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si ? Gr6wsi/z0.t/ T-/ RECEIVED JAN 232017 CITY OF TIGARD BUILDING DIVISION I I ,y pv AquaSAFETM FIRE SAFETY SYSTEM REVISION Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 OFFICE COPY Job Name : RIVER TERRACE - One Head Calculation (H.9) Drawing : RESIDENTIAL Location : BUILDING 1, LOT 19 UNIT E-6 TIGARD OR 97223 Remote Area : 9 Contract : 19816F 009 Data File : 19816F 009 Bldg 1, Unit E-6.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE -One Head Calculation (H.9) Date 12/29/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 12/29/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 9 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 009 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 - 10 Gpm System Type Listed Pres. at Start Point - 7.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLF37 I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 162 N Calculation Gpm Required 10 Psi Required 36.89 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) - 62 Elev. R Residual (Psi) - 57 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 V V CI LGI V LI Jaly VLII VG V • Uponor Page 2 RIVER TERRACE- One Head Calculation (H.9) Date 12/29/2016 City Water Supply: Demand: Cl -Static Pressure : 62 D1 - Elevation : 12.127 C2 - Residual Pressure: 57 D2 - System Flow : 9.997 C2 - Residual Flow : 3650 D2 -System Pressure : 36.892 Hose ( Demand ) D3- System Demand : 9.997 Safety Margin : 25.108 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 L Cl R 60 o C2 - o E 50 40 n2 0 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 I Mill IyJ VJGu `Jul I II I IGly Uponor Page 3 RIVER TERRACE-One Head Calculation (H.9) Date 12/29/2016 Fitting Legend Abbrev. Name % 3/4 1 1% 1% 2 21/2 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-One Head Calculation (H.9) Date 12/29/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 62.0 57 3650.0 62.0 10.0 36.892 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 128.0 3.7 7.3 10.0 T.26 128.0 8.15 H.11 118.0 12.62 H.7 118.0 12.8 H.6 118.0 12.94 H.4 118.0 13.11 T.21 118.0 13.42 T.29 118.0 13.55 T.37 108.0 18.24 S.1 104.0 21.33 MTR 100.0 35.52 STR 100.0 36.89 T.25 128.0 7.99 H.8 118.0 12.49 T.23 118.0 12.73 T.22 118.0 12.78 H.5 118.0 12.9 T.20 118.0 13.0 T.19 118.0 13.34 T.27 118.0 13.38 T.38 108.0 18.05 T.34 118.0 12.48 H.15 118.0 12.92 T.32 118.0 12.98 T.28 118.0 13.35 H.12 118.0 13.43 H.13 118.0 13.46 T.30 118.0 13.54 H.10 128.0 8.26 T.24 128.0 8.36 T.35 118.0 12.7 H.17 118.0 13.1 T.36 118.0 13.54 T.41 108.0 17.95 H.18 108.0 17.95 T.40 108.0 17.99 H.2 118.0 13.38 H.1 118.0 13.4 H.3 118.0 13.42 H.14 118.0 13.54 T.33 118.0 13.54 H.16 118.0 13.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 RIVER TERRACE-One Head Calculation (H.9) Date 12/29/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 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.9) Date 12/29/2016 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 4.22 0.671 Utb 17.0 3.000 7.300 K Factor= 3.70 to 150.0 0.0 17.000 0.0 T.26 4.22 0.0427 0.0 20.000 0.854 Vel = 3.83 T.26 -1.77 0.671 0.0 9.000 8.154 to 150.0 0.0 0.0 4.331 H.11 2.45 0.0156 0.0 9.000 0.140 Vel= 2.22 H.11 0.0 0.671 Utr 2.0 9.000 12.625 to 150.0 0.0 2.000 0.0 H.7 2.45 0.0156 0.0 11.000 0.172 Vel = 2.22 H.7 0.0 0.671 Utr 2.0 7.000 12.797 to 150.0 0.0 2.000 0.0 H.6 2.45 0.0157 0.0 9.000 0.141 Vel = 2.22 H.6 0.0 0.671 Utr 2.0 9.000 12.938 to 150.0 0.0 2.000 0.0 H.4 2.45 0.0156 0.0 11.000 0.172 Vel = 2.22 H.4 0.0 0.671 Utb 17.0 1.000 13.110 to 150.0 Utr 2.0 19.000 0.0 T.21 2.45 0.0156 0.0 20.000 0.313 Vel = 2.22 T.21 0.67 0.862 Utr 2.0 15.140 13.423 to 150.0 0.0 2.000 0.0 T.29 3.12 0.0072 0.0 17.140 0.124 Vel = 1.72 T.29 0.83 0.862 Utb 17.0 18.485 13.547 to 150.0 0.0 14.000 4.331 T.37 3.95 0.0111 0.0 32.485 0.362 Vel = 2.17 T.37 6.05 0.862 Utr 2.0 17.000 18.240 to 150.0 T 7.528 4.904 1.732 S.1 10.0 0.0621 0.0 21.904 1.361 Vel = 5.50 S.1 0.0 1.054 2E 2.44 60.000 21.333 to 150.0 0.0 2.440 12.732 ** Fixed Loss = 11 MTR 10.0 0.0233 0.0 62.440 1.457 Vel = 3.68 MTR 0.0 0.995 E 2.336 35.000 35.522 to 150.0 T 5.841 9.345 0.0 STR 10.0 0.0309 G 1.168 44.345 1.370 Vel = 4.13 0.0 10.00 36.892 K Factor= 1.65 H.9 5.78 0.671 Utr 2.0 7.000 7.300 to 150.0 0.0 2.000 0.0 T.25 5.78 0.0762 0.0 9.000 0.686 Vel = 5.24 T.25 -3.96 0.671 Utb 17.0 2.000 7.986 to 150.0 0.0 17.000 4.331 H.8 1.82 0.0090 0.0 19.000 0.171 Vel = 1.65 H.8 0.0 0.671 Utb 17.0 8.000 12.488 to 150.0 Utr 2.0 19.000 0.0 T.23 1.82 0.0090 0.0 27.000 0.243 Vel = 1.65 T.23 0.73 0.671 Utr 2.0 1.000 12.731 to 150.0 0.0 2.000 0.0 T.22 2.55 0.0167 0.0 3.000 0.050 Vel = 2.31 T.22 0.0 0.671 Utr 2.0 5.000 12.781 to 150.0 0.0 2.000 0.0 H.5 2.55 0.0169 0.0 7.000 0.118 Vel = 2.31 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.9) Date 12/29/2016 N. Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.5 0.0 0.671 Utr 2.0 4.000 12.899 to 150.0 0.0 2.000 0.0 T.20 2.55 0.0168 0.0 6.000 0.101 Vel = 2.31 T.20 0.0 0.671 Utr 2.0 1.000 13.000 to 150.0 Utb 17.0 19.000 0.0 T.19 2.55 0.0168 0.0 20.000 0.335 Vel = 2.31 T.19 -0.67 0.862 Utr 2.0 14.000 13.335 to 150.0 0.0 2.000 0.0 T.27 1.88 0.0028 0.0 16.000 0.045 Vel = 1.03 T.27 1.54 0.862 Utb 17.0 26.000 13.380 to 150.0 0.0 14.000 4.331 T.38 3.42 0.0086 0.0 40.000 0.342 Vel = 1.88 T.38 2.62 0.862 Utr 2.0 5.640 18.053 to 150.0 0.0 2.000 0.0 T.37 6.04 0.0245 0.0 7.640 0.187 Vel = 3.32 0.0 6.04 18.240 K Factor= 1.41 T.25 3.96 0.862 0.0 15.000 7.986 to 150.0 0.0 0.0 4.331 T.34 3.96 0.0112 0.0 15.000 0.168 Vel = 2.18 T.34 -1.48 0.671 Utb 17.0 10.000 12.485 to 150.0 0.0 17.000 0.0 H.15 2.48 0.0160 0.0 27.000 0.431 Vel = 2.25 H.15 0.0 0.671 Utr 2.0 2.000 12.916 to 150.0 0.0 2.000 0.0 T.32 2.48 0.0160 0.0 4.000 0.064 Vel = 2.25 T.32 0.0 0.671 Utr 2.0 4.000 12.980 to 150.0 Utb 17.0 19.000 0.0 T.28 2.48 0.0160 0.0 23.000 0.367 Vel = 2.25 T.28 -1.54 0.671 Utb 17.0 14.000 13.347 to 150.0 0.0 17.000 0.0 H.12 0.94 0.0026 0.0 31.000 0.082 Vel = 0.85 H.12 0.0 0.671 Utr 2.0 9.000 13.429 to 150.0 0.0 2.000 0.0 H.13 0.94 0.0026 0.0 11.000 0.029 Vel = 0.85 H.13 0.0 0.671 Utb 17.0 13.000 13.458 to 150.0 0.0 17.000 0.0 T.30 0.94 0.0026 0.0 30.000 0.079 Vel = 0.85 T.30 -0.11 0.862 Utb 17.0 1.000 13.537 to 150.0 0.0 14.000 0.0 T.29 0.83 0.0007 0.0 15.000 0.010 Vel = 0.46 0.0 0.83 13.547 K Factor= 0.23 T.26 1.77 0.671 Utr 2.0 11.000 8.154 to 150.0 0.0 2.000 0.0 H.10 1.77 0.0085 0.0 13.000 0.110 Vel = 1.61 H.10 0.0 0.671 Utr 2.0 9.000 8.264 to 150.0 0.0 2.000 0.0 T.24 1.77 0.0085 0.0 11.000 0.094 Vel = 1.61 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.9) Date 12/29/2016 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.24 -1.04 0.671 Utb 17.0 8.000 8.358 to 150.0 0.0 17.000 4.331 T.23 0.73 0.0017 0.0 25.000 0.042 Vel = 0.66 0.0 0.73 12.731 K Factor= 0.20 T.34 1.48 0.671 2Utb 34.0 2.000 12.485 to 150.0 0.0 34.000 0.0 T.35 1.48 0.0061 0.0 36.000 0.220 Vel = 1.34 T.35 1.03 0.671 Utb 17.0 5.000 12.705 to 150.0 Utr 2.0 19.000 0.0 H.17 2.51 0.0164 0.0 24.000 0.393 Vel = 2.28 H.17 0.0 0.671 Utb 17.0 10.000 13.098 to 150.0 0.0 17.000 0.0 T.36 2.51 0.0164 0.0 27.000 0.442 Vel = 2.28 T.36 0.11 0.862 Utr 2.0 13.000 13.540 to 150.0 0.0 2.000 4.331 T.41 2.62 0.0052 0.0 15.000 0.078 Vel = 1.44 T.41 0.0 0.862 0.0 1.000 17.949 to 150.0 0.0 0.0 0.0 H.18 2.62 0.0050 0.0 1.000 0.005 Vel = 1.44 H.18 0.0 0.862 Utr 2.0 4.000 17.954 to 150.0 0.0 2.000 0.0 T.40 2.62 0.0053 0.0 6.000 0.032 Vel = 1.44 T.40 0.0 0.862 Utr 2.0 11.000 17.986 to 150.0 0.0 2.000 0.0 T.38 2.62 0.0052 0.0 13.000 0.067 Vel = 1.44 0.0 2.62 18.053 K Factor= 0.62 T.24 1.04 0.862 0.0 17.000 8.358 to 150.0 0.0 0.0 4.331 T.35 1.04 0.0009 0.0 17.000 0.016 Vel = 0.57 0.0 1.04 12.705 K Factor= 0.29 T.19 0.67 0.671 Utb 17.0 12.000 13.335 to 150.0 0.0 17.000 0.0 H.2 0.67 0.0014 0.0 29.000 0.041 Vel = 0.61 H.2 0.0 0.671 Utr 2.0 12.000 13.376 to 150.0 0.0 2.000 0.0 H.1 0.67 0.0014 0.0 14.000 0.020 Vel = 0.61 H.1 0.0 0.671 Utr 2.0 12.000 13.396 to 150.0 0.0 2.000 0.0 H.3 0.67 0.0014 0.0 14.000 0.020 Vel = 0.61 H.3 0.0 0.671 Utr 2.0 3.000 13.416 to 150.0 0.0 2.000 0.0 T.21 0.67 0.0014 0.0 5.000 0.007 Vel = 0.61 0.0 0.67 13.423 K Factor= 0.18 T.28 1.54 0.862 Utb 17.0 3.000 13.347 to 150.0 0.0 14.000 0.0 T.27 1.54 0.0019 0.0 17.000 0.033 Vel = 0.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 RIVER TERRACE -One Head Calculation (H.9) Date 12/29/2016 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 1.54 13.380 K Factor= 0.42 1 T.30 0.11 0.671 Utb 17.0 8.000 13.537 to 150.0 Utr 2.0 19.000 0.0 H.14 0.11 0.0001 0.0 27.000 0.002 Vel = 0.10 H.14 0.0 0.671 Utr 2.0 8.000 13.539 to 150.0 0.0 2.000 0.0 T.33 0.11 0.0 0.0 10.000 0.0 Vel = 0.10 T.33 0.0 0.671 Utr 2.0 2.000 13.539 to 150.0 0.0 2.000 0.0 H.16 0.11 0.0 0.0 4.000 0.0 Vel = 0.10 H.16 0.0 0.671 Utr 2.0 6.000 13.539 to 150.0 0.0 2.000 0.0 T.36 0.11 0.0001 0.0 8.000 0.001 Vel = 0.10 0.0 0.11 13.540 K Factor= 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVED JAN 232017 CITY OF TIGARD BUILDING DIVISION AquaSAFETM FIRE SAFETY SYSTEM REVISION Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 OFFICE COPY Job Name : RIVER TERRACE-Two Head Calculation (H.9& H.10) Drawing : RESIDENTIAL Location : BUILDING 1, LOT 19 UNIT E-6 TIGARD OR 97223 Remote Area : 9 Contract : 19816F 009 Data File : 19816F 009 Bldg 1, Unit E-6.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVERTERRACE-Two Head Calculation (H.9 & H.10) Date 12/29/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 12/29/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 9 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 009 Calculated By - EVAN BENEDICT Drawing No. - F100 Construction: (X) Combustible ( ) C 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 - 10 Gpm System Type Listed Pres. at Start Point - 7.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLF37 I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 162 N Calculation Gpm Required 20.0135 Psi Required 51.52 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) - 62 Elev. R Residual (Psi) - 57 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 V V G LG I V LA N Far VLA VG Uponor RIVER TERRACE-Two Head Calculation (H.9& H.10) Page 2 Date 12/29/2016 City Water Supply: Demand: Cl -Static Pressure : 62 D1 Elevation : 12.127 C2 - Residual Pressure: 57 D2 System Flow : 20.014 C2 - Residual Flow : 3650 D2 - System Pressure : 51.525 Hose ( Demand ) D3 -System Demand : 20.014 Safety Margin : 10.474 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 ` C1 R 60 o D2 a c 2 E 50 0 0 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 I Illll I voce .,ui I II I 1 11 y Uponor Page 3 RIVER TERRACE-Two Head Calculation (H.9& H.10) Date 12/29/2016 Fitting Legend Abbrev. Name % 3/ 1 1'/4 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 Flow Summary - NFPA 2007 Uponor Page 4 RIVER TERRACE-Two Head Calculation (H.9 & H.10) Date 12/29/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 62.0 57 3650.0 62.0 20.01 51.525 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 128.0 3.7 7.3 10.0 T.25 128.0 8.44 T.34 118.0 13.06 H.15 118.0 14.36 T.32 118.0 14.55 T.28 118.0 15.65 H.12 118.0 15.91 H.13 118.0 16.0 T.30 118.0 16.25 T.29 118.0 16.28 T.37 108.0 21.94 S.1 104.0 28.59 MTR 100.0 46.58 STR 100.0 51.52 T.26 128.0 7.6 H.11 118.0 12.52 H.7 118.0 13.23 H.6 118.0 13.81 H.4 118.0 14.52 T.21 118.0 15.81 H.10 128.0 3.7 7.33 10.02 T.24 128.0 8.57 T.23 118.0 13.4 T.22 118.0 13.58 H.5 118.0 14.0 T.20 118.0 14.37 T.19 118.0 15.57 T.27 118.0 15.75 T.38 108.0 21.27 H.8 118.0 13.03 T.35 118.0 13.13 H.17 118.0 14.6 T.36 118.0 16.26 T.41 108.0 20.88 H.18 108.0 20.9 T.40 108.0 21.02 H.2 118.0 15.68 H.1 118.0 15.74 H.3 118.0 15.79 H.14 118.0 16.26 T.33 118.0 16.26 H.16 118.0 16.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 RIVER TERRACE-Two Head Calculation (H.9& H.10) Date 12/29/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 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.9 & H.10) Date 12/29/2016 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 7.59 0.671 Utr 2.0 7.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 T.25 7.59 0.1264 0.0 9.000 1.138 Vel = 6.89 T.25 -2.29 0.862 0.0 15.000 8.438 to 150.0 0.0 0.0 4.331 T.34 5.3 0.0192 0.0 15.000 0.288 Vel = 2.91 T.34 -0.80 0.671 Utb 17.0 10.000 13.057 to 150.0 0.0 17.000 0.0 H.15 4.5 0.0481 0.0 27.000 1.299 Vel = 4.08 H.15 0.0 0.671 Utr 2.0 2.000 14.356 to 150.0 0.0 2.000 0.0 T.32 4.5 0.0480 0.0 4.000 0.192 Vel = 4.08 T.32 0.0 0.671 Utr 2.0 4.000 14.548 to 150.0 Utb 17.0 19.000 0.0 T.28 4.5 0.0481 0.0 23.000 1.106 Vel = 4.08 T.28 -2.76 0.671 Utb 17.0 14.000 15.654 to 150.0 0.0 17.000 0.0 H.12 1.74 0.0083 0.0 31.000 0.258 Vel = 1.58 H.12 0.0 0.671 Utr 2.0 9.000 15.912 to 150.0 0.0 2.000 0.0 H.13 1.74 0.0083 0.0 11.000 0.091 Vel = 1.58 H.13 0.0 0.671 Utb 17.0 13.000 16.003 to 150.0 0.0 17.000 0.0 T.30 1.74 0.0083 0.0 30.000 0.249 Vel = 1.58 T.30 -0.20 0.862 Utb 17.0 1.000 16.252 to 150.0 0.0 14.000 0.0 T.29 1.54 0.0019 0.0 15.000 0.029 Vel = 0.85 T.29 6.43 0.862 Utb 17.0 18.485 16.281 to 150.0 0.0 14.000 4.331 T.37 7.97 0.0409 0.0 32.485 1.328 Vel = 4.38 T.37 12.04 0.862 Utr 2.0 17.000 21.940 to 150.0 T 7.528 4.904 1.732 S.1 20.01 0.2243 0.0 21.904 4.914 Vel = 11.00 S.1 0.0 1.054 2E 2.44 60.000 28.586 to 150.0 0.0 2.440 12.732 ** Fixed Loss = 11 MTR 20.01 0.0843 0.0 62.440 5.261 Vel = 7.36 MTR 0.0 0.995 E 2.336 35.000 46.579 to 150.0 T 5.841 9.345 0.0 STR 20.01 0.1115 G 1.168 44.345 4.946 Vel = 8.26 0.0 20.01 51.525 K Factor= 2.79 H.9 2.41 0.671 Utb 17.0 3.000 7.300 to 150.0 0.0 17.000 0.0 T.26 2.41 0.0151 0.0 20.000 0.302 Vel = 2.19 T.26 2.87 0.671 0.0 9.000 7.602 to 150.0 0.0 0.0 4.331 H.11 5.28 0.0647 0.0 9.000 0.582 Vel = 4.79 H.11 0.0 0.671 Utr 2.0 9.000 12.515 to 150.0 0.0 2.000 0.0 H.7 5.28 0.0646 0.0 11.000 0.711 Vel = 4.79 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.9& H.10) Date 12/29/2016 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.7 0.0 0.671 Utr 2.0 7.000 13.226 to 150.0 0.0 2.000 0.0 H.6 5.28 0.0646 0.0 9.000 0.581 Vel = 4.79 H.6 0.0 0.671 Utr 2.0 9.000 13.807 to 150.0 0.0 2.000 0.0 H.4 5.28 0.0646 0.0 11.000 0.711 Vel = 4.79 H.4 0.0 0.671 Utb 17.0 1.000 14.518 to 150.0 Utr 2.0 19.000 0.0 T.21 5.28 0.0646 0.0 20.000 1.293 Vel = 4.79 T.21 1.15 0.862 Utr 2.0 15.140 15.811 to 150.0 0.0 2.000 0.0 T.29 6.43 0.0274 0.0 17.140 0.470 Vel = 3.53 0.0 6.43 16.281 K Factor= 1.59 T.26 -2.88 0.671 Utr 2.0 11.000 7.602 to 150.0 0.0 2.000 0.0 H.10 -2.88 -0.0210 0.0 13.000 -0.273 Vel = 2.61 H.10 10.02 0.671 Utr 2.0 9.000 7.329 K Factor= 3.70 to 150.0 0.0 2.000 0.0 T.24 7.14 0.1129 0.0 11.000 1.242 Vel = 6.48 T.24 -4.34 0.671 Utb 17.0 8.000 8.571 to 150.0 0.0 17.000 4.331 T.23 2.8 0.0200 0.0 25.000 0.500 Vel = 2.54 T.23 2.29 0.671 Utr 2.0 1.000 13.402 to 150.0 0.0 2.000 0.0 T.22 5.09 0.0600 0.0 3.000 0.180 Vel = 4.62 T.22 0.0 0.671 Utr 2.0 5.000 13.582 to 150.0 0.0 2.000 0.0 H.5 5.09 0.0604 0.0 7.000 0.423 Vel = 4.62 H.5 0.0 0.671 Utr 2.0 4.000 14.005 to 150.0 0.0 2.000 0.0 T.20 5.09 0.0603 0.0 6.000 0.362 Vel = 4.62 T.20 0.0 0.671 Utr 2.0 1.000 14.367 to 150.0 Utb 17.0 19.000 0.0 T.19 5.09 0.0604 0.0 20.000 1.207 Vel = 4.62 T.19 -1.15 0.862 Utr 2.0 14.000 15.574 to 150.0 0.0 2.000 0.0 T.27 3.94 0.0111 0.0 16.000 0.178 Vel = 2.17 T.27 2.77 0.862 Utb 17.0 26.000 15.752 to 150.0 0.0 14.000 4.331 T.38 6.71 0.0297 0.0 40.000 1.187 Vel = 3.69 T.38 5.33 0.862 Utr 2.0 5.640 21.270 to 150.0 0.0 2.000 0.0 T.37 12.04 0.0877 0.0 7.640 0.670 Vel = 6.62 0.0 12.04 21.940 K Factor= 2.57 T.25 2.29 0.671 Utb 17.0 2.000 8.438 to 150.0 0.0 17.000 4.331 H.8 2.29 0.0137 0.0 19.000 0.261 Vel = 2.08 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.9& H.10) Date 12/29/2016 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 Utb 17.0 8.000 13.030 to 150.0 Utr 2.0 19.000 0.0 T.23 2.29 0.0138 0.0 27.000 0.372 Vel = 2.08 0.0 2.29 13.402 K Factor= 0.63 T.24 4.34 0.862 0.0 17.000 8.571 to 150.0 0.0 0.0 4.331 T.35 4.34 0.0132 0.0 17.000 0.225 Vel = 2.39 T.35 0.80 0.671 Utb 17.0 5.000 13.127 to 150.0 Utr 2.0 19.000 0.0 H.17 5.14 0.0614 0.0 24.000 1.474 Vel = 4.66 H.17 0.0 0.671 Utb 17.0 10.000 14.601 to 150.0 0.0 17.000 0.0 T.36 5.14 0.0614 0.0 27.000 1.658 Vel = 4.66 T.36 0.20 0.862 Utr 2.0 13.000 16.259 to 150.0 0.0 2.000 4.331 T.41 5.34 0.0195 0.0 15.000 0.292 Vel = 2.94 T.41 0.0 0.862 0.0 1.000 20.882 to 150.0 0.0 0.0 0.0 H.18 5.34 0.0190 0.0 1.000 0.019 Vel = 2.94 H.18 0.0 0.862 Utr 2.0 4.000 20.901 to 150.0 0.0 2.000 0.0 T.40 5.34 0.0195 0.0 6.000 0.117 Vel = 2.94 T.40 0.0 0.862 Utr 2.0 11.000 21.018 to 150.0 0.0 2.000 0.0 T.38 5.34 0.0194 0.0 13.000 0.252 Vel = 2.94 0.0 5.34 21.270 K Factor= 1.16 T.34 0.80 0.671 2Utb 34.0 2.000 13.057 to 150.0 0.0 34.000 0.0 T.35 0.8 0.0019 0.0 36.000 0.070 Vel = 0.73 0.0 0.80 13.127 K Factor= 0.22 T.19 1.14 0.671 Utb 17.0 12.000 15.574 to 150.0 0.0 17.000 0.0 H.2 1.14 0.0038 0.0 29.000 0.111 Vel = 1.03 H.2 0.0 0.671 Utr 2.0 12.000 15.685 to 150.0 0.0 2.000 0.0 H.1 1.14 0.0038 0.0 14.000 0.053 Vel = 1.03 H.1 0.0 0.671 Utr 2.0 12.000 15.738 to 150.0 0.0 2.000 0.0 H.3 1.14 0.0039 0.0 14.000 0.054 Vel = 1.03 H.3 0.0 0.671 Utr 2.0 3.000 15.792 to 150.0 0.0 2.000 0.0 T.21 1.14 0.0038 0.0 5.000 0.019 Vel = 1.03 0.0 1.14 15.811 K Factor= 0.29 T.28 2.76 0.862 Utb 17.0 3.000 15.654 to 150.0 0.0 14.000 0.0 T.27 2.76 0.0058 0.0 17.000 0.098 Vel = 1.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 RIVER TERRACE -Two Head Calculation (H.9& R10) Date 12/29/2016 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 15.752 K Factor= 0.70 2.76 T.30 0.20 0.671 Utb 17.0 8.000 16.252 to 150.0 Utr 2.0 19.000 0.0 H.14 0.2 0.0001 0.0 27.000 0.004 Vel = 0.18 H.14 0.0 0.671 Utr 2.0 8.000 16.256 to 150.0 0.0 2.000 0.0 T.33 0.2 0.0001 0.0 10.000 0.001 Vel = 0.18 T.33 0.0 0.671 Utr 2.0 2.000 16.257 to 150.0 0.0 2.000 0.0 H.16 0.2 0.0002 0.0 4.000 0.001 Vel = 0.18 H.16 0.0 0.671 Utr 2.0 6.000 16.258 to 150.0 0.0 2.000 0.0 T.36 0.2 0.0001 0.0 8.000 0.001 Vel = 0.18 0.0 0.20 16.259 K Factor= 0.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087