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At S TQ1( 0t/ci /3t/ 7U sw Pint�� I! AUG 0 9 201 � �* F i1s F ktp t �r ._ CJI iNG DI r`IS!ONF � x 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.12 & H.8) Drawing : RESIDENTIAL Location : UNIT K-6 (D) TIGARD OR 97223 Remote Area : 1 Contract : 19816F 002 Data File : 19816F 002 Unit K-6 (D).wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE -Two Head Calculation (H.12 & H.8) Date 5/19/2016 HYDRAULIC DESIGN INFORMATION SHEET I Name - RIVER TERRACE Date - 5/19/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 002 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 26.0431 Psi Required 51.84 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.12 & H.8) Date 5/19/2016 City Water Supply: Demand: Cl -Static Pressure : 67 D1 - Elevation : 7.796 C2- Residual Pressure: 51 D2 -System Flow : 26.043 C2 - Residual Flow : 3650 D2 -System Pressure : 51.843 Hose ( Demand ) D3-System Demand : 26.043 Safety Margin : 15.155 150 140 130 P 120 R 110 E 100 • S 90 S 80 U 70 oL Cl • R 60 E 50 D2 40 30 20 10 o 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.12 & H.8) Date 5/19/2016 Fitting Legend Abbrev. Name 1/2 3 1 1% 11/2 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 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.12 & H.8) Date 5/19/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 67.0 51 3650.0 66.998 26.04 51.843 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 118.0 4.9 7.04 13.0 T.31 118.0 9.03 T.28 118.0 10.28 T.30 108.0 15.82 T.20 108.0 17.96 T.19 108.0 18.24 T.18 108.0 18.58 S.1 104.0 23.56 PRV 100.0 34.6 MTR 100.0 43.79 STR 100.0 51.84 T.33 118.0 8.17 T.29 118.0 10.79 T.35 108.0 15.65 T.34 108.0 15.69 H.8 118.0 4.9 7.08 13.04 T.25 118.0 7.91 T.24 118.0 8.23 T.16 118.0 11.11 T.14 118.0 11.8 H.6 118.0 8.06 T.27 128.0 6.16 H.10 128.0 6.53 • H.9 128.0 6.62 H.4 128.0 6.79 T.13 128.0 7.19 H.7 128.0 6.34 T.26 128.0 6.37 H.5 128.0 6.4 T.23 128.0 6.44 T.15 128.0 6.71 H.1 128.0 6.77 T.22 118.0 10.93 T.17 118.0 11.04 H.2 118.0 11.07 T.36 108.0 15.66 H.11 108.0 15.67 H.3 108.0 18.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fi Upnalonor Page 55/19/2016 RIVER TERRACECalculations Two- Head CalculationHazen-Williams(H.12& H.8) Date 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.12 5.45 0.671 Utb 17.0 10.000 7.040 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 T.31 5.45 0.0686 0.0 29.000 1.988 Vel = 4.94 T.31 6.26 0.862 Utb 17.0 1.000 9.028 to 150.0 0.0 14.000 0.0 T.28 11.71 0.0832 0.0 15.000 1.248 Vel = 6.44 T.28 -4.17 0.862 Utb 17.0 19.000 10.276 to 150.0 0.0 14.000 4.331 T.30 7.54 0.0368 0.0 33.000 1.215 Vel = 4.15 T.30 6.25 0.862 Utr 2.0 17.000 15.822 to 150.0 0.0 2.000 0.0 T.20 13.79 0.1127 0.0 19.000 2.141 Vel = 7.58 T.20 -1.47 0.862 Utr 2.0 1.000 17.963 to 150.0 0.0 2.000 0.0 T.19 12.32 0.0913 0.0 3.000 0.274 Vel = 6.77 T.19 1.47 0.862 Utr 2.0 1.000 18.237 to 150.0 0.0 2.000 0.0 T.18 13.79 0.1127 0.0 3.000 0.338 Vel = 7.58 T.18 12.25 0.862 T 7.528 6.000 18.575 to 150.0 0.0 2.904 1.732 S.1 26.04 0.3652 0.0 8.904 3.252 Vel = 14.32 S.1 0.0 0.862 2E 7.528 4.000 23.559 Loss = 7 Fixed to 150.0 0.0 2.323 8.732 Vel** Fi14.32 PRV 26.04 0.3652 0.0 6.323 2.309 = PRV 0.0 1.054 2E 2.44 50.000 34.600 ** Fixed Loss = 2 to 150.0 0.0 2.440 2.000 MTR 26.04 0.1371 0.0 52.440 7.192 Vel = 9.58 MTR 0.0 0.995 E 2.336 35.000 43.792 to 150.0 T 5.841 9.345 0.0 STR 26.04 0.1816 G 1.168 44.345 8.051 Vel = 10.74 0.0 26.04 51.843 K Factor= 3.62 H.12 7.55 0.671 0.0 9.000 7.040 to 150.0 0.0 0.0 0.0 T.33 7.55 0.1251 0.0 9.000 1.126 Vel = 6.85 T.33 0.0 0.671 Utr 2.0 2.000 8.166 to 150.0 Utb 17.0 19.000 0.0 T.29 7.55 0.1251 0.0 21.000 2.627 Vel = 6.85 T.29 -1.29 0.862 Utr 2.0 18.000 10.793 to 150.0 0.0 2.000 4.331 =Vel3.44 T.35 6.26 0.0261 0.0 20.000 0.522 T.35 -0.49 0.862 0.0 2.000 15.646 to 150.0 0.0 0.0 0.0 T.34 5.77 0.0225 0.0 2.000 0.045 Vel = 3.17 T.34 0.49 0.862 Utr 2.0 3.000 15.691 to 150.0 0.0 2.000 0.0 T.30 6.26 0.0262 0.0 5.000 0.131 Vel = 3.44 0.0 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.12 & H.8) Date 5/19/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 6.26 15.822 K Factor= 1.57 T.31 -6.26 0.671 Utb 17.0 5.000 9.028 to 150.0 0.0 17.000 0.0 H.8 -6.26 -0.0884 0.0 22.000 -1.944 Vel = 5.68 H.8 13.05 0.671 Utr 2.0 6.000 7.084 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.25 6.79 0.1028 0.0 8.000 0.822 Vel = 6.16 T.25 -1.50 0.671 Utr 2.0 3.000 7.906 to 150.0 0.0 2.000 0.0 T.24 5.29 0.0650 0.0 5.000 0.325 Vel = 4.80 T.24 1.50 0.671 Utr 2.0 9.000 8.231 to 150.0 Utb 17.0 19.000 0.0 T.16 6.79 0.1028 0.0 28.000 2.877 Vel = 6.16 T.16 0.71 0.862 Utb 17.0 5.000 11.108 to 150.0 0.0 14.000 0.0 T.14 7.5 0.0365 0.0 19.000 0.694 Vel = 4.12 T.14 4.75 0.862 Utb 17.0 13.000 11.802 to 150.0 0.0 14.000 4.331 T.18 12.25 0.0904 0.0 27.000 2.442 Vel = 6.73 0.0 12.25 18.575 K Factor= 2.84 T.25 1.49 0.671 Utb 17.0 8.000 7.906 to 150.0 0.0 17.000 0.0 H.6 1.49 0.0062 0.0 25.000 0.156 Vel = 1.35 H.6 0.0 0.671 Utb 17.0 8.000 8.062 to 150.0 Utr 2.0 19.000 0.0 T.24 1.49 0.0063 0.0 27.000 0.169 Vel = 1.35 0.0 1.49 8.231 K Factor= 0.52 T.28 4.17 0.862 Utr 2.0 15.000 10.276 to 150.0 0.0 2.000 -4.331 T.27 4.17 0.0124 0.0 17.000 0.210 Vel = 2.29 T.27 -1.83 0.671 Utb 17.0 7.000 6.155 to 150.0 Utr 2.0 19.000 0.0 H.10 2.34 0.0144 0.0 26.000 0.374 Vel = 2.12 H.10 0.0 0.671 0.0 6.000 6.529 to 150.0 0.0 0.0 0.0 H.9 2.34 0.0143 0.0 6.000 0.086 Vel = 2.12 H.9 0.0 0.671 Utr 2.0 10.000 6.615 to 150.0 0.0 2.000 0.0 H.4 2.34 0.0143 0.0 12.000 0.172 Vel = 2.12 H.4 0.0 0.671 Utb 17.0 9.000 6.787 to 150.0 Utr 2.0 19.000 0.0 T.13 2.34 0.0144 0.0 28.000 0.403 Vel = 2.12 T.13 2.41 0.862 Utr 2.0 15.950 7.190 to 150.0 0.0 2.000 4.331 T.14 4.75 0.0157 0.0 17.950 0.281 Vel = 2.61 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.12 & H.8) Date 5/19/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 4.75 11.802 K Factor= 1.38 T.27 1.83 0.671 Utb 17.0 3.000 6.155 to 150.0 0.0 17.000 0.0 H.7 1.83 0.0090 0.0 20.000 0.181 Vel = 1.66 H.7 0.0 0.671 Utr 2.0 2.000 6.336 to 150.0 0.0 2.000 0.0 T.26 1.83 0.0090 0.0 4.000 0.036 Vel = 1.66 T.26 0.0 0.671 Utr 2.0 1.000 6.372 to 150.0 0.0 2.000 0.0 H.5 1.83 0.0093 0.0 3.000 0.028 Vel = 1.66 H.5 0.0 0.671 Utr 2.0 3.000 6.400 to 150.0 0.0 2.000 0.0 T.23 1.83 0.0090 0.0 5.000 0.045 Vel = 1.66 T.23 0.0 0.671 Utr 2.0 10.000 6.445 to 150.0 Utb 17.0 19.000 0.0 T.15 1.83 0.0091 0.0 29.000 0.263 Vel = 1.66 T.15 0.57 0.671 Utr 2.0 2.000 6.708 to 150.0 0.0 2.000 0.0 H.1 2.4 0.0152 0.0 4.000 0.061 Vel = 2.18 H.1 0.0 0.671 Utb 17.0 11.000 6.769 to 150.0 0.0 17.000 0.0 T.13 2.4 0.0150 0.0 28.000 0.421 Vel = 2.18 0.0 2.40 7.190 K Factor= 0.90 T.29 1.29 0.671 Utb 17.0 11.000 10.793 to 150.0 0.0 17.000 0.0 T.22 1.29 0.0048 0.0 28.000 0.133 Vel = 1.17 T.22 0.0 0.671 Utr 2.0 4.000 10.926 to 150.0 Utb 17.0 19.000 0.0 T.17 1.29 0.0047 0.0 23.000 0.109 Vel = 1.17 T.17 -0.58 0.671 Utb 17.0 6.000 11.035 to 150.0 0.0 17.000 0.0 H.2 0.71 0.0016 0.0 23.000 0.037 Vel = 0.64 H.2 0.0 0.671 Utb 17.0 4.000 11.072 to 150.0 Utr 2.0 19.000 0.0 T.16 0.71 0.0016 0.0 23.000 0.036 Vel = 0.64 0.0 0.71 11.108 K Factor= 0.21 T.17 0.57 0.862 0.0 13.000 11.035 to 150.0 0.0 0.0 -4.331 T.15 0.57 0.0003 0.0 13.000 0.004 Vel = 0.31 0.0 0.57 6.708 K Factor= 0.22 T.35 0.49 0.671 Utr 2.0 2.000 15.646 to 150.0 Utb 17.0 19.000 0.0 T.36 0.49 0.0008 0.0 21.000 0.017 Vel = 0.44 T.36 0.0 0.671 Utr 2.0 9.000 15.663 to 150.0 0.0 2.000 0.0 H.11 0.49 0.0008 0.0 11.000 0.009 Vel = 0.44 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.12 & H.8) Date 5/19/2016 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.11 0.0 0.671 Utb 17.0 8.000 15.672 to 150.0 0.0 17.000 0.0 T.34 0.49 0.0008 0.0 25.000 0.019 Vel = 0.44 0.0 0.49 15.691 K Factor= 0.12 T.20 1.47 0.671 Utb 17.0 5.000 17.963 to 150.0 Utr 2.0 19.000 0.0 H.3 1.47 0.0061 0.0 24.000 0.146 Vel = 1.33 H.3 0.0 0.671 Utb 17.0 4.000 18.109 to 150.0 0.0 17.000 0.0 T.19 1.47 0.0061 0.0 21.000 0.128 Vel = 1.33 0.0 1.47 18.237 K Factor= 0.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RAfis:1:5:0fi9:1:110,i7 CUT Of:"TG% BUILDING Di viSION 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.10) Drawing : RESIDENTIAL Location : UNIT K-6 (D) TIGARD OR 97223 Remote Area : 1 Contract : 19816F 002 Data File : 19816F 002 Unit K-6 (D).wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1Date 5/19/2016 RIVER TERRACE-One Head Calculation (H.10) 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 002 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 Date T ( ) Specific Ruling Made by E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry • 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 Simeerat67/1K-Factor re Rating Fc4.9 G Note: N Calculation Gpm Required 17 Psi Required 49.9 Atef Pt STR 150 Summary C-Factor Used: Overhead 150 Underground 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.10) Paget2 Date 5/19/2016 City Water Supply: Cl -Static Pressure 67 Demand: C2 - Residual Pressure: 51 D1 - Elevation : 12.127 C2- Residual Flow : 3650 D2 -System Flow : 16.974 D2 -System Pressure : 49.900 Hose ( Demand ) D3- System Demand : 16.974 Safety Margin : 17.099 150 140 130 P 120 R 110 E 100 S 90 S 80 U70 o-- C1 — R 60 - D2 E 50 - C2 40 30 20 10 o 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 Page 3 Uponor Date 5/19/2016 RIVER TERRACE- One Head Calculation (H.10) Fitting Legend Abbrev. Name '/2 % 1 13/4 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- One Head Calculation (H.10) Date 5/19/2016 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 49.9 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 128.0 4.9 12.0 16.97 T.27 128.0 17.05 T.28 118.0 22.02 T.30 108.0 26.95 T.20 108.0 27.78 T.19 108.0 27.88 T.18 108.0 28.01 S.1 104.0 31.22 PRV 100.0 41.0 MTR 100.0 46.25 STR 100.0 49.9 H.9 128.0 12.72 H.4 128.0 14.17 T.13 128.0 17.55 T.14 118.0 22.37 H.7 128.0 17.24 T.26 128.0 17.28 H.5 128.0 17.31 T.23 128.0 17.36 T.15 128.0 17.65 T.17 118.0 22.06 T.22 118.0 22.23 T.29 118.0 22.44 T.35 108.0 26.91 T.34 108.0 26.92 H.1 128.0 17.64 T.31 118.0 22.09 H.12 118.0 22.26 T.33 118.0 22.31 H.2 118.0 22.18 T.16 118.0 22.29 H.8 118.0 22.16 T.25 118.0 22.19 T.24 118.0 22.2 H.6 118.0 22.19 T.36 108.0 26.91 H.11 108.0 26.91 H.3 108.0 27.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 Uponor Date 5/19/2016 RIVER TERRACE -One Head Calculation (H.10) 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.10 9.57 0.671 Utb 17.0 7.000 12.000 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 T.27 9.57 0.1940 0.0 26.000 5.045 Vel = 8.68 T.27 -1.92 0.862 Utr 2.0 15.000 17.045 to 150.0 0.0 2.000 4.331 T.28 7.65 0.0379 0.0 17.000 0.644 Vel = 4.21 T.28 -2.49 0.862 Utb 17.0 19.000 22.020 to 150.0 0.0 14.000 4.331 T.30 5.16 0.0183 0.0 33.000 0.603 Vel = 2.84 T.30 3.07 0.862 Utr 2.0 17.000 26.954 to 150.0 0.0 2.000 0.0 T.20 8.23 0.0433 0.0 19.000 0.823 Vel = 4.52 T.20 -0.88 0.862 Utr 2.0 1.000 27.777 to 150.0 0.0 2.000 0.0 T.19 7.35 0.0350 0.0 3.000 0.105 Vel = 4.04 T.19 0.88 0.862 Utr 2.0 1.000 27.882 to 150.0 0.0 2.000 0.0 T.18 8.23 0.0433 0.0 3.000 0.130 Vel = 4.52 T.18 8.74 0.862 T 7.528 6.000 28.012 to 150.0 0.0 2.904 1.732 S.1 16.97 0.1655 0.0 8.904 1.474 Vel = 9.33 S.1 0.0 0.862 2E 7.528 4.000 31.218 Fixed Loss= 7 to 150.0 0.0 2.323 8.732 Vel** Fi9.33 PRV 16.97 0.1654 0.0 6.323 1.046 = PRV 0.0 1.054 2E 2.44 50.000 40.996 ** Fixed Loss= 2 to 150.0 0.0 2.440 2.000 MTR 16.97 0.0621 0.0 52.440 3.258 Vel = 6.24 MTR 0.0 0.995 E 2.336 35.000 46.254 to 150.0 T 5.841 9.345 0.0 STR 16.97 0.0822 G 1.168 44.345 3.646 Vel = 7.00 0.0 16.97 49.900 K Factor= 2.40 H.10 7.40 0.671 0.0 6.000 12.000 to 150.0 0.0 0.0 0.0 H.9 7.4 0.1207 0.0 6.000 0.724 Vel = 6.71 H.9 0.0 0.671 Utr 2.0 10.000 12.724 to 150.0 0.0 2.000 0.0 H.4 7.4 0.1208 0.0 12.000 1.449 Vel = 6.71 H.4 0.0 0.671 Utb 17.0 9.000 14.173 to 150.0 Utr 2.0 19.000 0.0 T.13 7.4 0.1207 0.0 28.000 3.380 Vel = 6.71 T.13 -1.01 0.862 Utr 2.0 15.950 17.553 to 150.0 0.0 2.000 4.331 =Vel3.51 T.14 6.39 0.0271 0.0 17.950 0.487 T.14 2.36 0.862 Utb 17.0 13.000 22.371 to 150.0 0.0 14.000 4.331 T.18 8.75 0.0485 0.0 27.000 1.310 Vel = 4.81 0.0 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.10) Date 5/19/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 8.75 28.012 K Factor= 1.65 T.27 1.92 0.671 Utb 17.0 3.000 17.045 to 150.0 0.0 17.000 0.0 H.7 1.92 0.0100 0.0 20.000 0.199 Vel = 1.74 H.7 0.0 0.671 Utr 2.0 2.000 17.244 to 150.0 0.0 2.000 0.0 T.26 1.92 0.0098 0.0 4.000 0.039 Vel = 1.74 T.26 0.0 0.671 Utr 2.0 1.000 17.283 to 150.0 0.0 2.000 0.0 H.5 1.92 0.0100 0.0 3.000 0.030 Vel = 1.74 H.5 0.0 0.671 Utr 2.0 3.000 17.313 to 150.0 0.0 2.000 0.0 T.23 1.92 0.0100 0.0 5.000 0.050 Vel = 1.74 T.23 0.0 0.671 Utr 2.0 10.000 17.363 to 150.0 Utb 17.0 19.000 0.0 T.15 1.92 0.0099 0.0 29.000 0.287 Vel = 1.74 T.15 1.01 0.862 0.0 13.000 17.650 to 150.0 0.0 0.0 4.331 T.17 2.93 0.0065 0.0 13.000 0.084 Vel = 1.61 T.17 -1.31 0.671 Utr 2.0 4.000 22.065 to 150.0 Utb 17.0 19.000 0.0 T.22 1.62 0.0073 0.0 23.000 0.168 Vel = 1.47 T.22 0.0 0.671 Utb 17.0 11.000 22.233 to 150.0 0.0 17.000 0.0 T.29 1.62 0.0073 0.0 28.000 0.204 Vel = 1.47 T.29 1.45 0.862 Utr 2.0 18.000 22.437 to 150.0 0.0 2.000 4.331 T.35 3.07 0.0070 0.0 20.000 0.139 Vel = 1.69 T.35 -0.24 0.862 0.0 2.000 26.907 to 150.0 0.0 0.0 0.0 T.34 2.83 0.0060 0.0 2.000 0.012 Vel = 1.56 T.34 0.24 0.862 Utr 2.0 3.000 26.919 to 150.0 0.0 2.000 0.0 T.30 3.07 0.0070 0.0 5.000 0.035 Vel = 1.69 0.0 3.07 26.954 K Factor= 0.59 T.13 1.01 0.671 Utb 17.0 11.000 17.553 to 150.0 0.0 17.000 0.0 H.1 1.01 0.0030 0.0 28.000 0.085 Vel = 0.92 H.1 0.0 0.671 Utr 2.0 2.000 17.638 to 150.0 0.0 2.000 0.0 T.15 1.01 0.0030 0.0 4.000 0.012 Vel = 0.92 0.0 1.01 17.650 K Factor= 0.24 T.28 2.49 0.862 Utb 17.0 1.000 22.020 to 150.0 0.0 14.000 0.0 T.31 2.49 0.0047 0.0 15.000 0.071 Vel = 1.37 T.31 -1.05 0.671 Utb 17.0 10.000 22.091 to 150.0 Utr 2.0 19.000 0.0 H.12 1.44 0.0059 0.0 29.000 0.170 Vel = 1.31 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.10) Date 5/19/2016 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.12 0.0 0.671 0.0 9.000 22.261 to 150.0 0.0 0.0 0.0 T.33 1.44 0.0059 0.0 9.000 0.053 Vel = 1.31 T.33 0.0 0.671 Utr 2.0 2.000 22.314 to 150.0 Utb 17.0 19.000 0.0 T.29 1.44 0.0059 0.0 21.000 0.123 Vel = 1.31 0.0 1.44 22.437 K Factor= 0.30 1 T.17 1.31 0.671 Utb 17.0 6.000 22.065 to 150.0 0.0 17.000 0.0 H.2 1.31 0.0049 0.0 23.000 0.112 Vel = 1.19 H.2 0.0 0.671 Utb 17.0 4.000 22.177 to 150.0 Utr 2.0 19.000 0.0 T.16 1.31 0.0049 0.0 23.000 0.113 Vel = 1.19 T.16 1.05 0.862 Utb 17.0 5.000 22.290 to 150.0 0.0 14.000 0.0 T.14 2.36 0.0043 0.0 19.000 0.081 Vel = 1.30 0.0 2.36 22.371 K Factor= 0.50 T.31 1.05 0.671 Utb 17.0 5.000 22.091 to 150.0 0.0 17.000 0.0 H.8 1.05 0.0033 0.0 22.000 0.072 Vel = 0.95 H.8 0.0 0.671 Utr 2.0 6.000 22.163 to 150.0 0.0 2.000 0.0 T.25 1.05 0.0032 0.0 8.000 0.026 Vel = 0.95 T.25 -0.23 0.671 Utr 2.0 3.000 22.189 to 150.0 0.0 2.000 0.0 T.24 0.82 0.0020 0.0 5.000 0.010 Vel = 0.74 T.24 0.23 0.671 Utr 2.0 9.000 22.199 to 150.0 Utb 17.0 19.000 0.0 T.16 1.05 0.0032 0.0 28.000 0.091 Vel = 0.95 0.0 1.05 22.290 K Factor= 0.22 1 T.25 0.23 0.671 Utb 17.0 8.000 22.189 to 150.0 0.0 17.000 0.0 H.6 0.23 0.0002 0.0 25.000 0.005 Vel = 0.21 H.6 0.0 0.671 Utb 17.0 8.000 22.194 to 150.0 Utr 2.0 19.000 0.0 T.24 0.23 0.0002 0.0 27.000 0.005 Vel = 0.21 0.0 0.23 22.199 K Factor= 0.05 T.35 0.24 0.671 Utr 2.0 2.000 26.907 to 150.0 Utb 17.0 19.000 0.0 T.36 0.24 0.0002 0.0 21.000 0.005 Vel = 0.22 T.36 0.0 0.671 Utr 2.0 9.000 26.912 to 150.0 0.0 2.000 0.0 H.11 0.24 0.0002 0.0 11.000 0.002 Vel = 0.22 H.11 0.0 0.671 Utb 17.0 8.000 26.914 to 150.0 0.0 17.000 0.0 T.34 0.24 0.0002 0.0 25.000 0.005 Vel = 0.22 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.10) Date 5/19/2016 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 0.24 26.919 K Factor= 0.05 T.20 0.88 0.671 Utb 17.0 5.000 27.777 to 150.0 Utr 2.0 19.000 0.0 H.3 0.88 0.0023 0.0 24.000 0.056 Vel = 0.80 H.3 0.0 0.671 Utb 17.0 4.000 27.833 to 150.0 0.0 17.000 0.0 T.19 0.88 0.0023 0.0 21.000 0.049 Vel = 0.80 0.0 0.88 27.882 K Factor= 0.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087