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22 S �z �l�—a)1-2-Fr l J `7s_U bw S ilrtir Ac Ter RECEIVED JAN232017 CTY OF TIGARD BUILDING DIVISION 1 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.4) Drawing : RESIDENTIAL Location : BUILDING 1 UNIT K-6 TIGARD OR 97223 Remote Area : 10 Contract : 19816F 010 Data File : 19816F 010 Bldg 1, Unit K-6.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 UpPage 1 16 RIVERonor TERRACE- Head Calculation 12/29/20 HYDRAULIC DESIGN One INFORMATION SHEET Date Name - RIVER TERRACE Date - 12/29/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 10 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 010 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 - 11 Gpm System Type Listed Pres. at Start Point - 8.8 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-RESLFIT I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 175 N Calculation Gpm Required 11 Psi Required 40.9 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 GIGI V U pJpJly V LI I VG V Uponor RIVER TERRACE -One Head Calculation (H.4) 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 : 10.976 C2 - Residual Flow : 3650 D2 - System Pressure : 40.901 Hose ( Demand ) D3 -System Demand : 10.976 Safety Margin : 21.099 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 _ Cl R 60 — C9 E 50 D2 40 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 ILL111 .7 VJGu VW 1111 IGI y Page 3 Uponor Date 12/29/2016 RIVER TERRACE- One Head Calculation (H.4) Fitting Legend 24 Abbrev. Name A ' 1 1% 1% 2 21/2 3 31/2 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-One Head Calculation (HA) 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 10.98 40.901 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 128.0 3.7 8.8 10.98 T.18 128.0 9.1 T.17 128.0 10.84 H.1 128.0 11.04 H.2 128.0 11.14 T.16 128.0 11.32 T.21 118.0 15/7 T.33 108.0 20.61 S.1 104.0 23.15 MTR 100.0 39.27 STR 100.0 40.9 T.19 128.0 9.04 H.5 128.0 9.36 T.20 128.0 10.94 T.28 118.0 15.54 T.34 108.0 20.12 T.23 118.0 15.28 H.10 118.0 15.44 H.9 118.0 15.52 T.22 118.0 15.69 H.7 128.0 11.07 H.8 128.0 11.11 H.6 128.0 11.16 H.3 128.0 11.2 T.24 118.0 15.35 H.11 118.0 15.4 T.29 118.0 15.65 T.36 108.0 20.09 T.35 108.0 20.1 T.30 118.0 15.57 T.27 118.0 15.62 T.26 118.0 15.62 H.13 118.0 15.6 H.14 118.0 15.62 T.32 118.0 15.62 H.12 118.0 15.62 T.37 108.0 20.09 H.15 108.0 20.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5 RIVER TERRACE-One Head Calculation (H.4) Date 12/29/2016 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.4 5.07 0.671 Utr 2.0 3.000 8.800 K Factor= 3.70 to 150.0 0.0 2.000 0.0 T.18 5.07 0.0600 0.0 5.000 0.300 Vel = 4.60 T.18 0.0 0.671 Utr 2.0 10.000 9.100 to 150.0 Utb 17.0 19.000 0.0 T.17 5.07 0.0599 0.0 29.000 1.738 Vel = 4.60 T.17 -3.35 0.671 Utb 17.0 8.000 10.838 to 150.0 0.0 17.000 0.0 H.1 1.72 0.0081 0.0 25.000 0.202 Vel = 1.56 H.1 0.0 0.671 Utr 2.0 10.000 11.040 to 150.0 0.0 2.000 0.0 H.2 1.72 0.0081 0.0 12.000 0.097 Vel = 1.56 H.2 0.0 0.671 Utb 17.0 6.000 11.137 to 150.0 0.0 17.000 0.0 T.16 1.72 0.0081 0.0 23.000 0.186 Vel = 1.56 T.16 1.20 0.862 Utr 2.0 15.950 11.323 to 150.0 0.0 2.000 4.331 T.21 2.92 0.0064 0.0 17.950 0.114 Vel = 1.61 T.21 2.33 0.862 Utb 17.0 13.000 15.768 to 150.0 0.0 14.000 4.331 T.33 5.25 0.0189 0.0 27.000 0.509 Vel = 2.89 T.33 5.73 0.862 Utr 2.0 6.000 20.608 to 150.0 T 7.528 4.904 1.732 S.1 10.98 0.0739 0.0 10.904 0.806 Vel = 6.04 S.1 0.0 1.054 2E 2.44 120.000 23.146 ** Fixed Loss= 11 to 150.0 0.0 2.440 12.732 MTR 10.98 0.0277 0.0 122.440 3.395 Vel = 4.04 MTR 0.0 0.995 E 2.336 35.000 39.273 to 150.0 T 5.841 9.345 0.0 STR 10.98 0.0367 G 1.168 44.345 1.628 Vel = 4.53 0.0 10.98 40.901 K Factor= 1.72 H.4 5.90 0.671 Utr 2.0 1.000 8.800 to 150.0 0.0 2.000 0.0 T.19 5.9 0.0793 0.0 3.000 0.238 Vel = 5.35 T.19 0.0 0.671 Utr 2.0 2.000 9.038 to 150.0 0.0 2.000 0.0 H.5 5.9 0.0795 0.0 4.000 0.318 Vel = 5.35 H.5 0.0 0.671 Utb 17.0 3.000 9.356 to 150.0 0.0 17.000 0.0 T.20 5.9 0.0794 0.0 20.000 1.588 Vel = 5.35 T.20 -1.20 0.862 Utr 2.0 15.000 10.944 to 150.0 0.0 2.000 4.331 T.28 4.7 0.0154 0.0 17.000 0.262 Vel = 2.58 T.28 -1.48 0.862 Utb 17.0 19.000 15.537 to 150.0 0.0 14.000 4.331 T.34 3.22 0.0076 0.0 33.000 0.252 Vel = 1.77 T.34 2.51 0.862 Utr 2.0 20.000 20.120 to 150.0 0.0 2.000 0.0 T.33 5.73 0.0222 0.0 22.000 0.488 Vel = 3.15 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.4) 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 5.73 20.608 K Factor= 1.26 T.17 3.36 0.862 0.0 13.000 10.838 to 150.0 0.0 0.0 4.331 T.23 3.36 0.0082 0.0 13.000 0.107 Vel = 1.85 T.23 -1.89 0.671 Utb 17.0 10.000 15.276 to 150.0 0.0 17.000 0.0 H.10 1.47 0.0061 0.0 27.000 0.164 Vel = 1.33 H.10 0.0 0.671 Utr 2.0 11.000 15.440 to 150.0 0.0 2.000 0.0 H.9 1.47 0.0061 0.0 13.000 0.079 Vel = 1.33 H.9 0.0 0.671 Utb 17.0 11.000 15.519 to 150.0 0.0 17.000 0.0 T.22 1.47 0.0060 0.0 28.000 0.169 Vel = 1.33 T.22 0.86 0.862 Utb 17.0 5.000 15.688 to 150.0 0.0 14.000 0.0 T.21 2.33 0.0042 0.0 19.000 0.080 Vel = 1.28 0.0 2.33 15.768 K Factor= 0.59 T.20 1.20 0.671 Utb 17.0 12.000 10.944 to 150.0 Utr 2.0 19.000 0.0 H.7 1.2 0.0042 0.0 31.000 0.129 Vel = 1.09 H.7 0.0 0.671 0.0 9.000 11.073 to 150.0 0.0 0.0 0.0 H.8 1.2 0.0042 0.0 9.000 0.038 Vel = 1.09 H.8 0.0 0.671 Utr 2.0 10.000 11.111 to 150.0 0.0 2.000 0.0 H.6 1.2 0.0042 0.0 12.000 0.050 Vel = 1.09 H.6 0.0 0.671 Utr 2.0 8.000 11.161 to 150.0 0.0 2.000 0.0 H.3 1.2 0.0041 0.0 10.000 0.041 Vel = 1.09 H.3 0.0 0.671 Utb 17.0 10.000 11.202 to 150.0 Utr 2.0 19.000 0.0 T.16 1.2 0.0042 0.0 29.000 0.121 Vel = 1.09 0.0 1.20 11.323 K Factor= 0.36 T.23 1.89 0.671 Utr 2.0 6.000 15.276 to 150.0 0.0 2.000 0.0 T.24 1.89 0.0096 0.0 8.000 0.077 Vel = 1.71 T.24 0.0 0.671 Utr 2.0 3.000 15.353 to 150.0 0.0 2.000 0.0 H.11 1.89 0.0098 0.0 5.000 0.049 Vel = 1.71 H.11 0.0 0.671 Utb 17.0 9.000 15.402 to 150.0 0.0 17.000 0.0 T.29 1.89 0.0096 0.0 26.000 0.250 Vel = 1.71 T.29 0.61 0.862 Utr 2.0 20.000 15.652 to 150.0 0.0 2.000 4.331 T.36 2.5 0.0048 0.0 22.000 0.105 Vel = 1.37 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.4) Date 12/29/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt ******* ****** Ref. "C" 's Notes Point Qt 'P'C" Eqv.or Ln. TotalFtngPe Pf Pv Pn T.36 -0.19 0.862 0.0 2.000 20.088 to 150.0 0.0 0.0 0.0 T.35 2.31 0.0040 0.0 2.000 0.008 Vel = 1.27 T.35 0.19 0.862 Utr 2.0 3.000 20.096 to 150.0 0.0 2.000 0.0 T.34 2.5 0.0048 0.0 5.000 0.024 Vel = 1.37 0.0 2.50 20.120 K Factor= 0.56 T.28 1.48 0.862 Utb 17.0 2.000 15.537 to 150.0 0.0 14.000 0.0 T.30 1.48 0.0018 0.0 16.000 0.029 Vel = 0.81 T.30 -0.62 0.671 Utb 17.0 6.000 15.566 to 150.0 0.0 17.000 0.0 T.27 0.86 0.0023 0.0 23.000 0.052 Vel = 0.78 T.27 -0.16 0.671 Utr 2.0 1.000 15.618 to 150.0 0.0 2.000 0.0 T.26 0.7 0.0017 0.0 3.000 0.005 Vel = 0.64 T.26 0.16 0.671 Utr 2.0 10.000 15.623 to 150.0 Utb 17.0 19.000 0.0 T.22 0.86 0.0022 0.0 29.000 0.065 Vel = 0.78 0.0 0.86 15.688 K Factor= 0.22 T.30 0.62 0.671 Utb 17.0 11.000 15.566 to 150.0 Utr 2.0 19.000 0.0 H.13 0.62 0.0012 0.0 30.000 0.037 Vel = 0.56 H.13 0.0 0.671 0.0 10.000 15.603 to 150.0 0.0 0.0 0.0 H.14 0.62 0.0012 0.0 10.000 0.012 Vel = 0.56 H.14 0.0 0.671 Utr 2.0 6.000 15.615 to 150.0 0.0 2.000 0.0 Vel = 0.56 T.32 0.62 0.0012 0.0 8.000 0.010 T.32 0.0 0.671 Utr 2.0 3.000 15.625 to 150.0 Utb 17.0 19.000 0.0 T.29 0.62 0.0012 0.0 22.000 0.027 Vel = 0.56 0.0 0.62 15.652 K Factor= 0.16 T.27 0.16 0.671 Utb 17.0 5.000 15.618 to 150.0 0.0 17.000 0.0 H.12 0.16 0.0001 0.0 22.000 0.002 Vel = 0.15 H.12 0.0 0.671 Utb 17.0 6.000 15.620 to 150.0 Utr 2.0 19.000 0.0 T.26 0.16 0.0001 0.0 25.000 0.003 Vel = 0.15 0.0 0.16 15.623 K Factor= 0.04 T.36 0.20 0.671 Utr 2.0 2.000 20.088 to 150.0 Utb 17.0 19.000 0.0 T.37 0.2 0.0001 0.0 21.000 0.003 Vel = 0.18 T.37 0.0 0.671 Utr 2.0 9.000 20.091 to 150.0 0.0 2.000 0.0 H.15 0.2 0.0002 0.0 11.000 0.002 Vel = 0.18 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.4) 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.15 0.0 0.671 Utb 17.0 8.000 20.093 to 150.0 0.0 17.000 0.0 T.35 0.2 0.0001 0.0 25.000 0.003 Vel = 0.18 0.0 0.20 20.096 K Factor= 0.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVED JAN 232017 CITY OF TIGARD BUILDING DIVISION I 1 1 AquaSAFETM FIRE SAFETY SYSTEM RI-VISION Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 OFFICE COPY Job Name : RIVER TERRACE -Two Head Calculation (H.8 & H.7) Drawing : RESIDENTIAL Location : BUILDING 1 UNIT K-6 TIGARD OR 97223 Remote Area : 10 Contract : 19816F 010 Data File : 19816F 010 Bldg 1, Unit K-6.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE-Two Head Calculation (H.8& H.7) Date 12/29/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 12/29/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 10 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 010 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 - 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 20.0166 Psi Required 59.16 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 CA LGI %.J LA la 1 iy V LA I VG V Uponor RIVER TERRACE -Two Head Calculation (H.8 & H.7) Paget2 Date 12/29/2016 City Water Supply: Demand: Cl -Static Pressure : 62 C2 - Residual Pressure: 57 D1 - Elevation : 12.127 C2 - Residual Flow : 3650 D2 - System Flow : 20.017 D2-System Pressure : 59.164 Hose ( Demand ) D3- System Demand : 20.017 Safety Margin : 2.836 150 140 130 ' - p 120 R 110 E 100 S 90 S 80 U 70 - Gi R60 v r.2 E 50 0 40 30 20 ' 10 DI 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 I 11.111 IyO VJGu VUI 1111 IC41 y Page 3 Uponor Date 12/29/2016 RIVER TERRACE-Two Head Calculation (H.8& H.7) Fitting Legend , , , Abbrev. Name % 3/4 1 1% 1% 2 2h 3 31,4 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.8 & H.7) 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 20.02 59.164 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 128.0 3.7 7.3 10.0 H.6 128.0 9.32 H.3 128.0 11.01 T.16 128.0 15.9 T.21 118.0 20.92 T.33 108.0 26.99 S.1 104.0 31.16 MTR 100.0 54.22 STR 100.0 59.16 H.7 128.0 3.7 7.33 10.02 T.20 128.0 15.31 T.28 118.0 20.5 T.34 108.0 25.66 H.5 128.0 15.58 T.19 128.0 15.63 H.4 128.0 15.67 T.18 128.0 15.74 T.17 128.0 16.12 T.23 118.0 20.56 H.10 118.0 20.67 H.9 118.0 20.72 T.22 118.0 20.83 H.2 128.0 15.98 H.1 128.0 16.02 T.30 118.0 20.59 H.13 118.0 20.78 H.14 118.0 20.85 T.32 118.0 20.9 T.29 118.0 21.04 T.36 108.0 25.59 T.35 108.0 25.61 T.24 118.0 20.66 H.11 118.0 20.72 T.27 118.0 20.69 T.26 118.0 20.7 H.12 118.0 20.7 T.37 108.0 25.6 H.15 108.0 25.6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 Uponor Date 12/29/2016 RIVER TERRACE-Two Head Calculation (H.8 & H.7) Hyd. Qa Dia. Fitting Pipe Pt Pt ******* Notes ****** Ref. "C" or Ftng's Pv Point Qt Pf/Ft Eqv. Ln. Total Pe Pf Pn H.8 8.87 0.671 Utr 2.0 10.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 H.6 8.87 0.1685 0.0 12.000 2.022 Vel = 8.05 H.6 0.0 0.671 Utr 2.0 8.000 9.322 to 150.0 0.0 2.000 0.0 =Vel8.05 H.3 8.87 0.1686 0.0 10.000 1.686 H.3 0.0 0.671 Utb 17.0 10.000 11.008 to 150.0 Utr 2.0 19.000 0.0 T.16 8.87 0.1685 0.0 29.000 4.887 Vel = 8.05 T.16 -1.13 0.862 Utr 2.0 15.950 15.895 to 150.0 0.0 2.000 4.331 T.21 7.74 0.0387 0.0 17.950 0.695 Vel = 4.26 T.21 2.44 0.862 Utb 17.0 13.000 20.921 to 150.0 0.0 14.000 4.331 T.33 10.18 0.0642 0.0 27.000 1.734 Vel = 5.60 T.33 9.84 0.862 Utr 2.0 6.000 26.986 to 150.0 T 7.528 4.904 1.732 S.1 20.02 0.2244 0.0 10.904 2.447 Vel = 11.01 S.1 0.0 1.054 2E 2.44 120.000 31.165 ** Fixed Loss= 11 to 150.0 0.0 2.440 12.732 MTR 20.02 0.0843 0.0 122.440 10.319 Vel = 7.36 MTR 0.0 0.995 E 2.336 35.000 54.216 to 150.0 T 5.841 9.345 0.0 STR 20.02 0.1116 G 1.168 44.345 4.948 Vel = 8.26 0.0 20.02 59.164 K Factor= 2.60 H.8 1.13 0.671 0.0 9.000 7.300 to 150.0 0.0 0.0 0.0 1-1.7 1.13 0.0038 0.0 9.000 0.034 Vel = 1.03 H.7 10.02 0.671 Utb 17.0 12.000 7.334 K Factor= 3.70 to 150.0 Utr 2.0 19.000 0.0 T.20 11.15 0.2574 0.0 31.000 7.979 Vel = 10.12 T.20 -2.24 0.862 Utr 2.0 15.000 15.313 to 150.0 0.0 2.000 4.331 T.28 8.91 0.0502 0.0 17.000 0.854 Vel = 4.90 T.28 -2.77 0.862 Utb 17.0 19.000 20.498 to 150.0 0.0 14.000 4.331 T.34 6.14 0.0252 0.0 33.000 0.831 Vel = 3.38 T.34 3.70 0.862 Utr 2.0 20.000 25.660 to 150.0 0.0 2.000 0.0 Vel = 5.41 T.33 9.84 0.0603 0.0 22.000 1.326 0.0 9.84 26.986 K Factor= 1.89 T.20 2.24 0.671 Utb 17.0 3.000 15.313 to 150.0 0.0 17.000 0.0 H.5 2.24 0.0132 0.0 20.000 0.264 Vel = 2.03 H.5 0.0 0.671 Utr 2.0 2.000 15.577 to 150.0 0.0 2.000 0.0 T.19 2.24 0.0132 0.0 4.000 0.053 Vel = 2.03 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.8 & H.7) 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.19 0.0 0.671 Utr 2.0 1.000 15.630 to 150.0 0.0 2.000 0.0 H.4 2.24 0.0130 0.0 3.000 0.039 Vel = 2.03 H.4 0.0 0.671 Utr 2.0 3.000 15.669 to 150.0 0.0 2.000 0.0 T.18 2.24 0.0132 0.0 5.000 0.066 Vel = 2.03 T.18 0.0 0.671 Utr 2.0 10.000 15.735 to 150.0 Utb 17.0 19.000 0.0 T.17 2.24 0.0132 0.0 29.000 0.382 Vel = 2.03 T.17 1.12 0.862 0.0 13.000 16.117 to 150.0 0.0 0.0 4.331 T.23 3.36 0.0083 0.0 13.000 0.108 Vel = 1.85 T.23 -2.17 0.671 Utb 17.0 10.000 20.556 to 150.0 0.0 17.000 0.0 H.10 1.19 0.0041 0.0 27.000 0.110 Vel = 1.08 H.10 0.0 0.671 Utr 2.0 11.000 20.666 to 150.0 0.0 2.000 0.0 H.9 1.19 0.0042 0.0 13.000 0.054 Vel = 1.08 H.9 0.0 0.671 Utb 17.0 11.000 20.720 to 150.0 0.0 17.000 0.0 T.22 1.19 0.0041 0.0 28.000 0.114 Vel = 1.08 T.22 1.25 0.862 Utb 17.0 5.000 20.834 to 150.0 0.0 14.000 0.0 T.21 2.44 0.0046 0.0 19.000 0.087 Vel = 1.34 0.0 2.44 20.921 K Factor= 0.53 T.16 1.13 0.671 Utb 17.0 6.000 15.895 to 150.0 0.0 17.000 0.0 H.2 1.13 0.0037 0.0 23.000 0.085 Vel = 1.03 H.2 0.0 0.671 Utr 2.0 10.000 15.980 to 150.0 0.0 2.000 0.0 H.1 1.13 0.0038 0.0 12.000 0.045 Vel = 1.03 H.1 0.0 0.671 Utb 17.0 8.000 16.025 to 150.0 0.0 17.000 0.0 T.17 1.13 0.0037 0.0 25.000 0.092 Vel = 1.03 0.0 1.13 16.117 K Factor= 0.28 T.28 2.78 0.862 Utb 17.0 2.000 20.498 to 150.0 0.0 14.000 0.0 T.30 2.78 0.0058 0.0 16.000 0.093 Vel = 1.53 T.30 -1.26 0.671 Utb 17.0 11.000 20.591 to 150.0 Utr 2.0 19.000 0.0 H.13 1.52 0.0065 0.0 30.000 0.194 Vel = 1.38 H.13 0.0 0.671 0.0 10.000 20.785 to 150.0 0.0 0.0 0.0 H.14 1.52 0.0065 0.0 10.000 0.065 Vel = 1.38 H.14 0.0 0.671 Utr 2.0 6.000 20.850 to 150.0 0.0 2.000 0.0 T.32 1.52 0.0065 0.0 8.000 0.052 Vel = 1.38 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.8 & H.7) 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.32 0.0 0.671 Utr 2.0 3.000 20.902 to 150.0 Utb 17.0 19.000 0.0 T.29 1.52 0.0065 0.0 22.000 0.143 Vel = 1.38 T.29 2.18 0.862 Utr 2.0 20.000 21.045 to 150.0 0.0 2.000 4.331 T.36 3.7 0.0099 0.0 22.000 0.217 Vel = 2.03 T.36 -0.29 0.862 0.0 2.000 25.593 to 150.0 0.0 0.0 0.0 T.35 3.41 0.0085 0.0 2.000 0.017 Vel = 1.87 T.35 0.29 0.862 Utr 2.0 3.000 25.610 to 150.0 0.0 2.000 0.0 T.34 3.7 0.0100 0.0 5.000 0.050 Vel = 2.03 0.0 3.70 25.660 K Factor= 0.73 T.23 2.18 0.671 Utr 2.0 6.000 20.556 to 150.0 0.0 2.000 0.0 T.24 2.18 0.0125 0.0 8.000 0.100 Vel = 1.98 T.24 0.0 0.671 Utr 2.0 3.000 20.656 to 150.0 0.0 2.000 0.0 H.11 2.18 0.0126 0.0 5.000 0.063 Vel = 1.98 H.11 0.0 0.671 Utb 17.0 9.000 20.719 to 150.0 0.0 17.000 0.0 T.29 2.18 0.0125 0.0 26.000 0.326 Vel = 1.98 0.0 2.18 21.045 K Factor= 0.48 T.30 1.25 0.671 Utb 17.0 6.000 20.591 to 150.0 0.0 17.000 0.0 T.27 1.25 0.0045 0.0 23.000 0.103 Vel = 1.13 T.27 -0.23 0.671 Utr 2.0 1.000 20.694 to 150.0 0.0 2.000 0.0 T.26 1.02 0.0030 0.0 3.000 0.009 Vel = 0.93 T.26 0.23 0.671 Utr 2.0 10.000 20.703 to 150.0 Utb 17.0 19.000 0.0 T.22 1.25 0.0045 0.0 29.000 0.131 Vel = 1.13 0.0 1.25 20.834 K Factor= 0.27 1 T.27 0.23 0.671 Utb 17.0 5.000 20.694 to 150.0 0.0 17.000 0.0 H.12 0.23 0.0002 0.0 22.000 0.004 Vel = 0.21 H.12 0.0 0.671 Utb 17.0 6.000 20.698 to 150.0 Utr 2.0 19.000 0.0 T.26 0.23 0.0002 0.0 25.000 0.005 Vel = 0.21 0.0 0.23 20.703 K Factor= 0.05 T.36 0.29 0.671 Utr 2.0 2.000 25.593 to 150.0 Utb 17.0 19.000 0.0 T.37 0.29 0.0003 0.0 21.000 0.007 Vel = 0.26 T.37 0.0 0.671 Utr 2.0 9.000 25.600 to 150.0 0.0 2.000 0.0 H.15 0.29 0.0003 0.0 11.000 0.003 Vel = 0.26 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.8 & H.7) 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.15 0.0 0.671 Utb 17.0 8.000 25.603 to 150.0 0.0 17.000 0.0 T.35 0.29 0.0003 0.0 25.000 0.007 Vel = 0.26 0.0 0.29 25.610 K Factor= 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087