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,/k5 Tj,,v/ `/2 / 9Ci54/ 5i/rte%T i y 1 AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 OFFICE COPY 800-321-4739 Job Name : RIVER TERRACE -One Head Calculation (H.13) Drawing : RESIDENTIAL Location : UNIT E-6 (D) TIGARD OR 97223 Remote Area : 1 Contract : 19816F 004 Data File : 19816F 004 Unit E-6 (D).wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Date 5/20/2016 Uponor RIVER TERRACE -One Head Calculation (H.13) HYDRAULIC DESIGN INFORMATION SHEET Date - 5/20/16 Name - RIVER TERRACE Location - TIGARD OR 97223 m SysteNo. 1 Contractor - ALLIANCE PLUMBING Contract ac N . - F190 19816F 004 Building - RESIDENTIAL rct No. Drawi Calculated By - EVAN BENEDICT niling Height 9 Construction: (X) Combustible ( ) Non-Combustible 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 Made by Date T ( ) Specific Ruling E 13 Gpm System Type M Listed Flow at Start Point - (X) Wet ( ) Dry PreAction Listed Pres. at Start Point - 7 .04 Psi ( ) Deluge ( ) D MAXIMUM LISTED SPACING 16 - x 16 Gpm Sprinkler or Nozzle E Additional FlowFAdded - Gpm Make LF SENJU SPRINKLER Model RC-RES S Additional Flow Added K-Factor 4.9 I Elevation at Highest Outlet - 128 Feet Size 7/16 Temperature Rating 162 G Note: N Psiquired 38.25 At Ref Pt UG1 Gpm Required 13Underground 150 Calculation p Re SummmarryyC-Factor Used: Overhead 150 Pump Data: A Water Tw est_ 1/14/16 Rated Cap. A Date off Testt@ Psi - 67 T Time of Test - 11 AM 8 E Static (Psi) ls Elev. R Residual (Psi) - 51 her Flow (Gpm) - 5100 S Elevation 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 -One Head Calculation (H.13) Page 2 Date 5/20/2016 City Water Supply: Cl -Static Pressure : 67 Demand: C2 - Residual Pressure: 51 D1 - Elevation : 12.127 C2 - Residual Flow : 3650 D2 System Flow : 13.001 D2-System Pressure : 38.251 Hose ( Demand ) D3 -System Demand : 13.001 Safety Margin : 28.749 150 140 130 P 120 R 110 E 100 S 90 S 80 ; U 70 C1 R 60 E 50 _ C2 40 Q D2 30 20 10 D1 400 800 1200 1600 2000 2400 2800 FLOW( N A 1.85) 3200 3600 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 3 Uponor Page 3/20/2016 RIVER TERRACE-One Head Calculation (H.13) Fitting Legend Abbrev. Name Y2 % 1 11/4 1'/z 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 217 142 9 221 12 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr* Aquapex Tee-Run 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 ' RIVER TERRACE-One Head Calculation (H.13) Page 4 Date 5/20/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure UG1 67.0 51 3650.0 67.0 13.0 38.251 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.13 128.0 4.9 7.04 13.0 T.31 128.0 8.01 T.26 118.0 12.86 H.6 118.0 13.0 T.18 118.0 13.12 T.15 118.0 13.52 T.16 118.0 13.6 T.22 108.0 18.42 T.19 108.0 18.72 S.1 104.0 22.66 MTR 100.0 32.03 STR 100.0 36.02 UG1 100.0 38.25 H.12 118.0 11.78 H.9 118.0 12.13 H.5 118.0 12.63 T.23 118.0 13.53 T.20 118.0 13.74 T.30 118.0 12.64 H.8 118.0 13.08 T.25 118.0 13.16 T.17 118.0 13.57 H.3 118.0 13.65 T.21 118.0 13.74 H.7 118.0 13.75 T.27 118.0 13.75 H.10 118.0 13.75 T.33 118.0 13.76 T.32 108.0 18.21 H.11 108.0 18.24 T.29 108.0 18.3 H.14 118.0 12.97 H.2 118.0 13.52 H.1 118.0 13.52 H.4 118.0 13.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams , Page 5 Uponor Date 5/20/2016 RIVER TERRACE -One Head Calculation (H.13) 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 8.66 0.671 Utr 2.0 4.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.31 8.66 0.1613 0.0 6.000 0.968 Vel = 7.86 T.31 -5.86 0.671 Utb 17.0 9.000 8.008 to 150.0 0.0 17.000 4.331 T.26 2.8 0.0200 0.0 26.000 0.519 Vel = 2.54 T.26 0.0 0.671 Utr 2.0 5.000 12.858 to 150.0 0.0 2.000 0.0 H.6 2.8 0.0200 0.0 7.000 0.140 Vel = 2.54 H.6 0.0 0.671 Utr 2.0 4.000 12.998 to 150.0 0.0 2.000 0.0 T.18 2.8 0.0200 0.0 6.000 0.120 Vel = 2.54 T.18 0.0 0.671 Utr 2.0 1.000 13.118 to 150.0 Utb 17.0 19.000 0.0 Vel - 2.54 T.15 2.8 0.0200 0.0 20.000 0.399 - T.15 -0.19 0.862 Utr 2.0 14.000 13.517 to 150.0 0.0 2.000 0.0 T.16 2.61 0.0052 0.0 16.000 0.083 Vel = 1.43 T.16 1.55 0.862 Utb 17.0 26.000 13.600 to 150.0 0.0 14.000 4.331 T.22 4.16 0.0122 0.0 40.000 0.490 Vel = 2.29 T.22 3.62 0.862 Utr 2.0 5.640 18.421 to 150.0 0.0 2.000 0.0 T.19 7.78 0.0390 0.0 7.640 0.298 Vel = 4.28 T.19 5.22 0.862 Utr 2.0 17.000 18.719 to 150.0 T 7.528 4.904 1.732 Vel = 7.15 S.1 13.0 0.1010 0.0 21.904 2.213 S.1 0.0 0.862 2E 7.528 4.000 22.664 ** Fixed Loss= 7 to 150.0 0.0 2.323 8.732 MTR 13.0 0.1011 0.0 6.323 0.639 Vel = 7.15 MTR 0.0 1.054 2E 2.44 50.000 32.035 ** Fixed Loss= 2 to 150.0 0.0 2.440 2.000 STR 13.0 0.0379 0.0 52.440 1.989 Vel = 4.78 STR 0.0 0.995 E 2.336 35.000 36.024 to 150.0 T 5.841 9.345 0.0 Vel = 5.36 UG1 13.0 0.0502 G 1.168 44.345 2.227 0.0 13.00 38.251 K Factor= 2.10 H.13 4.34 0.671 0.0 9.000 7.040 to 150.0 0.0 0.0 4.331 H.12 4.34 0.0449 0.0 9.000 0.404 Vel = 3.94 H.12 0.0 0.671 Utr 2.0 6.000 11.775 to 150.0 0.0 2.000 0.0 H.9 4.34 0.0449 0.0 8.000 0.359 Vel = 3.94 H.9 0.0 0.671 Utr 2.0 9.000 12.134 to 150.0 0.0 2.000 0.0 H.5 4.34 0.0449 0.0 11.000 0.494 Vel = 3.94 H.5 0.0 0.671 Utb 17.0 1.000 12.628 to 150.0 Utr 2.0 19.000 0.0 Vel = 3.94 T.23 4.34 0.0449 0.0 20.000 0.898 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.13) Date 5/20/2016 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.23 0.19 0.862 0.0 15.140 13.526 to 150.0 0.0 0.0 0.0 T.20 4.53 0.0144 0.0 15.140 0.218 Vel = 2.49 T.20 0.69 0.862 Utr 2.0 18.485 13.744 to 150.0 Utb 17.0 16.000 4.331 T.19 5.22 0.0187 0.0 34.485 0.644 Vel = 2.87 0.0 5.22 18.719 K Factor= 1.21 T.31 5.86 0.862 0.0 13.000 8.008 to 150.0 0.0 0.0 4.331 T.30 5.86 0.0232 0.0 13.000 0.301 Vel = 3.22 T.30 -3.31 0.671 Utb 17.0 9.000 12.640 to 150.0 0.0 17.000 0.0 H.8 2.55 0.0168 0.0 26.000 0.438 Vel = 2.31 H.8 0.0 0.671 Utr 2.0 3.000 13.078 to 150.0 0.0 2.000 0.0 T.25 2.55 0.0168 0.0 5.000 0.084 Vel = 2.31 T.25 0.0 0.671 Utr 2.0 5.000 13.162 to 150.0 Utb 17.0 19.000 0.0 T.17 2.55 0.0168 0.0 24.000 0.404 Vel = 2.31 T.17 -1.55 0.671 Utb 17.0 8.000 13.566 to 150.0 Utr 2.0 19.000 0.0 H.3 1.0 0.0030 0.0 27.000 0.081 Vel = 0.91 H.3 0.0 0.671 Utb 17.0 13.000 13.647 to 150.0 0.0 17.000 0.0 T.21 1.0 0.0030 0.0 30.000 0.090 Vel = 0.91 T.21 -0.69 0.671 Utb 17.0 8.000 13.737 to 150.0 Utr 2.0 19.000 0.0 H.7 0.31 0.0004 0.0 27.000 0.010 Vel = 0.28 H.7 0.0 0.671 Utr 2.0 8.000 13.747 to 150.0 0.0 2.000 0.0 T.27 0.31 0.0003 0.0 10.000 0.003 Vel = 0.28 T.27 0.0 0.671 Utr 2.0 9.000 13.750 to 150.0 0.0 2.000 0.0 H.10 0.31 0.0004 0.0 11.000 0.004 Vel = 0.28 H.10 0.0 0.671 Utr 2.0 6.000 13.754 to 150.0 0.0 2.000 0.0 T.33 0.31 0.0004 0.0 8.000 0.003 Vel = 0.28 T.33 3.31 0.862 0.0 13.000 13.757 to 150.0 0.0 0.0 4.331 T.32 3.62 0.0095 0.0 13.000 0.123 Vel = 1.99 T.32 0.0 0.862 Utr 2.0 1.000 18.211 to 150.0 0.0 2.000 0.0 H.11 3.62 0.0097 0.0 3.000 0.029 Vel = 1.99 H.11 0.0 0.862 Utr 2.0 4.000 18.240 to 150.0 0.0 2.000 0.0 T.29 3.62 0.0095 0.0 6.000 0.057 Vel = 1.99 T.29 0.0 0.862 Utr 2.0 11.000 18.297 to 150.0 0.0 2.000 0.0 T.22 3.62 0.0095 0.0 13.000 0.124 Vel = 1.99 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.13) Date 5/20/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 3.62 18.421 K Factor= 0.84 T.30 3.31 0.671 Utr 2.0 10.000 12.640 to 150.0 0.0 2.000 0.0 H.14 3.31 0.0272 0.0 12.000 0.327 Vel = 3.00 H.14 0.0 0.671 Utb 17.0 12.000 12.967 to 150.0 0.0 17.000 0.0 T.33 3.31 0.0272 0.0 29.000 0.790 Vel = 3.00 0.0 3.31 13.757 K Factor= 0.89 T.15 0.19 0.671 Utb 17.0 12.000 13.517 to 150.0 0.0 17.000 0.0 H.2 0.19 0.0002 0.0 29.000 0.005 Vel = 0.17 H.2 0.0 0.671 Utr 2.0 12.000 13.522 to 150.0 0.0 2.000 0.0 H.1 0.19 0.0001 0.0 14.000 0.002 Vel = 0.17 H.1 0.0 0.671 Utr 2.0 12.000 13.524 to 150.0 0.0 2.000 0.0 H.4 0.19 0.0001 0.0 14.000 0.002 Vel = 0.17 H.4 0.0 0.671 Utr 2.0 3.000 13.526 to 150.0 0.0 2.000 0.0 T.23 0.19 0.0 0.0 5.000 0.0 Vel = 0.17 0.0 0.19 13.526 K Factor= 0.05 T.17 1.55 0.862 Utb 17.0 3.000 13.566 to 150.0 0.0 14.000 0.0 T.16 1.55 0.0020 0.0 17.000 0.034 Vel = 0.85 0.0 1.55 13.600 K Factor= 0.42 1 T.21 0.69 0.862 Utb 17.0 1.000 13.737 to 150.0 0.0 14.000 0.0 T.20 0.69 0.0005 0.0 15.000 0.007 Vel = 0.38 0.0 0.69 13.744 K Factor= 0.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I 0. i? . i A 11 b„ tai° 4411 4 Ski, J ;nth _ _ k 3 9, L^ 5.. pyyt�� RF F{` III I AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 OFFICE COPY 800-321-4739 Job NameRIVER TERRACE-Two Head Calculation (H.2 & H.1) Drawing : RESIDENTIAL Location : UNIT E-6 (D) TIGARD OR 97223 Remote Area : 1 Contract : 19816F 004 Data File : 19816F 004 Unit E-6 (D).wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Page 1 Uponor Date 5/20/2016 RIVER TERRACE -Two Head Calculation (H.2 & H.1) HYDRAULIC DESIGN INFORMATION SHEET Date - 5/20/16 Name - RIVER TERRACE Location - TIGARD OR 97223 - 1 Building - RESIDENTIAL SystemytNo. - 19816F 004 Contractor - ALLIANCE PLUMBING Cnrac NN. - F100 Calculated By - EVAN BENEDICT HeightDr9 Construction: (X) Combustible ( ) Non-Combustible Ceiling 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 Made by Date T ( ) Specific Ruling E System Type M Listed Flow at Start Point - 13 Gpm Dry em Listed Pres. at Start Point - 7 .04 Psi (X) Wet( Deluge( ) ( ) PreAction D MAXIMUM LISTED SPACING 16 - x 16 Gpm Sprinkler or Nozzle E Additionalon Flow Addedd - Gpm Make LF SENJU SPRINKLER Model RC-RES S Flow Added K-Factor 4.9 I Elevation at Highest Outlet - 118 Feet Size Simeerat6ree Rating 162 G Note: N Calculation Gpm Required 26.0715 Psi Required 61.42 AtnRefgPtu G1150 Summary C-Factor Used: Overhead 150 Pump Data: W Water Flow Test: Rated Cap. A Date of Test - 1/14/16 T Time of Test 11 AM @ PsiElev. E Static (Psi) - 67 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.2 & H.1) Date 5/20/2016 City Water Supply: Demand: Cl - Static Pressure : 67 D1 Elevation 7.796 C2 - Residual Pressure: 51 D2 System Flow : 26.072 C2 - Residual Flow : 3650 D2 -System Pressure : 61.416 Hose ( Demand ) D3 -System Demand : 26.072 Safety Margin : 5.582 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 ° — R60 E 50 C2 40 30 20 10 o 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 3 Uponor Date 5/20/2016 RIVER TERRACE -Two Head Calculation (H.2& H.1) Fitting Legend , , Abbrev. Name '% '/< 1 1' 1% 2 2/z 3 3/z 4 5 6 8 10 12 14 16 18 20 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.2 & H.1) Date 5/20/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure UG1 67.0 51 3650.0 66.998 26.07 61.416 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 118.0 4.9 7.04 13.0 T.15 118.0 15.11 T.16 118.0 16.03 T.22 108.0 22.36 T.19 108.0 23.35 S.1 104.0 33.1 MTR 100.0 44.14 STR 100.0 53.35 UG1 100.0 61.42 H.1 118.0 4.9 7.12 13.07 H.4 118.0 12.94 T.23 118.0 15.01 T.20 118.0 16.36 H.5 118.0 15.29 H.9 118.0 15.44 H.12 118.0 15.55 H.13 128.0 11.34 T.31 128.0 11.43 T.30 118.0 15.93 H.14 118.0 16.3 T.33 118.0 17.2 T.32 108.0 21.84 H.11 108.0 21.91 T.29 108.0 22.06 T.18 118.0 15.33 H.6 118.0 15.39 T.26 118.0 15.47 H.8 118.0 15.98 T.25 118.0 15.99 T.17 118.0 16.03 H.3 118.0 16.2 T.21 118.0 16.37 H.7 118.0 16.77 T.27 118.0 16.92 H.10 118.0 17.08 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.2 & H.1) Date 5/20/2016 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 11.62 0.671 Utb 17.0 12.000 7.040 K Factor=4.90 to 150.0 0.0 17.000 0.0 T.15 11.62 0.2781 0.0 29.000 8.066 Vel = 10.54 T.15 -2.03 0.862 Utr 2.0 14.000 15.106 to 150.0 0.0 2.000 0.0 T.16 9.59 0.0575 0.0 16.000 0.920 Vel = 5.27 T.16 -0.68 0.862 Utb 17.0 26.000 16.026 to 150.0 0.0 14.000 4.331 T.22 8.91 0.0502 0.0 40.000 2.007 Vel = 4.90 T.22 5.93 0.862 Utr 2.0 5.640 22.364 to 150.0 0.0 2.000 0.0 T.19 14.84 0.1289 0.0 7.640 0.985 Vel = 8.16 T.19 11.23 0.862 Utr 2.0 17.000 23.349 to 150.0 T 7.528 4.904 1.732 S.1 26.07 0.3659 0.0 21.904 8.015 Vel = 14.33 S.1 0.0 0.862 2E 7.528 4.000 33.096 to 150.0 0.0 2.323 8.732 * * Fixed Loss = 7 MTR 26.07 0.3660 0.0 6.323 2.314 Vel = 14.33 MTR 0.0 1.054 2E 2.44 50.000 44.142 to 150.0 0.0 2.440 2.000 ** Fixed Loss= 2 STR 26.07 0.1374 0.0 52.440 7.207 Vel = 9.59 STR 0.0 0.995 E 2.336 35.000 53.349 to 150.0 T 5.841 9.345 0.0 UG1 26.07 0.1819 G 1.168 44.345 8.067 Vel = 10.76 0.0 26.07 61.416 K Factor= 3.33 H.2 1.38 0.671 Utr 2.0 12.000 7.040 to 150.0 0.0 2.000 0.0 H.1 1.38 0.0054 0.0 14.000 0.075 Vel = 1.25 H.1 13.07 0.671 Utr 2.0 12.000 7.115 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.4 14.45 0.4157 0.0 14.000 5.820 Vel = 13.11 H.4 0.0 0.671 Utr 2.0 3.000 12.935 to 150.0 0.0 2.000 0.0 T.23 14.45 0.4156 0.0 5.000 2.078 Vel = 13.11 T.23 -2.30 0.862 0.0 15.140 15.013 to 150.0 0.0 0.0 0.0 T.20 12.15 0.0892 0.0 15.140 1.350 Vel = 6.68 T.20 -0.92 0.862 Utr 2.0 18.485 16.363 to 150.0 Utb 17.0 16.000 4.331 T.19 11.23 0.0770 0.0 34.485 2.655 Vel = 6.17 0.0 11.23 23.349 K Factor= 2.32 T.23 2.29 0.671 Utb 17.0 1.000 15.013 to 150.0 Utr 2.0 19.000 0.0 H.5 2.29 0.0138 0.0 20.000 0.276 Vel = 2.08 H.5 0.0 0.671 Utr 2.0 9.000 15.289 to 150.0 0.0 2.000 0.0 H.9 2.29 0.0138 0.0 11.000 0.152 Vel = 2.08 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.2 & H.1) Date 5/20/2016 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.9 0.0 0.671 Utr 2.0 6.000 15.441 to 150.0 0.0 2.000 0.0 H.12 2.29 0.0139 0.0 8.000 0.111 Vel = 2.08 H.12 0.0 0.671 0.0 9.000 15.552 to 150.0 0.0 0.0 -4.331 H.13 2.29 0.0138 0.0 9.000 0.124 Vel = 2.08 H.13 0.0 0.671 Utr 2.0 4.000 11.345 to 150.0 0.0 2.000 0.0 T.31 2.29 0.0138 0.0 6.000 0.083 Vel = 2.08 T.31 2.04 0.862 0.0 13.000 11.428 to 150.0 0.0 0.0 4.331 T.30 4.33 0.0132 0.0 13.000 0.172 Vel = 2.38 T.30 -0.78 0.671 Utr 2.0 10.000 15.931 to 150.0 0.0 2.000 0.0 H.14 3.55 0.0310 0.0 12.000 0.372 Vel = 3.22 H.14 0.0 0.671 Utb 17.0 12.000 16.303 to 150.0 0.0 17.000 0.0 T.33 3.55 0.0311 0.0 29.000 0.901 Vel = 3.22 T.33 2.39 0.862 0.0 13.000 17.204 to 150.0 0.0 0.0 4.331 T.32 5.94 0.0236 0.0 13.000 0.307 Vel = 3.27 T.32 0.0 0.862 Utr 2.0 1.000 21.842 to 150.0 0.0 2.000 0.0 H.11 5.94 0.0240 0.0 3.000 0.072 Vel = 3.27 H.11 0.0 0.862 Utr 2.0 4.000 21.914 to 150.0 0.0 2.000 0.0 T.29 5.94 0.0237 0.0 6.000 0.142 Vel = 3.27 T.29 0.0 0.862 Utr 2.0 11.000 22.056 to 150.0 0.0 2.000 0.0 T.22 5.94 0.0237 0.0 13.000 0.308 Vel = 3.27 0.0 5.94 22.364 K Factor= 1.26 T.15 2.04 0.671 Utr 2.0 1.000 15.106 to 150.0 Utb 17.0 19.000 0.0 T.18 2.04 0.0111 0.0 20.000 0.221 Vel = 1.85 T.18 0.0 0.671 Utr 2.0 4.000 15.327 to 150.0 0.0 2.000 0.0 H.6 2.04 0.0112 0.0 6.000 0.067 Vel = 1.85 H.6 0.0 0.671 Utr 2.0 5.000 15.394 to 150.0 0.0 2.000 0.0 T.26 2.04 0.0110 0.0 7.000 0.077 Vel = 1.85 T.26 0.0 0.671 Utb 17.0 9.000 15.471 to 150.0 0.0 17.000 -4.331 T.31 2.04 0.0111 0.0 26.000 0.288 Vel = 1.85 0.0 2.04 11.428 K Factor= 0.60 T.30 0.78 0.671 Utb 17.0 9.000 15.931 to 150.0 0.0 17.000 0.0 H.8 0.78 0.0018 0.0 26.000 0.048 Vel = 0.71 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.2 & H.1) Date 5/20/2016 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.8 0.0 0.671 Utr 2.0 3.000 15.979 to 150.0 0.0 2.000 0.0 T.25 0.78 0.0018 0.0 5.000 0.009 Vel = 0.71 T.25 0.0 0.671 Utr 2.0 5.000 15.988 to 150.0 Utb 17.0 19.000 0.0 T.17 0.78 0.0019 0.0 24.000 0.045 Vel = 0.71 T.17 0.68 0.671 Utb 17.0 8.000 16.033 to 150.0 Utr 2.0 19.000 0.0 H.3 1.46 0.0060 0.0 27.000 0.162 Vel = 1.32 H.3 0.0 0.671 Utb 17.0 13.000 16.195 to 150.0 0.0 17.000 0.0 T.21 1.46 0.0060 0.0 30.000 0.179 Vel = 1.32 T.21 0.92 0.671 Utb 17.0 8.000 16.374 to 150.0 Utr 2.0 19.000 0.0 H.7 2.38 0.0148 0.0 27.000 0.400 Vel = 2.16 H.7 0.0 0.671 Utr 2.0 8.000 16.774 to 150.0 0.0 2.000 0.0 T.27 2.38 0.0148 0.0 10.000 0.148 Vel = 2.16 T.27 0.0 0.671 Utr 2.0 9.000 16.922 to 150.0 0.0 2.000 0.0 H.10 2.38 0.0148 0.0 11.000 0.163 Vel = 2.16 H.10 0.0 0.671 Utr 2.0 6.000 17.085 to 150.0 0.0 2.000 0.0 T.33 2.38 0.0149 0.0 8.000 0.119 Vel = 2.16 0.0 2.38 17.204 K Factor= 0.57 T.16 0.68 0.862 Utb 17.0 3.000 16.026 to 150.0 0.0 14.000 0.0 T.17 0.68 0.0004 0.0 17.000 0.007 Vel = 0.37 0.0 0.68 16.033 K Factor= 0.17 T.20 0.92 0.862 Utb 17.0 1.000 16.363 to 150.0 0.0 14.000 0.0 T.21 0.92 0.0007 0.0 15.000 0.011 Vel = 0.51 0.0 0.92 16.374 K Factor= 0.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087