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Report (52) /tom S7-AC(L -000(0 13 -/G(-i S(,i I/mac4 L%, Yry RECERECEIVED AUG 0 9 2016 CITY Of TIGARD BUILDING DIVISION at' r I I I 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.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 Uponor Page 1 RIVER TERRACE-One Head Calculation (H.13) Date 5/20/2016 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 004 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 - 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 13 Psi Required 38.25 At Ref Pt UG1 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-One Head Calculation (H.13) Paget2 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 70C? R 60 E 50 C2 40 Q D2 =— 30 20 . 10 o 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 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 Node Tag Elevation Node Type at Node at Node Discharge 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 KFactor=4.90 to 150.0 0.0 2.000 0.0 Vel = 7.86 T.31 8.66 0.1613 0.0 6.000 0.968 T.31 -5.86 0.671 Utb 17.0 9.000 8.008 to 150.0 0.0 17.000 4.331 Vel = 2.54 T.26 2.8 0.0200 0.0 26.000 0.519 T.26 0.0 0.671 Utr 2.0 5.000 12.858 to 150.0 0.0 2.000 0.0 Vel = 2.54 H.6 2.8 0.0200 0.0 7.000 0.140 H.6 0.0 0.671 Utr 2.0 4.000 12.998 to 150.0 0.0 2.000 0.0 Vel = 2.54 T.18 2.8 0.0200 0.0 6.000 0.120 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 Vel = 1.43 T.16 2.61 0.0052 0.0 16.000 0.083 T.16 1.55 0.862 Utb 17.0 26.000 13.600 to 150.0 0.0 14.000 4.331 Vel = 2.29 T.22 4.16 0.0122 0.0 40.000 0.490 T.22 3.62 0.862 Utr 2.0 5.640 18.421 to 150.0 0.0 2.000 0.0 Vel = 4.28 T.19 7.78 0.0390 0.0 7.640 0.298 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 Loss= 7 Fixed to 150.0 0.0 2.323 8.732 Vel** Fid. MTR 13.0 0.1011 0.0 6.323 0.639 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 Vel** Fi4.78 STR 13.0 0.0379 0.0 52.440 1.989 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 Vel = 3.94 H.9 4.34 0.0449 0.0 8.000 0.359 H.9 0.0 0.671 Utr 2.0 9.000 12.134 to 150.0 0.0 2.000 0.0 Vel = 3.94 H.5 4.34 0.0449 0.0 11.000 0.494 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 RIVER TERRACE -One Head Calculation (H.13) Dat 6 te 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 Page 7 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 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 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 RECE1yFj) 41,IG 09 '1i1F MY OF TIGARD laIG I' SION I OFFICE COPY AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER 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 Uponor Page 1 RIVER TERRACE -Two Head Calculation (H.2 & H.1) Date 5/20/2016 • 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 004 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 26.0715 Psi Required 61.42 At Ref Pt UG1 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.2& H.1) Paget2 Date 5/20/2016 ' City Water Supply: Cl -Static Pressure 67 Demand: C2- Residual Pressure: 51 D1 - Elevation 7.796 C2 - Residual Flow : 3650 D2- System Flow : 26.072 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 E S 80 U 70 c� — : - R 60 ° E 50 C2 40 30 20 10 a D1 400 800 1200 1600 2000 2400 2800 FLOW( N ^ 1.85 ) 3200 3600 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Upon-or • RIVER TERRACE -Two Head Calculation (H.2& H.1) Paget4 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 Node Tag Elevation Node Type at Node at Node Discharge 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 Page 5 Uponor Date 5/20/2016 " RIVER TERRACE-Two Head Calculation (H.2 & H.1) HyPt Pt Pipe Ref. ..0 ..d. Qa Dia. Fitting Pi P Pv ******* Notes ****** or Ftng's Pe Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.2 11.62 0.671 Utb 17.0 12.000 7.040 KFactor=4.90 to 150.0 0.0 17.000 0.0 Vel = 10.54 T.15 11.62 0.2781 0.0 29.000 8.066 T.15 -2.03 0.862 Utr 2.0 14.000 15.106 to 150.0 0.0 2.000 0.0 Vel = 5.27 T.16 9.59 0.0575 0.0 16.000 0.920 T.16 -0.68 0.862 Utb 17.0 26.000 16.026 to 150.0 0.0 14.000 4.331 Vel = 4.90 T.22 8.91 0.0502 0.0 40.000 2.007 T.22 5.93 0.862 Utr 2.0 5.640 22.364 to 150.0 0.0 2.000 0.0 Vel = 8.16 T.19 14.84 0.1289 0.0 7.640 0.985 T.19 11.23 0.862 Utr 2.0 17.000 23.349 to 150.0 T 7.528 4.904 1.732 Vel - 14.33 S.1 26.07 0.3659 0.0 21.904 8.015 - S.1 0.0 0.862 2E 7.528 4.000 33.096 Loss = 7 Fixed to 150.0 0.0 2.323 8.732 Vel** Fi14 MTR 26.07 0.3660 0.0 6.323 2.314 .33 MTR 0.0 1.054 2E 2.44 50.000 44.142 **Veli Fixed9.59 Loss- 2 to 150.0 0.0 STR 26.07 0.1374 0.0 52.4402.440 7.2072.000 STR 0.0 0.995 E 2.336 35.000 53.349 to 150.0 T 5.841 9.345 0.0 Vel = 10.76 UG1 26.07 0.1819 G 1.168 44.345 8.067 0.0 26.07 61.416 KFactor= 3.33 H.2 1.38 0.671 Utr 2.0 12.000 7.040 to 150.0 0.0 2.000 0.0 Vel = 1.25 H.1 1.38 0.0054 0.0 14.000 0.075 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 Vel = 13.11 H.4 14.45 0.4157 0.0 14.000 5.820 H.4 0.0 0.671 Utr 2.0 3.000 12.935 to 150.0 0.0 2.000 0.0 Vel = 13.11 T.23 14.45 0.4156 0.0 5.000 2.078 T.23 -2.30 0.862 0.0 15.140 15.013 150.0 0.0 0.0 0.0 to 0.0 15.140 1.350 Vel = 6.68 T.20 12.15 0.0892 T.20 -0.92 0.862 Utr 2.0 18.485 16.363 to 150.0 Utb 17.0 16.000 4.331 Vel = 6.17 T.19 11.23 0.0770 0.0 34.485 2.655 0.0 11.23 23.349 KFactor= 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 Vel = 2.08 H.5 2.29 0.0138 0.0 20.000 0.276 H.5 0.0 0.671 Utr 2.0 9.000 15.289 to 150.0 0.0 2.000 0.0 Vel = 2.08 H.9 2.29 0.0138 0.0 11.000 0.152 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 Page 7 Uponor Date 5/20/2016 RIVER TERRACE-Two Head Calculation (H.2 &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.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 =Vel1.32 T.21 1.46 0.0060 0.0 30.000 0.179 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 Vel - 2.16 H.10 2.38 0.0148 0.0 11.000 0.163 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