR 16.97 0.0822 G 1.168 44.345 3.647 0.0 16.97 47.093 K Factor= 2.47 H.1 10.55 0.671 Utr 2.0 2.000 12.000 to 150.0 0.0 2.000 0.0 Vel= 9.57 T.15 10.55 0.2325 0.0 4.000 0.930 T.15 -7.20 0.671 Utr 2.0 10.000 12.930 to 150.0 Utb 17.0 19.000 0.0 Vel= 3.04 T.25 3.35 0.0279 0.0 29.000 0.809 T.25 0.0 0.671 Utr 2.0 3.000 13.739 to 150.0 0.0 2.000 0.0 Vel= 3.04 H.5 3.35 0.0280 0.0 5.000 0.140 H.5 0.0 0.671 Utr 2.0 1.000 13.879 to 150.0 0.0 2.000 0.0 Vel= 3.04 T.28 3.35 0.0277 0.0 3.000 0.083 T.28 0.0 0.671 Utr 2.0 2.000 13.962 to 150.0 0.0 2.000 0.0 Vel= 3.04 H.7 3.35 0.0280 0.0 4.000 0.112 H.7 0.0 0.671 Utb 17.0 7.000 14.074 to 150.0 0.0 17.000 0.0 Vel= 3.04 T.35 3.35 0.0279 0.0 24.000 0.670 T.35 0.52 0.862 Utr 2.0 15.000 14.744 to 150.0 0.0 2.000 4.331 Vel= 2.13 T.29 3.87 0.0107 0.0 17.000 0.182 T.29 0.43 0.862 Utr 2.0 14.000 19.257 to 150.0 0.0 2.000 4.331 Vel= 2.36 T.30 4.3 0.0131 0.0 16.000 0.209 T.30 3.44 0.862 Utb 17.0 17.000 23.797 to 150.0 0.0 14.000 0.0 Vel= 4.26 T.22 7.74 0.0387 0.0 31.000 1.199 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.1) 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.22 -0.88 0.862 Utr 2.0 1.000 24.996 to 150.0 0.0 2.000 0.0 T.21 6.86 0.0310 0.0 3.000 0.093 Vel= 3.77 T.21 0.88 0.862 Utr 2.0 1.000 25.089 to 150.0 0.0 2.000 0.0 T.20 7.74 0.0387 0.0 3.000 0.116 Vel= 4.26 0.0 7.74 25.205 K Factor= 1.54 T.15 7.20 0.862 0.0 13.000 12.930 to 150.0 0.0 0.0 4.331 T.19 7.2 0.0338 0.0 13.000 0.440 Vel= 3.96 T.19 -3.52 0.671 Utb 17.0 6.000 17.701 to 150.0 0.0 17.000 0.0 H.2 3.68 0.0332 0.0 23.000 0.763 Vel= 3.34 H.2 0.0 0.671 Utb 17.0 4.000 18.464 to 150.0 Utr 2.0 19.000 0.0 T.17 3.68 0.0332 0.0 23.000 0.763 Vel= 3.34 T.17 -0.35 0.862 Utb 17.0 4.000 19.227 to 150.0 0.0 14.000 0.0 T.16 3.33 0.0081 0.0 18.000 0.146 Vel= 1.83 0.0 3.33 19.373 K Factor= 0.76 T.19 3.52 0.671 Utr 2.0 4.000 17.701 to 150.0 Utb 17.0 19.000 0.0 T.24 3.52 0.0304 0.0 23.000 0.700 Vel= 3.19 T.24 0.0 0.671 Utb 17.0 11.000 18.401 to 150.0 0.0 17.000 0.0 T.33 3.52 0.0304 0.0 28.000 0.851 Vel= 3.19 T.33 -0.08 0.862 Utr 2.0 18.000 19.252 to 150.0 0.0 2.000 4.331 T.32 3.44 0.0086 0.0 20.000 0.173 Vel= 1.89 T.32 -0.29 0.862 0.0 2.000 23.756 to 150.0 0.0 0.0 0.0 T.31 3.15 0.0075 0.0 2.000 0.015 Vel= 1.73 T.31 0.29 0.862 Utr 2.0 1.000 23.771 to 150.0 0.0 2.000 0.0 T.30 3.44 0.0087 0.0 3.000 0.026 Vel= 1.89 0.0 3.44 23.797 K Factor= 0.71 T.18 0.51 0.671 Utr 2.0 8.000 14.690 to 150.0 0.0 2.000 0.0 H.4 0.51 0.0008 0.0 10.000 0.008 Vel= 0.46 H.4 0.0 0.671 Utr 2.0 10.000 14.698 to 150.0 0.0 2.000 0.0 H.9 0.51 0.0009 0.0 12.000 0.011 Vel= 0.46 H.9 0.0 0.671 Utr 2.0 9.000 14.709 to 150.0 0.0 2.000 0.0 H.13 0.51 0.0008 0.0 11.000 0.009 Vel= 0.46 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.1) Date 8/17/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt * **„ Notes Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.13 0.0 0.671 0.0 12.000 14.718 to 150.0 0.0 0.0 0.0 H.12 0.51 0.0009 0.0 12.000 0.011 Vel= 0.46 H.12 0.0 0.671 Utr 2.0 11.000 14.729 to 150.0 0.0 2.000 0.0 H.10 0.51 0.0008 0.0 13.000 0.011 VeI= 0.46 H.10 0.0 0.671 Utr 2.0 2.000 14.740 to 150.0 0.0 2.000 0.0 T.35 0.51 0.0010 0.0 4.000 0.004 Vel= 0.46 0.0 0.51 14.744 K Factor= 0.13 T.17 0.36 0.671 Utr 2.0 9.000 19.227 to 150.0 Utb 17.0 19.000 0.0 T.26 0.36 0.0004 0.0 28.000 0.012 Vel= 0.33 T.26 -0.08 0.671 Utr 2.0 3.000 19.239 to 150.0 0.0 2.000 0.0 T.27 0.28 0.0004 0.0 5.000 0.002 Vel= 0.25 T.27 0.08 0.671 Utr 2.0 5.000 19.241 to 150.0 0.0 2.000 0.0 H.8 0.36 0.0004 0.0 7.000 0.003 Vel= 0.33 H.8 0.0 0.671 Utb 17.0 6.000 19.244 to 150.0 0.0 17.000 0.0 T.34 0.36 0.0004 0.0 23.000 0.010 Vel= 0.33 T.34 0.07 0.862 Utb 17.0 2.000 19.254 to 150.0 0.0 14.000 0.0 T.29 0.43 0.0002 0.0 16.000 0.003 Vel= 0.24 0.0 0.43 19.257 K Factor= 0.10 T.26 0.08 0.671 Utb 17.0 8.000 19.239 to 150.0 Utr 2.0 19.000 0.0 H.6 0.08 0.0 0.0 27.000 0.001 Vel= 0.07 H.6 0.0 0.671 Utb 17.0 8.000 19.240 to 150.0 0.0 17.000 0.0 T.27 0.08 0.0 0.0 25.000 0.001 Vel= 0.07 0.0 0.08 19.241 K Factor= 0.02 T.33 0.08 0.671 Utr 2.0 2.000 19.252 to 150.0 Utb 17.0 19.000 0.0 T.39 0.08 0.0 0.0 21.000 0.001 Vel= 0.07 T.39 0.0 0.671 0.0 9.000 19.253 to 150.0 0.0 0.0 0.0 H.14 0.08 0.0 0.0 9.000 0.0 Vel= 0.07 H.14 0.0 0.671 Utb 17.0 10.000 19.253 to 150.0 Utr 2.0 19.000 0.0 T.34 0.08 0.0 0.0 29.000 0.001 Vel= 0.07 0.0 0.08 19.254 K Factor= 0.02 T.32 0.29 0.671 Utr 2.0 2.000 23.756 to 150.0 Utb 17.0 19.000 0.0 T.36 0.29 0.0003 0.0 21.000 0.006 Vel= 0.26 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.1) 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.36 0.0 0.671 0.0 4.000 23.762 to 150.0 0.0 0.0 0.0 H.11 0.29 0.0005 0.0 4.000 0.002 Vel= 0.26 H.11 0.0 0.671 Utb 17.0 4.000 23.764 to 150.0 Utr 2.0 19.000 0.0 T.31 0.29 0.0003 0.0 23.000 0.007 Vel= 0.26 0.0 0.29 23.771 K Factor= 0.06 T.22 0.88 0.671 Utb 17.0 3.000 24.996 to 150.0 Utr 2.0 19.000 0.0 H.3 0.88 0.0023 0.0 22.000 0.051 Vel= 0.80 H.3 0.0 0.671 Utb 17.0 1.000 25.047 to 150.0 0.0 17.000 0.0 T.21 0.88 0.0023 0.0 18.000 0.042 Vel= 0.80 0.0 0.88 25.089 K Factor= 0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 111 I I AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE -Two Head Calculation (H.13& H.12) Drawing : RESIDENTIAL Location : UNIT K-5 (A) TIGARD OR 97223 Remote Area : 1 Contract : 19816F 001 Data File : 19816F 001 R1 Unit K-5 (A).wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE -Two Head Calculation (H.13 & H.12) Date 8/17/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 5/19/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 001 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 - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0893 Psi Required 61.96 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 RIVER TERRACE-Two Head Calculation (H.13 & H.12) Page 2 Date 8/17/2016 City Water Supply: Demand: Cl - Static Pressure : 67 D1 - Elevation : 12.127 C2 - Residual Pressure: 51 D2 - System Flow : 26.089 C2 - Residual Flow : 3650 D2 -System Pressure : 61.956 Hose ( Demand ) D3- System Demand : 26.089 Safety Margin : 5.042 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 U 70 R 60 E 50 _ C2 40 30 20 10 © D1 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 Page age 3 RIVER TERRACE-Two Head Calculation (H.13 & H.12) Date 8/17/2016 Fitting Legend Abbrev. Name '/2 'A 1 1% 1'/2 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 RIVER TERRACE -Two Head Calculation (H.13 & H.12) 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 26.09 61.956 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.13 128.0 4.9 7.04 13.0 H.9 128.0 9.95 H.4 128.0 13.12 T.18 128.0 15.76 T.16 118.0 21.06 T.20 108.0 28.62 S.1 104.0 33.62 PRV 100.0 44.66 MTR 100.0 53.88 STR 100.0 61.96 H.12 128.0 4.9 7.13 13.09 H.10 128.0 12.77 T.35 128.0 14.51 T.29 118.0 20.3 T.30 108.0 25.39 T.22 108.0 28.14 T.21 108.0 28.35 H.7 128.0 15.01 T.28 128.0 15.1 H.5 128.0 15.16 T.25 128.0 15.26 T.15 128.0 15.87 T.19 118.0 20.35 H.2 118.0 20.62 T.17 118.0 20.88 H.1 128.0 15.86 T.34 118.0 20.42 H.14 118.0 20.63 T.39 118.0 20.69 T.33 118.0 20.84 T.32 108.0 25.35 T.31 108.0 25.36 T.24 118.0 20.57 H.8 118.0 20.59 T.27 118.0 20.65 T.26 118.0 20.67 H.6 118.0 20.66 T.36 108.0 25.35 H.11 108.0 25.35 H.3 108.0 28.26 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.13 & H.12) Date 8/17/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt ******* Notes "***"' Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.13 11.31 0.671 Utr 2.0 9.000 7.040 K Factor=4.90' to 150.0 0.0 2.000 0.0 H.9 11.31 0.2643 0.0 11.000 2.907 Vel = 10.26 H.9 0.0 0.671 Utr 2.0 10.000 9.947 to 150.0 0.0 2.000 0.0 H.4 11.31 0.2642 0.0 12.000 3.171 Vel = 10.26 H.4 0.0 0.671 Utr 2.0 8.000 13.118 to 150.0 0.0 2.000 0.0 T.18 11.31 0.2642 0.0 10.000 2.642 Vel = 10.26 T.18 -1.09 0.862 Utr 2.0 13.000 15.760 to 150.0 0.0 2.000 4.331 T.16 10.22 0.0648 0.0 15.000 0.972 Vel = 5.62 T.16 3.74 0.862 Utb 17.0 14.000 21.063 to 150.0 0.0 14.000 4.331 T.20 13.96 0.1152 0.0 28.000 3.226 Vel = 7.67 T.20 12.13 0.862 T 7.528 6.000 28.620 to 150.0 0.0 2.904 1.732 S.1 26.09 0.3665 0.0 8.904 3.263 Vel = 14.34 S.1 0.0 0.862 2E 7.528 4.000 33.615 to 150.0 0.0 2.323 8.732 ** Fixed Loss = 7 PRV 26.09 0.3664 0.0 6.323 2.317 Vel = 14.34 PRV 0.0 1.054 2E 2.44 50.000 44.664 to 150.0 0.0 2.440 2.000 ** Fixed Loss= 2 MTR 26.09 0.1376 0.0 52.440 7.215 Vel = 9.59 MTR 0.0 0.995 E 2.336 35.000 53.879 to 150.0 T 5.841 9.345 0.0 STR 26.09 0.1821 G 1.168 44.345 8.077 Vel = 10.77 0.0 26.09 61.956 K Factor= 3.31 H.13 1.69 0.671 0.0 12.000 7.040 to 150.0 0.0 0.0 0.0 H.12 1.69 0.0078 0.0 12.000 0.094 Vel = 1.53 H.12 13.09 0.671 Utr 2.0 11.000 7.134 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.10 14.78 0.4337 0.0 13.000 5.638 Vel = 13.41 H.10 0.0 0.671 Utr 2.0 2.000 12.772 to 150.0 0.0 2.000 0.0 T.35 14.78 0.4338 0.0 4.000 1.735 Vel = 13.41 T.35 -2.88 0.862 Utr 2.0 15.000 14.507 to 150.0 0.0 2.000 4.331 T.29 11.9 0.0858 0.0 17.000 1.458 Vel = 6.54 T.29 -3.25 0.862 Utr 2.0 14.000 20.296 to 150.0 0.0 2.000 4.331 T.30 8.65 0.0475 0.0 16.000 0.760 Vel = 4.76 T.30 3.48 0.862 Utb 17.0 17.000 25.387 to 150.0 0.0 14.000 0.0 T.22 12.13 0.0888 0.0 31.000 2.753 Vel = 6.67 T.22 -1.37 0.862 Utr 2.0 1.000 28.140 to 150.0 0.0 2.000 0.0 T.21 10.76 0.0713 0.0 3.000 0.214 Vel = 5.92 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.13 & H.12) 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.21 1.37 0.862 Utr 2.0 1.000 28.354 to 150.0 0.0 2.000 0.0 T.20 12.13 0.0887 0.0 3.000 0.266 Vel = 6.67 0.0 12.13 28.620 K Factor= 2.27 T.35 2.88 0.671 Utb 17.0 7.000 14.507 to 150.0 0.0 17.000 0.0 H.7 2.88 0.0210 0.0 24.000 0.505 Vel = 2.61 H.7 0.0 0.671 Utr 2.0 2.000 15.012 to 150.0 0.0 2.000 0.0 T.28 2.88 0.0210 0.0 4.000 0.084 Vel = 2.61 T.28 0.0 0.671 Utr 2.0 1.000 15.096 to 150.0 0.0 2.000 0.0 H.5 2.88 0.0210 0.0 3.000 0.063 Vel = 2.61 H.5 0.0 0.671 Utr 2.0 3.000 15.159 to 150.0 0.0 2.000 0.0 T.25 2.88 0.0210 0.0 5.000 0.105 Vel = 2.61 T.25 0.0 0.671 Utr 2.0 10.000 15.264 to 150.0 Utb 17.0 19.000 0.0 T.15 2.88 0.0210 0.0 29.000 0.610 Vel = 2.61 T.15 1.08 0.862 0.0 13.000 15.874 to 150.0 0.0 0.0 4.331 T.19 3.96 0.0112 0.0 13.000 0.146 Vel = 2.18 T.19 -1.88 0.671 Utb 17.0 6.000 20.351 to 150.0 0.0 17.000 0.0 H.2 2.08 0.0115 0.0 23.000 0.265 Vel = 1.89 H.2 0.0 0.671 Utb 17.0 4.000 20.616 to 150.0 Utr 2.0 19.000 0.0 T.17 2.08 0.0116 0.0 23.000 0.266 Vel = 1.89 T.17 1.66 0.862 Utb 17.0 4.000 20.882 to 150.0 0.0 14.000 0.0 T.16 3.74 0.0101 0.0 18.000 0.181 Vel = 2.06 0.0 3.74 21.063 K Factor= 0.81 T.18 1.08 0.671 Utb 17.0 12.000 15.760 to 150.0 0.0 17.000 0.0 H.1 1.08 0.0034 0.0 29.000 0.100 Vel = 0.98 H.1 0.0 0.671 Utr 2.0 2.000 15.860 to 150.0 0.0 2.000 0.0 T.15 1.08 0.0035 0.0 4.000 0.014 Vel = 0.98 0.0 1.08 15.874 K Factor= 0.27 T.29 3.25 0.862 Utb 17.0 2.000 20.296 to 150.0 0.0 14.000 0.0 T.34 3.25 0.0078 0.0 16.000 0.125 Vel = 1.79 T.34 -1.65 0.671 Utb 17.0 10.000 20.421 to 150.0 Utr 2.0 19.000 0.0 H.14 1.6 0.0071 0.0 29.000 0.205 Vel = 1.45 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.13 & H.12) 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 0.0 0.671 0.0 9.000 20.626 to 150.0 0.0 0.0 0.0 T.39 1.6 0.0071 0.0 9.000 0.064 Vel = 1.45 T.39 0.0 0.671 Utr 2.0 2.000 20.690 to 150.0 Utb 17.0 19.000 0.0 T.33 1.6 0.0071 0.0 21.000 0.149 Vel = 1.45 T.33 1.88 0.862 Utr 2.0 18.000 20.839 to 150.0 0.0 2.000 4.331 T.32 3.48 0.0088 0.0 20.000 0.176 Vel = 1.91 T.32 -0.30 0.862 0.0 2.000 25.346 to 150.0 0.0 0.0 0.0 T.31 3.18 0.0075 0.0 2.000 0.015 Vel = 1.75 T.31 0.30 0.862 Utr 2.0 1.000 25.361 to 150.0 0.0 2.000 0.0 T.30 3.48 0.0087 0.0 3.000 0.026 Vel = 1.91 0.0 3.48 25.387 K Factor= 0.69 T.19 1.88 0.671 Utr 2.0 4.000 20.351 to 150.0 Utb 17.0 19.000 0.0 T.24 1.88 0.0096 0.0 23.000 0.220 Vel = 1.71 T.24 0.0 0.671 Utb 17.0 11.000 20.571 to 150.0 0.0 17.000 0.0 T.33 1.88 0.0096 0.0 28.000 0.268 Vel = 1.71 0.0 1.88 20.839 K Factor= 0.41 1 T.34 1.65 0.671 Utb 17.0 6.000 20.421 to 150.0 0.0 17.000 0.0 H.8 1.65 0.0075 0.0 23.000 0.173 Vel = 1.50 H.8 0.0 0.671 Utr 2.0 5.000 20.594 to 150.0 0.0 2.000 0.0 T.27 1.65 0.0076 0.0 7.000 0.053 Vel = 1.50 T.27 -0.36 0.671 Utr 2.0 3.000 20.647 to 150.0 0.0 2.000 0.0 T.26 1.29 0.0048 0.0 5.000 0.024 Vel = 1.17 T.26 0.36 0.671 Utr 2.0 9.000 20.671 to 150.0 Utb 17.0 19.000 0.0 T.17 1.65 0.0075 0.0 28.000 0.211 Vel = 1.50 0.0 1.65 20.882 K Factor= 0.36 T.27 0.36 0.671 Utb 17.0 8.000 20.647 to 150.0 0.0 17.000 0.0 H.6 0.36 0.0004 0.0 25.000 0.011 Vel = 0.33 H.6 0.0 0.671 Utb 17.0 8.000 20.658 to 150.0 Utr 2.0 19.000 0.0 T.26 0.36 0.0005 0.0 27.000 0.013 Vel = 0.33 0.0 0.36 20.671 K Factor= 0.08 T.32 0.30 0.671 Utr 2.0 2.000 25.346 to 150.0 Utb 17.0 19.000 0.0 T.36 0.3 0.0003 0.0 21.000 0.006 Vel = 0.27 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.13 & H.12) 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.36 0.0 0.671 0.0 4.000 25.352 to 150.0 0.0 0.0 0.0 H.11 0.3 0.0005 0.0 4.000 0.002 Vel = 0.27 H.11 0.0 0.671 Utb 17.0 4.000 25.354 to 150.0 Utr 2.0 19.000 0.0 T.31 0.3 0.0003 0.0 23.000 0.007 Vel = 0.27 0.0 0.30 25.361 K Factor= 0.06 T.22 1.37 0.671 Utb 17.0 3.000 28.140 to 150.0 Utr 2.0 19.000 0.0 H.3 1.37 0.0054 0.0 22.000 0.118 Vel = 1.24 H.3 0.0 0.671 Utb 17.0 1.000 28.258 to 150.0 0.0 17.000 0.0 T.21 1.37 0.0053 0.0 18.000 0.096 Vel = 1.24 0.0 1.37 28.354 K Factor= 0.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087