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11-ivrz I here by certify that this plan, specification or report was prepared by me or under my direct supervision and that I am NICET Certified at Level IV. Brent D Kotula Date: Req. No. 113889 RECEivED JUL 5 2017 CITY OF TIGARD BUILDING DIOSlON AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : NW RIVER TERRACE-One Head Calculation (H.10) Drawing : RESIDENTIAL Location : BUILDING 1 UNIT E-6 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 027 Data File : 19816F 027 NW River Terr Bldg 1, Unit E-6.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Uponor Date 6/22/2017 NW RIVER TERRACE -One Head Calculation (H.10) HYDRAULIC DESIGN INFORMATION SHEET Date - 6/20/17 Name - NW RIVER TERRACE Location - TIGARD OR 97223 - 1 Building - RESIDENTIAL SystemytNo. - 19816F 027 Contractor - ALLIANCE PLUMBING Cnrac NN. - F100 Calculated By - PATRICK BROWN CeilingHeight 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 - 10 Gpm System Type M Listed Flow at Start Point (X) Wet ( ) Dry Listed Pres. at Start Point - 7 .3 Psi ( ) Deluge ( ) PreAction D MAXIMUM LISTED SPACING 14 - x 14 Gpm Sprinkler or Nozzle E Additionalon FlowFAdded - Gpm Make SENJU Model RC-RESLF37 S Flow Added K-Factor 3.7 I Elevation at Highest Outlet - 128 Feet Size Simeerat6re Rating 162 G Note: N Calculation m Required 10 Psi Required 26.29 AtURefrPtoSTR Summary150 q Overhead 150 C_Factor Used: Pump Data: W Water Flow Test: Rated Cap. A Date of Test - x RRpsi T Time of Test - x E Static (Psi) - 38 Elev.Other R Residual (Psi) - 33 Flow (Gpm) - 300 S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor NW RIVER TERRACE- One Head Calculation (H.10) Page 2 Date 6/22/2017 City Water Supply: Cl -Static Pressure 38 Demand: C2 - Residual Presure: 38 D1 - Elevation C2- Residual FPlow : 300 D2 -S stem Flow : .9. 7 D2- System Pressure : 26.287 Hose ( Demand ) D3- System Demand : 9.997 Safety Margin : 11.704 150140 130 �■-_ p 120 R 110 E 100 S 90 ■-_ S 80 U 70 �■-_ R 60 E 50 ■-_ 4030 ��-_ minielarra 20 �-_ 10 111111111111111111111.11111111111 50 100 150 200 250 300 350 400 FLOW( NA1.85 ) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NPage 3 NWW Uponor TERRACE-One Head Calculation (H.10) Date 6/22/2017 Fitting Legend 2% 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 ,/2 3/4 1 11/4 11/2 2 Abbrev. Name 3 4 5 6 7 8 10 12 14 18 22 27 35 40 1045 50 61 3 E 80'Standard Elbow 2 2 2 1 1 1 1 2 2 3 4 5 6 G T GenericoGate Valve 1 1 1 1 10 8 10 12 15 17 20 05 00 35050060p7p1 801 901 1001 121 T 90'Aq Flow tTe Tee 3 4 5 60 2 17 14 9 12 ,117 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr * Aquapex Tee-Ru Branch 1 2 2 4 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 NW RIVER TERRACE -One Head Calculation (H.10) Page 4 Date 6/22/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 38.0 33 300.0 37.991 10.0 26.287 NODE ANALYSIS Node TagPressure Elevation Node Type at Node Dischargeat Node Notes H.10 128.0 3.7 7.3 10.0 T.23 128.0 7.59 T.33 118.0 12.1 H.14 108.0 16.45 T.25 108.0 16.46 T.28 108.0 16.48 T.37 108.0 16.8 T.36 108.0 16.81 S.1 104.0 19.11 MTR 100.0 24.92 STR 100.0 26.29 H.9 128.0 7.48 T.24 128.0 7.58 T.34 118.0 12.12 T.40 108.0 16.6 H.18 108.0 16.62 T.39 108.0 16.68 H.11 118.0 11.93 H.8 118.0 11.96 H.6 118.0 11.99 H.4 118.0 12.02 T.20 118.0 12.08 H.7 118.0 11.94 T.22 118.0 11.99 H.5 118.0 12.03 T.21 118.0 12.06 T.27 108.0 16.5 T.19 118.0 12.06 H.2 118.0 12.07 H.1 118.0 12.07 H.3 118.0 12.08 H.17 118.0 12.11 T.35 108.0 16.44 H.16 108.0 16.45 T.32 108.0 16.46 T.30 108.0 16.46 H.15 108.0 16.46 T.26 108.0 16.47 H.13 108.0 16.46 H.12 108.0 16.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 Uponor Date 5/22/2017 NW RIVER TERRACE- One Head Calculation (H.10) 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.10 5.11 0.862 Utr 2.0 14.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 Vel = 2.81 T.23 5.11 0.0179 0.0 16.000 0.287 T.23 -2.77 0.862 2Utb 34.0 15.000 7.587 to 150.0 0.0 28.000 4.331 Vel = 1.29 T.33 2.34 0.0042 0.0 43.000 0.182 T.33 -1.31 0.862 Utr 2.0 15.000 12.100 to 150.0 0.0 2.000 4.331 Vel = 0.57 H.14 1.03 0.0009 0.0 17.000 0.016 H.14 0.0 0.862 Utr 2.0 14.000 16.447 to 150.0 0.0 2.000 0.0 Vel = 0.57 T.25 1.03 0.0009 0.0 16.000 0.015 T.25 -0.37 0.862 2Utb 34.00.0 28.0005.000 16 062 to 150.0Vel = 0.36 T.28 0.66 0.0004 0.0 33.000 0.013 T.28 2.47 0.862 Utb 17.0 30.000 16.475 to 150.0 0.0 14.000 0.0 Vel = 1.72 T.37 3.13 0.0073 0.0 44.000 0.320 T.37 3.62 1.054 0.0 1.000 16.795 to 150.0 0.0 0.0 0.0 Vel = 2.48 T.36 6.75 0.0110 0.0 1.000 0.011 T.36 3.25 1.054 Utr 4.0 18.000 16.806 to 150.0 T 2.44 6.440 1.732 3.68= Vel S.1 10.0 0.0234 0.0 24.440 0.571 S.1 0.0 1.244 2E 3.443 100.000 19.109 Fixed Loss= 3 to 150.0 0.0 3.443 4.732 Vel** Fi2.64 MTR 10.0 0.0104 0.0 103.443 1.077 MTR 0.0 0.995 E 2.336 35.000 24.918 to 150.0 T 5.841 9.345 0.0 4.13= Vel STR 10.0 0.0309 G 1.168 44.345 1.369 0.0 10.00 26.287 KFactor= 1.95 H.10 4.89 0.862 Utr 2.0 9.000 7.300 to 150.0 0.0 2.000 0.0 Vel = 2.69 H.9 4.89 0.0165 0.0 11.000 0.182 H.9 0.0 0.862 Utr 2.0 4.000 7.482 to 150.0 0.0 2.000 0.0 Vel = 2.69 T.24 4.89 0.0165 0.0 6.000 0.099 T.24 -1.87 0.862 Utr 2.0 15.000 7.581 to 150.0 Utb 17.0 16.000 4.331 Vel = 1.66 T.34 3.02 0.0068 0.0 31.000 0.211 T.34 0.60 0.862 Utr 2.0 13.000 12.123 to 150.0 0.0 2.000 4.331 Vel = 1.99 T.40 3.62 0.0095 0.0 15.000 0.142 T.40 0.0 0.862 0.0 3.000 16.596 to 150.0 0.0 0.0 0.0 Vel = 1.99 H.18 3.62 0.0093 0.0 3.000 0.028 H.18 0.0 0.862 Utr 2.0 4.000 16.624 to 150.0 0.0 2.000 0.0 Vel = 1.99 T.39 3.62 0.0095 0.0 6.000 0.057 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor NW RIVER TERRACE One Head Calculation (H.10) Page 6 Date 6/22/2017 Hyd. Qa Dia. Fitting Pipe Pt Ref. "C" Pt Point Qt Pf/Ft Eqv.r Ftng'Ln. Totals Pf Pe Pn ******* Notes ****** T.39 0.0 0.862 Utr 2.0 10.000 16.681 to 150.0 0.0 2.000 T.37 3.62 0.0095 0.0 0.0 12.000 0.114 Vel = 1.99 0.0 3.62 16.795 T.24 1.86 0.862 K Factor= 0.88 to 0.0 7.000 7.581 150.0 0.0 0.0 4.331 H.11 1.86 0.0029 0.0 7.000 H.11 0.020 Vel = 1.02 0.0 0.862 Utr 2.0 9.000 11.932 to 150.0 0.0 2.000 H.8 1.86 0.0027 0.0 0.0 11.000 0.030 Vel = 1.02 H.8 0.0 0.862 Utr 2.0 7.000 11.962 to 150.0 0.0 2.000 H.6 1.86 0.0028 0.0 0.0 9.000 0.025 Vel = 1.02 H.6 0.0 0.862 Utr 2.0 to 150.0 9.000 11.987 0.0 2.000 0.0 H.4 1.86 0.0028 0.0 11.000 H.4 0.031 Vel = 1.02 0.0 0.862 Utb 17.0 6.000 12.018 to 150.0 Utr 2.0 16.000 T.20 1.86 0.0028 0.0 0.0 22.000 0.061 Vel = 1.02 T.20 0.61 0.862 Utr 2.0 12.000 12.079 to 150.0 0.0 2.000 1.28 2.47 0.0046 4.331 0.0 14.000 0.065 Vel = 1.36 0.0 2.47 16.475 K Factor= 0.61 T.23 2.77 0.862 Utr 2.0 2.000 7.587 to 150.0 0.0 2.000 4.331 H.7 2.77 0.0058 0.0 4.000 H.7 0.023 Vel = 1.52 0.0 0.862 Utr 2.0 7.000 11.941 to 150.0 0.0 2.000 T.22 2.77 0.0058 0.0 0.0 9.000 0.052 Vel = 1.52 T.22 0.0 0.862 Utr 2.0 to 150.0 5.000 11.993 0.0 2.000 0.0 H.5 2.77 0.0059 0.0 7.000 0.041 Vel = 1.52 H.5 0.0 0.862 toUtr 2.0 3.000 12.034 150.0 0.0 2.000 0.0 T.21 2.77 0.0056 0.0 5.000 T.21 0.028 Vel = 1.52 0.61 0.862 Utr 2.0 12.000 12.062 to 150.0 Utb 17.0 16.000 1.27 2.16 0.0037 4.331 0.0 28.000 0.103 Vel = 1.19 T.27 1.09 0.862 Utb 17.0 26.000 16.496 to 150.0 0.0 14.000 0.0 T.36 3.25 0.0078 0.0 40.000 0.310 Vel = 1.79 0.0 3.25 16.806 K Factor= 0.79 T.21 0.60 0.862 Utr 2.0 1.000 12.062 to 150.0 0.0 2.000 0.0 T.19 0.6 0.0007 0.0 3.000 0.002 Vel = 0.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 7 Uponor Date 6/22/2017 NW RIVER TERRACE-One Head Calculation (H.10) Hyd. Qa Dia. Fitting PipePt Pt ****** Point Qt Pf/Ft ..C.. or g's Pe Pv ******* Notes PoEqv. Ln. Total Pf Pn T.19 0.0 0.862 Utr 2.0 14.000 12.064 to 150.0 0.0 2.000 Vel = 0.33 H.2 0.6 0.0003 0.0 16.000 0.005 H.2 0.0 0.862 Utr 2.0 11.000 12.069 150.0 0.0 2.000 0.0 to H.1 0.6 0.0004 0.0 13.000 0.005 Vel = 0.33 H.1 0.0 0.862 Utr 2.0 11.000 12.074 150.0 0.0 2.000 0.0 Vel = 0.33 to 0.0 13.000 0.004 H.3 0.6 0.0003 H.3 0.0 0.862 Utr 2.0 1.000 12.078 150.0 0.0 2.000 0.0 to 0.0 3.000 0.001 Vel = 0.33 T.20 0.6 0.0003 0.0 12.079 KFactor= 0.17 0.60 T.33 1.30 0.862 Utr 2.0 6.000 12.100 to 150.0 0.0 2.000 Vel = 0.71 0.0 8.000 0.012 H.17 1.3 0.0015 1.000 12.112 H.17 0.0 0.862 0.0 150.0 0.0 0.0 4.331 to T.35 1.3 0.0010 0.0 1.000 0.001 Vel = 0.71 T.35 -0.70 0.862 2Utb 34.0 1.000 16.444 0.0 28.000 -4.331 to 150.00.0 29.000 0.010 Vel = 0.33 T.34 0.6 0.0003 0.0 12.123 KFactor= 0.17 0.60 T.35 0.71 0.862 Utr 2.0 11.000 16.444 150.0 0.0 2.000 0.0 to Vel = 0.39 H.16 0.71 0.0005 0.0 13.000 0.006 H.16 0.0 0.862 Utr 2.0 17.000 16.450 150.0 0.0 2.000 0.0 to T.32 0.71 0.0005 0.0 19.000 0.009 Vel = 0.39 T.32 0.0 0.862 Utr 2.0 2.000 16.459 150.0 0.0 2.000 0.0 T.30 0.71 0.0005 0.0 4.000 to 0.002 Vel = 0.39 T.30 0.0 0.862 Utr 2.0 2.000 16.461 to 150.0 0.0 2.000 0.0 H.15 0.71 0.0002 Vel = 0.39 0.0 4.000 0.001 2 Utr 2.0 7.000 16.462 0.0 0.86 H.15 0.0 2.000 0.0 to 150.0 T.26 0.71 0.0006 0.0 9.000 0.005 Vel = 0.39 T.26 0.37 0.862 2Utb 34.0 1.000 16.467 150.0 0.0 28.000 0.0 Vel = 0.59 to 0.0 29.000 0.029 T 27 1.08 0.0010 0.0 16.496 KFactor= 0.27 1.08 16.462 T.25 0.37 0.862 Utr 2.0 8.000 0.0 to 150.0 0.0 2.000 Vel = 0.20 H.13 0.37 0.0001 0.0 10.000 0.001 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor NW RIVER TERRACE -One Head Calculation (H.10) Paget8 Date 6/22/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt "C" Ref. or Ref. Qt Pf/ Ftng's Pe Pv ******* Notes ****** Eqv. Ln. Total Pf Pn H.13 0.0 0.862 Utr 2.0 9.000 16.463 to 150.0 0.0 2.000 0.0 H.12 0.37 0.0002 0.0 11.000 0.002 Vel = 0.20 H.12 0.0 0.862 toUtr 2.0 12.000 16.465 150.0 0.0 2.000 0.0 T.26 0.37 0.0001 0.0 14.000 0.002 0.0 Vel = 0.20 0.37 16.467 K Factor= 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 T7—:--- mmmmmmmmMMMMMMM..........M.M.M.MM.. I here by certify that this plan, specification or report was prepared by me or under my direct supervision and that I am NICET Certified at Level IV. Brent D Kotula Date: Req. No. 113889 JUL 5 2017 CITY t:t- ?-!CiA=TO BUILDING DIVISION I r 1 1 AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : NW RIVER TERRACE-Two Head Calculation (H.10 & H.9) Drawing : RESIDENTIAL Location : BUILDING 1 UNIT E-6 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 027 Data File : 19816F 027 NW River Terr Bldg 1, Unit E-6.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1Date 6/22/2017 NW RIVER TERRACE-Two Head Calculation (H.10&H.9) HYDRAULIC DESIGN INFORMATION SHEET Name - NW RIVER TERRACE Date - 6/20/17 Location - TIGARD OR 97223 System No. - 1 Building - RESIDENTIAL Contract No. - 19816F 027 Contractor - ALLIANCE PLUMBING Drawing No. - F100 Calculated By - PATRICK BROWN 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 Date T ( ) Specific Ruling Made by E S stem Type• Listed Flow at Start Point - 10 Gpm Y 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 7/1Simeera16K-Factor re Rating Fc3.7 G Note: N Calculation Gpm Required 20.0005 Psi Required 35.98 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 38 Elev. R Residual (Psi) - 33 Other Flow (Gpm) - 300 S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor NW RIVER TERRACE -Two Head Calculation (H.10& H.9) Page 2 Date 6/22/2017 City Water Supply: Cl -Static Pressure : 38 Demand: C2- Residual Pressure: 33 D1 - Elevation : 12.127 C2- Residual Flow : 300 D2- System Flow : 20 D2- System Pressure : 35.978 Hose ( Demand ) D3-System Demand : 20 Safety Margin : 1.988 150 140 130 p 120 R 110 `: E 100 S 90 S 80 U 70 R 60 E 50 40 0 �� 30 e C2 20 - 10 ° D1 . . . . . . . . . . 50 100 150 200 250 . . 300 .350 400 FLOW( NA1.85 ) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 3 Uponor Date 6/22/2017 NW RIVER TERRACE-Two Head Calculation (H.10&H.9) Fitting Legend 24 Abbrev. Name '/z % 1 11/4 1% 2 2% 3 3% 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 217 142 9 12 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 NW RIVER TERRACE -Two Head Calculation (H.10 & H.9) Dat 4 te 6/22/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 38.0 33 300.0 37.967 20.0 35.978 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 128.0 3.7 7.3 10.0 T.23 128.0 8.12 T.33 118.0 12.96 H.14 108.0 17.35 T.25 108.0 17.4 T.28 108.0 17.45 T.37 108.0 18.59 T.36 108.0 18.63 S.1 104.0 22.42 MTR 100.0 31.04 STR 100.0 35.98 H.9 128.0 3.7 7.31 10.0 T.24 128.0 7.76 T.34 118.0 13.01 T.40 108.0 17.86 H.18 108.0 17.96 T.39 108.0 18.17 H.11 118.0 12.18 H.8 118.0 12.32 H.6 118.0 12.44 H.4 118.0 12.59 T.20 118.0 12.88 H.7 118.0 12.51 T.22 118.0 12.66 H.5 118.0 12.77 T.21 118.0 12.86 T.27 108.0 17.53 T.19 118.0 12.86 H.2 118.0 12.86 H.1 118.0 12.87 H.3 118.0 12.87 H.17 118.0 12.99 T.35 108.0 17.33 H.16 108.0 17.35 T.32 108.0 17.39 T.30 108.0 17.4 H.15 108.0 17.4 T.26 108.0 17.42 H.13 108.0 17.41 H.12 108.0 17.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 Uponor Page 6/22/2017 NW RIVER TERRACE-Two Head Calculation (H.10 &H.9) 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 8.98 0.862 Utr 2.0 14.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 Vel = 4.94 T.23 8.98 0.0509 0.0 16.000 0.815 T.23 -4.86 0.862 2Utb 34.0 15.000 8.115 to 150.0 0.0 28.000 4.331 Vel = 2.27 T.33 4.12 0.0121 0.0 43.000 0.519 T.33 -2.11 0.862 Utr 2.0 15.000 12.965 to 150.0 0.0 2.000 4.331 Vel = 1.11 H.14 2.01 0.0032 0.0 17.000 0.054 H.14 0.0 0.862 Utr 2.0 14.000 17.350 to 150.0 0.0 2.000 0.0 Vel = 1.11 T.25 2.01 0.0032 0.0 16.000 0.051 T.25 -0.75 0.862 2Utb 34.0 5.000 17.401 to 150.0 0.0 28.000 0.0 T.28 1.26 0.0014 0.0 33.000 0.045 Vel = 0.69 T.28 4.99 0.862 Utb 17.0 30.000 17.446 to 150.0 0.0 14.000 0.0 Vel = 3.44 T.37 6.25 0.0260 0.0 44.000 1.146 T.37 7.31 1.054 0.0 1.000 18.592 to 150.0 0.0 0.0 0.0 Vel = 4.99 T.36 13.56 0.0410 0.0 1.000 0.041 T.36 6.44 1.054 Utr 4.0 18.000 18.633 to 150.0 T 2.44 6.440 1.732 Vel = 7.35 S.1 20.0 0.0842 0.0 24.440 2.057 S.1 0.0 1.244 2E 3.443 100.000 22.422 Loss= 3 Fixed to 150.0 0.0 3.443 4.732 Vel** Fid. 8 MTR 20.0 0.0375 0.0 103.443 3.884 MTR 0.0 0.995 E 2.336 35.000 31.038 to 150.0 T 5.841 9.345 0.0 Vel = 8.25 STR 20.0 0.1114 G 1.168 44.345 4.940 0.0 20.00 35.978 K Factor= 3.33 H.10 1.02 0.862 Utr 2.0 9.000 7.300 to 150.0 0.0 2.000 0.0 Vel = 0.56 H.9 1.02 0.0009 0.0 11.000 0.010 H.9 10.00 0.862 Utr 2.0 4.000 7.310 K Factor= 3.70 to 150.0 0.0 2.000 0.0 Vel = 6.06 T.24 11.02 0.0743 0.0 6.000 0.446 T.24 -4.32 0.862 Utr 2.0 15.000 7.756 to 150.0 Utb 17.0 16.000 4.331 Vel = 3.68 T.34 6.7 0.0297 0.0 31.000 0.920 T.34 0.61 0.862 Utr 2.0 13.000 13.007 to 150.0 0.0 2.000 4.331 T.40 7.31 0.0348 0.0 15.000 0.522 Vel = 4.02 T.40 0.0 0.862 0.0 3.000 17.860 to 150.0 0.0 0.0 0.0 Vel = 4.02 H.18 7.31 0.0350 0.0 3.000 0.105 H.18 0.0 0.862 Utr 2.0 4.000 17.965 to 150.0 0.0 2.000 0.0 Vel = 4.02 T.39 7.31 0.0348 0.0 6.000 0.209 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor NW RIVER TERRACE Two Head Calculation (H.10 & H.9) Page 6 Date 6/22/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* ****** Point Qt Pf/Ft Eqv. Ln. Total Pf pNotes n T.39 0.0 0.862 Utr 2.0 10.000 18.174 to 150.0 0.0 2.000 T.37 7.31 0.0348 0.0 0.0 12.000 0.418 Vel = 4.02 0.0 7.31 18.592 T.24 4.32 0.862 K Factor= 1.70 to 0.0 7.000 7.756 150.0 0.0 0.0 4.331 H.11 4.32 0.0131 0.0 7.000 H.11 0.092 Vel = 2.37 0.0 0.862 Utr 2.0 9.000 12.179 to 150.0 0.0 2.000 0.0 H.8 4.32 0.0132 0.0 11.000 0.145 Vel = 2.37 H.8 0.0 0.862 Utr 2.0 7.000 12.324 to 150.0 0.0 2.000 0.0 H.6 4.32 0.0131 0.0 9.000 H.6 0.118 Vel = 2.37 0.0 0.862 Utr 2.0 9.000 12.442 to 150.0 0.0 2.000 H.4 4.32 0.0131 0.0 0.0 11.000 0.144 Vel = 2.37 H.4 0.0 0.862 Utb 17.0 6.000 12.586 to 150.0 Utr 2.0 16.000 0.0 T.20 4.32 0.0131 0.0 22.000 0.289 T.20 0.67 0.862 Vel = 2.37 to Utr 2.0 12.000 12.875 150.0 0.0 2.000 4.331 T.28 4.99 0.0171 0.0 14.000 0.240 Vel = 2.74 0.0 4.99 17.446 K Factor= 1.19 T.23 4.86 0.862 Utr 2.0 2.000 8.115 to 150.0 0.0 2.000 4.331 H.7 4.86 0.0165 0.0 4.000 H.7 0.066 Vel = 2.67 0.0 0.862 Utr 2.0 7.000 12.512 to 150.0 0.0 2.000 T.22 4.86 0.0163 0.0 0.0 9.000 0.147 Vel = 2.67 T.22 0.0 0.862 Utr 2.0 5.000 12.659 to 150.0 0.0 2.000 H.5 4.86 0.0163 0.0 0.0 7.000 0.114 Vel = 2.67 H.5 0.0 0.862 Utr 2.0 3.000 12.773 to 150.0 0.0 2.000 0.0 T.21 4.86 0.0164 0.0 5.000 0.082 Vel = 2.67 T.21 -0.67 0.862 toUtr 2.0 12.000 12.855 150.0 Utb 17.0 16.000 4.331 T.27 4.19 0.0124 0.0 28.000 0.347 Vel = 2.30 T.27 2.25 0.862 Utb 17.0 26.000 17.533 to 150.0 0.0 14.000 0.0 T.36 6.44 0.0275 0.0 40.000 1.100 0.0 Vel = 3.54 6.44 18.633 K Factor= 1.49 T.21 0.67 0.862 Utr 2.0 1.000 12.855 to 150.0 0.0 2.000 0.0 T.19 0.67 0.0003 0.0 3.000 0.001 Vel = 0.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 7 Uponor Page 6/22/2017 NW RIVER TERRACE-Two Head Calculation (H.10 &H.9) Pt Pt Ref. e Hyd. Qa Dia. Fitting Pipe Pv ******* Notes ****** „C Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.19 0.0 0.862 Utr 2.0 14.000 12.856 150.0 0.0 2.000 0.0 Vel = 0.37 to 0.0 16.000 0.007 H.2 0.67 0.0004 H.2 0.0 0.862 Utr 2.0 11.000 12.863 150.0 0.0 2.000 0.0 Vel = 0.37 to 0.0 13.000 0.005 H.1 0.67 0.0004 H.1 0.0 0.862 Utr 2.0 11.000 12.868 150.0 0.0 2.000 0.0 to H.3 0.67 0.0005 0.0 13.000 0.006 Vel = 0.37 H.3 0.0 0.862 Utr 2.0 1.000 12.874 0.0 2.000 0.0 to 150.0 0.0 3.000 0.001 Vel = 0.37 T.20 0.67 0.0003 0.0 12.875 K Factor= 0.19 0.67 T.33 2.11 0.862 Utr 2.0 6.000 12.965 150.0 0.0 2.000 0.0 Vel = 1.16 to 0.0 8.000 0.028 H.17 2.11 0.0035 H.17 0.0 0.862 0.0 1.000 12.993 150.0 0.0 0.0 4.331 to T.35 2.11 0.0040 0.0 1.000 0.004 Vel = 1.16 -0.61 0.862 Utr 2.0 11.000 17.328 T.35 0 0 2.000 0.0 to 150.0 H.16 1.5 0.0018 0.0 13.000 0.024 Vel = 0.82 Utr 2.0 17.000 17.352 to 150.0 H.16 0.0 0.862 0.0 2.000 0.0 T.32 1.5 0.0018 0.0 19.000 0.035 Vel = 0.82 T.32 0.0 0.862 Utr 2.0 2.000 17.387 150.0 0.0 2.000 0.0 Vel = 0.82 to 0.0 4.000 0.008 T.30 1.5 0.0020 T.30 0.0 0.862 Utr 2.0 2.000 17.395 0.0 2.000 0.0 to 150.0 H.15 1.5 0.0018 0.0 4.000 0.007 Vel = 0.82 H.15 0.0 0.862 Utr 2.0 7.000 17.402 150.0 0.0 2.000 0.0 Vel = 0.82 to 0.0 9.000 0.017 T.26 1.5 0.0019 T.26 0.75 0.862 2Utb 34.0 1.000 17.419 150.0 0.0 28.000 0.0 Vel = 1.24 to 0 0 29.000 0.114 T.27 2.25 0.0039 0.0 17.533 K Factor= 0.54 2.25 T.35 0.61 0.862 2Utb 34.0 1.000 17.328 150.0 0.0 28.000 -4.331 Vel = 0.34 to 0 0 29.000 0.010 T.34 0.61 0.0003 0.0 13.007 K Factor= 0.17 0.61 T.25 0.74 0.862 Utr 2.0 8.000 17.401 150.0 0.0 2.000 0.0 Vel = 0.41 to 0.0 10.000 0.005 H.13 0.74 0.0005 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 NW RIVER TERRACE -Two Head Calculation (H.10 & H.9) Date 6/22/2017 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.13 0.0 0.862 Utr 2.0 9.000 17.406 to 150.0 0.0 2.000 0.0 H.12 0.74 0.0005 0.0 11.000 0.006 Vel = 0.41 H.12 0.0 0.862 Utr 2.0 12.000 17.412 to 150.0 0.0 2.000 0.0 T.26 0.74 0.0005 0.0 14.000 0.007 Vel = 0.41 0.0 0.74 17.419 K Factor= 0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087