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Uponor Page 1 RIVER TERRACE EAST TH -One Head Calculation (H.1) Date 12/6/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE EAST TH Date - 12/4/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 035 Calculated By - PATRICK BROWN 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 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 129 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 53.87 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) - 100 Elev. R Residual (Psi) - 95 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 Z RIVER TERRACE EAST TH-One Head Calculation (H.1) Page 2 Date 12/6/2017 City Water Supply: Cl -Static Pressure : 100 Demand: C2- Residual Pressure: 95 D1 -Elevation C2-Residual Flow 300 D2-System Flow : 16.9764 0 D2-System Pressure : 53.868 Hose (Demand) D3-System Demand : 16.974 Safety Margin : 46.107 150 140 130 p 120 R 110 Cl E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 50 100 150 200 250 300 FLOW(N A 1.85) 350 400 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 3 UpRIVERonor TERRACE EAST TH-One Head Calculation (H.1) Date 12/6/2017 Fitting Legend Abbrev. Name % '/+ 1 11/2 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 GE 90'Generic t Elbowaly1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T Generic Gate Valve 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 771 881 991 101 121 T Aquapex90'Flow tTru Tee 0 0 0 0 0 0 0 0 0 0 0 0 Utr " Tee-Run 2 21 21 9 12 17 0 0 0 0 Utr' Aquapex Tee-Run 1 2 2 4 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .. • Flow Summary - NFPA 2007 Uponor RIVER TERRACE EAST TH-One Head Calculation (H.1) Paget4 Date 12/6/2017 SUPPLY ANALYSIS Node at Static Residual Source Pressure Pressure Available Flow Pressure Total Demand STR Required Pressure 100.0 95 300.0 99.975 16.97 53.868 NODE ANALYSIS Node Tag Elevation Node TypePressure Discharge at Node at Node Notes H.1 129.0 T.14 129.0 4'9 12.0 16.97 T.15 129.0 14.08 H.3 129.0 14.37 T.16 129.0 14.43 H.4 129.0 14.47 T.17 129.0 14.51 T.25 119.0 14.75 T.31 109.0 19.3 T.30 109.0 24.13 S.1 104.0 24.47 PRV 100.0 27.41 MTR 100.0 44.36 STR 100.0 50.22 T.13 129.0 53.87 T.18 119.0 13.69 H.2 129.0 18.89 H.5 129.0 14.03 H.7 129.0 14.14 H.6 129.0 14.29 T.20 119.0 14.41 T.21 119.0 18.59 H.9 119.0 18.98 T.26 119.0 19.08 T.33 109.0 19.5 T.32 109.0 24.06 H.8 119.0 24.08 T.19 119.0 18.73 T.23 119.0 18.89 T.24 119.0 19.1 T.27 119.0 19.12 H.11 119.0 19.29 T.28 119.0 19.4 H.10 119.0 19.41 H.12 109.0 19.11 24.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .4 Final Calculations - Hazen-Williams Uponor Page 5 Date 12/6/2017 RIVER TERRACE EAST TH-One Head Calculation Hyd. Qa Dia. Fitting Pipe's Pt Ptt ******* Notes ****** "C" or g Pn Ref. Eqv. Ln. Total Pf Point Qt Pf/Ft H.1 6.19 0.671 Utb 17.0 7.000 12.000 K Factor=4.90 to 150.0 0.0 17.000 0.0 Vel= 5.62 2.082 0.0 24.000 ---- ---- - - -- 6.190.0867 _--- - --- T.14 ----_-- -- 14.082 T.14 -4.07 0.671 Utr 2.0 5.000 to 150.0 Utb 17.0 19.000 0.0 Vel= 1.92 0.288 0.024.000-_ ------_ ---- -- 2.12---.0.0120 -__ _- T.15-------T.15 0.0 0.671 Utr 2.0 3.000 14.370 to 150.0 0.0 2.000 Vel = 1.92 H.3 2.12 0.0120 0.0 5.000 0.060 0.0 0.671 Utr 2.0 1.000 14.430 0.0 to H.3 150.0 0.0 2.000 Vel= 1.92 - T.16 2.12 0.0120 0.0 3.000 0.036---- --- - - 2.000 14.466 T.16 0.0 0.671 Utr 2.0 0.0 2.000 0.0 to 150.0 0.048Vel = 1.92- - --_------- 0.0 4.000 H.4------ 2.12 0.0120 ---- 14.514 H.4 0.0 0.671 Utb 17.0 3.000 to 150.0 0.0 17.000 0.0 Vel= 1.92 0.0 20.000 0.240 T.17 2.12 0.0120 14.754 T.17 2.08 0.862 Utr 2.0 15.000 4.331 150.0 0.0 2.000 Vel= 2.31 to 0.213 T.25 0.0 17.000 --- 4.2---0.0125 ----- ---- T.25 0.47 0.862 Utb 17.0 19.000 19.298 0.0 14.000 4.331 to 150.0 T.31 4.67 0.0152 0.0 33.000 0.501 Vel= 2.57 T.31 3.77 1.054 0.0 20.000 24.130 0.0 0.0 0.0 to 150.0 T.30 8.44 0.0170 0.0 20.000 0.340 Vel= 3.10 8.53 1.054 Utr 4.0 6.000 24.470 T.30 2.166 to 150.0 T 2.44 6.440 Vel= 6.24 0.0 12.440 0.773 S.1 16.97 0.0621 27.409 0.0 0.0 1.054 2E 2.44 1.000 ** Fixed Loss= 15 S.1 2.440 16.732 150.0Vel= 6.24 to 0.0 3.440 .214 16.97 0.0622 ----_-_--- - -- 0 PRV --- 44.355 PRV 0.0 1.244 2E 3.443 100.000 3.350 **Fixed Loss= 3 to 150.0 0.0 3.443 Vel= 4.48 MTR 16.97 0.0277 0.0 103.443 2.867 MTR 0.0 0.995 E 2.336 35.000 50.222 to 150.0 T 5.841 9.345 0.0 Vel= 7.00 3 646 -- - G 1.168 44.345 ----. STR_-----_16.97_---0.0822_--_---_- .0 53.868 K Factor= 2.31 166.97 000 12.000 H.1 10.78 0.671 Utr 2.0 5. to 0.0 0.0 7.000 1.693 150.0 0.0 2.000 Vel= 9.78 T.13 10.78 0.2419 15.950 13.693 T.13 -2.08 0.862 Utr 2.0 4.331 2.000 150.0 0.0 Vel= 4.78to0.862 T.18 0.0 17.950 --_-_- 8.7 0.0480 ---------- T.18 -0.16 0.862 Utb 17.0 13.000 18.886 0.0 14.000 4.331 to 150.0 T.30 8.54 0.0464 0.0 27.000 1.253 Vel = 4.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I. Final Calculations - Hazen-Williams Uponor RIVER TERRACE EAST TH-One Head Calculation (H.1) Page 6 Date 12/6/2017 Hyd. Qa Dia Ref. „ „. Fitting Pipe P Pt Point Qt Pf/Ft or Ftn 's Eqv. Ln. Total Pf P� ******* Notes ****** 0.0 -----_- 8.54 T.13 24.470 K Factor= 1.73 2.08 0.671 Utb 17.0 10.000 to 150.0 13.693 ---- - - H.2 2.08 0.0115 Utr 2.0 19.000 0.0 0.0 29.000 H.2 0.0 0.671 0.334 Vel= 1.89 to Utr 2.0 8.000 14.027 150.0 0.0 2.000 H.5 2.08 0.0116 0.0 0.0 10.000 H.5 0.0 0.671 0.116 Vel= 1.89 to Utr 2.0 11.000 14.143 150.0 0.0 2.000 H.7 2.08 0.0115 0.0 --- ----------------------- 0.0 13.000 0.150 H.7 _--_---- ----------------_-. .------ 0.0 0.671 0.0 10.000 Vel= 1.89 ° 150.0 14.293 H.6 2.08 0.0115 0�0 0'0 0.0 H.6 0.0 10.000 0.115 0.0 0.671 Utb 17.0 Vel= 1.89 to 150.0 11.000 14.408 1.17 2.08 0.0115 Utr 2.0 19.000 0.0 -_ 0.0 30.000 0.346 -- ----------------_----------- 0.0 - Vel= 1.89 2.08 T.14 4.07 0 862 14.754 K Factor= 0.54 to 0.0 14.773 14.082 150.0 0.0 0.0 T.20 4.07 0.0118 4.331 T.20 0.0 14.773 0.175 -1.49 0.671 Utr 2.0 Vel= 2.24 to 150.0 4.000 18.588 T.21 2.58 0.0171 Utb 17.0 19.000 0.0 1 - .0 0 23..000000 - 23 T.21 0.393 0.0 0.671 Utr 2.0 Vel= 2.34 4.000 ----------------_------ to 150.0 18.981 --- H.9 2.58 0.0172 0.0 2.000 0.0 H.g 0.0 6.000 0.103 0.0 0.671 Utb 17.0 Vel= 2.34 to 150.0 7.000 19.084 1.26 2.58 0.0171 0.0 17.000 0.0 T.26 -----------0-0 -_ 24.000 0.411 Vel= 2.34 1.19 0.862 ----- - - --- to Utr 2.0 21.000 19.495 -- ------------------ 150.0 0.0 2.000 1.33 3.77 0.0102 4.331 -------------------------- T.33 - - 0.0 23.000 0.235 -0.30 0.862 - Vel= 2.07 to 24.061 2.000 ----- ------.------- 150.0 0.0 0.0 T.32 3.47 0.0085 0 0.0 T.32 .0 2.000 0.017 0.30 3 0.862 Utr 2.0 Vel= 1.91 to 150.0 .000 24.078 T.31 3.77 0.0104 0.0 2.000 0.0 0.0 5.000 0.052 0.0 Vel= 2.07 3.77 T.20 - - - 24.130 K Factor= 0.77 1.49 0.671 Utb 17.0 6.000 18.588 to 150.0 - ------ -------- H.8 1.49 0.0062 0.0 17.000 0.0 H.8 0.0 23.000 0.143 0.0 0.671 Utb 17.0 Vel= 1.35 to 150.0 6.000 18.731 T.19 1.49 0.0062 Utr 2.0 19.000 0.0 0.0 25.000 0.156 Vel= 1.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams or Page 7 Upon RIVER TERRACE EAST TH-One Head Calculation (H.1) Date 12/6/2017 P Pt Hy or Ftng's d. Qa Dia. Fitting Pipe Pt Pv ******* Notes ****** Point PoQt Pf/Ft Eqv. Ln. Total Pf Pn 0.16 0.671 Utr 2.0 10.000 18.887 T.1917.0 19 Utb .000 0.0 to 150.0 - T.23 0.0 29.000 0.218 Vel= 1-50 1.65 0.0075 --_-_- 19.105 ---- T.23 -0.30 0.671 Utr 2.0 1.000 9.0 t 0.317.0 6.000 19.121 150.0 2.000 Vel= 1.22 to 0.0 3 000 0.016 1.35 -- 0.0053 _ 0.0 -_-- T.24Utb T.24 0.30 0.67100 17.000 0.0 to 150.0 T.27 1.65 0.0075 0.0 23.000 0.173 Vel= 1.50 Utb 17.0 6.000 19.294 T.27 -0.46 0.671 Utr 2.0 19.000 0.0 to 150.0 H.11 1.19 0.0041 0.0 25.000 0.103 Vel= 1.08 0.0 0.671 0.0 3.000 19.397 H.11 0.0 0.0 0.0 to 150.0Vel= -1.08- ----- ---- 0.0 3.000 0.012 - 1.190.0040 ------------ ------ T.28_---_---_- 19.409 T.28 0.0 0.671 Utr 2.0 2.000 0.0 150.0 Utb 17.0 19.000Vel= 1.08 to 0.0 21.000 0.086 T.26 1.19 0.0041 0.0 19.495 K Factor= 0.27 1.19 0.16 0.862 Utb 17.0 5.000 18.886 T.18 0.0 14.000 0.0 to 150.0Vel= 0.09 ----_ -_---- 0.0 ----.19_000 0.001_---_----- T.19 ---_--_0.16_ --0.0001 ---_-_- --- 0.0 18.887 K Factor= 0.04 0.16 -----------_---------------------------_- - - Utb 17.0 6.000 19.105 T.23 0.30 0.671 2.0 19 Utr .000 0.0 to 150.0 H.10 0.3 0.0004 0.0 25.000 0.009 Vel= 0.27 Utb 17.0 5.000 19.114 H.10 0.0 0.0 0 0 17.000 0.0 to 150.0 Vel= 0.27 ---- 0.0 22.000 0.007 - Vel= T.24 0.3----0.0003---------- 0.019.121 K Factor= 0.07 -_ 0.33 0_----_------------------ T.27 2.000 19.294- - 0.46 0.862 Utb 17.0 0.0 150.0 0.0 14.000 0.004 Vel= 0.25 to 0.0 16.000 T.25 0.46 0.0002 0.0 19.298 K Factor= 0.10 --- - 0.46--_--- -------_--__----------------- 0.30 0.671 Utb 17.0 11.000 24.061 T.332.0 19.000 0.0 to 150.0 H.12 0.3 0.0003 0.0 30.000 0.009 Vel= 0.27 0.0 0.671 Utb 17.0 8.000 24.070 H.12 0.0 17.000 0.0 to 150.0 0.008 --- Vel= 0.27 T.32 0.0 25.000 0.3 --- 0.0003 ---_----- 0.0 24.078 K Factor= 0.06 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 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 AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE EAST TH -Two Head Calculation (H.7 & H.6) Drawing : RESIDENTIAL Location : UNIT K-6 1-1/2 SERVICE TIGARD OR 97223 Remote Area : 1 Contract : 19816F 035 Data File : 19816F 035 River Terr East K-6, 1-1_2 serv.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A Uponor Page 1 RIVER TERRACE EAST TH -Two Head Calculation (H.7& H.6) Date 12/6/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE EAST TH Date - 12/4/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 035 Calculated By - PATRICK BROWN 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 SENJU Model RC-RES I Elevation at Highest Outlet - 129 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0732 Psi Required 71.23 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) - 100 Elev. R Residual (Psi) - 95 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 RIVER TERRACE EAST TH-Two Head Calculation (H.7& H.6) Page 2 Date 12/6/2017 City Water Supply: Demand: Cl -Static Pressure : 100 D1 - Elevation 12.560 C2-Residual Pressure: 95 D2-System Flow : 26.073 C2- Residual Flow 300 D2-System Pressure : 71.226 Hose( Demand) D3-System Demand :26.073 Safety Margin : 28.719 150 140 130 p 120 R 110 Cl E 100 0 C2 -e S 90 S 80 D2 U 70 R 60 E 50 40 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW(NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 RIVER TERRACE EAST TH-Two Head Calculation (H.7 & H.6) Date 12/6/2017 Fitting Legend Abbrev. Name '/2 3 1 1'/. 1'/2 2 2% 3 3'/2 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 i r • Flow Summary - NFPA 2007 Uponor RIVER TERRACE EAST TH-Two Head Calculation (H.7&H.6) Page 4 Date 12/6/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 100.0 95 300.0 99.946 26.07 71.226 NODE ANALYSIS Pressure Node Tag Elevation Node Type at Node at Node Discharge Notes H.7 129.0 4.9 7.04 13.0 H.5 129.0 10.49 H.2 129.0 13.14 T.13 129.0 20.83 T.18 119.0 26.15 T.30 109.0 32.74 S.1 104.0 36.61 PRV 100.0 53.82 MTR 100.0 63.16 STR 100.0 71.23 H.6 129.0 4.9 7.12 13.07 T.17 129.0 20.07 T.25 119.0 25.88 T.31 109.0 31.82 H.4 129.0 20.45 T.16 129.0 20.53 H.3 129.0 20.58 T.15 129.0 20.68 T.14 129.0 21.14 T.20 119.0 25.69 T.21 119.0 26.2 H.9 119.0 26.34 T.26 119.0 26.87 T.33 109.0 31.68 T.32 109.0 31.72 H.1 129.0 20.9 H.8 119.0 25.88 T.19 119.0 26.07 T.27 119.0 26.01 H.11 119.0 26.44 T.28 119.0 26.5 T.24 119.0 26.04 T.23 119.0 26.04 H.10 119.0 26.04 H.12 109.0 31.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams e 5 ag Uponor PPage 52/6/2017 RIVER TERRACE EAST TH-Two Head Calculation (H.7 &H.6) Hyd. Qa DiaFitting Pipe Pt Pt ******* Notes ****** Ref. .C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.7 11.33 0.671 Utr 2.0 11.000 7.040 KFactor=4.90 to 150.0 0.0 2.000 0.0 Vel= 10.28 0.0 13.000 3.447 H.5 11.33__. 0.2652 - -- - - H.5 0.0 0.671 Utr 2.0 8.000 10.487 to 150.0 0.0 2.000 0.0 Vel= 10.28 H.2 11.33 0.2651 0.0 10.000 2.651 - - H.2 0.0 0.671 Utb 17.0 10.000 13.138 to 150.0 Utr 2.0 19.000 0.0 Vel= 10.28 T.13 11.33 0.2651 0.0 29.000 7.689 T.13 -1.93 0.862 Utr 2.0 15.950 20.827 to 150.0 0.0 2.000 4.331 T.18 9.4 0.0554 0.0 17.950 0.995 Vel= 5.17 - - - -__T.18 2.32 0.862 Utb 17.0 13.000 26.153 to 150.0 0.0 14.000 4.331 Vel= 6.44 0.0 27.000 2.251 - T.30 - - 11.72 0.0834 - - -T.30 14.35 1.054 Utr 4.0 6.000 32.735 to 150.0 T 2.44 6.440 2.166 Vel = 9.59 S.1 26.07 0.1374 0.0 12.440 1.709 S.1 0.0 1.054 2E 0.04 1.000 2.440 10 150.016.732 **Fixed Loss= 15 toVel = 9.59 0.0 3.440 0.474 PRV 26.07 0.1378 _ - PRV 0.0 1.244 2E 3.443 100.000 53.816 to 150.0 0.0 3.443 3.000 Vel**Fid.Loss oss= 3 Fixed MTR 26.07 0.0613 0.0 103.443 6.342 MTR 0.0 0.995 E 2.336 35.000 63.158 to 150.0 T 5.841 9.345 0.0 Vel= 10.76 STR 26.07 0.1819 G 1.168 44.345 8.068 0.0 26.07 71.226 K Factor= 3.09 H.7 1.67 0.671 0.0 10.000 7.040 to 150.0 0.0 0.0 0.0 Vel= 1.52 H.6 1.67 0.0077 0.0 10.000 0.077 H.6 13.07 0.671 Utb 17.0 11.000 7.117 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 Vel= 13.37 T.17 14.74 0.4317 0.0 30.000 12.952 T.17 -2.73 0.862 Utr 2.0 15.000 20.069 to 150.0 0.0 2.000 4.331 Vel = 6.60 0.0 17.000 1.483 T.25 12.01 0.0872. --- T.25 -3.23 0.862 Utb 17.0 19.000 25.883 to 150.0 0.0 14.000 4.331 Vel = 4.83 T.31 8.78 0.0488 0.0 33.000 1.611 T.31 5.57 1.054 0.0 20.000 31.825 to 150.0 0.0 0.0 0.0 Vel= 5.28 T.30 14.35 0.0455 0.0 20.000 0.910 0.0 14.35 32.735 K Factor= 2.51 T.17 2.73 0.671 Utb 17.0 3.000 20.069 to 150.0 0.0 17.000 0.0 Vel= 2.48 H.4 2.73 0.0190 0.0 20.000 0.381 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Final Calculations - Hazen-Williams Uponor RIVER TERRACE EAST TH -Two Head Calculation (H.7& H.6) Page 6 Date 12/6/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Notes Pn H.4 0.0 0.671 Utr 2.0 2.000 20.450 to 150.0 0.0 2.000 0.0 T.16 2.73 0.0192 0.04.000 0.077 - - - _ --- - ---- Vel = 2.48 T.16 0.0 0.671 to Utr 2.0 1.000 20.527 150.0 0.0 2.000 0.0 H.3 2.73 0.0190 .0 3.000 0.057 Vel = 2.48 H.3 0.0 0.671 Utr 2.0 3.000 20.584 to 150.0 0.0 2.000 - - T.15 2.73 0.0192 0.0 0.0 5.000 0.096 Vel= 2.48 T.15 0.0 0.671 Utr 2.0 5.000 20.680 to 150.0 Utb 17.0 19.000 0.0 T.14 2.73 0.0191 0.0 24.000 0.458 T.14 1.93 0.862 Vel= 2.48 to 0.0 14.773 21.138 150.0 0.0 0.0 4.331 T.20 4.66 0.0151 0.0 14.773 - -- -- -- 0.223 - ---- -- -- -- Vel = 2.56 T.20 -1.70 0.671 to Utr 2.0 4.000 25.692 150.0 Utb 17.0 19.000 0.0 T.21 2.96 0.0222 0.0 23.000 0.510 Vel= 2.69 T.21 0.0 0.671 Utr 2.0 4.000 26.202 to 150.0 0.0 2.000 0.0 H.9 2.96 0.0222 0.0 6.000 0.133 ----- -- ---- -- -- -- ------ ----Vel= 2.69 H.9 - - ------ 0.0 0.671 Utb 17.0 7.000 26.335 to 150.0 0.0 17.000 0.0 T.26 2.96 0.0222 0.0 24.000 0.532 T.26 2.62 0.862 Vel= 2.69 to Utr 2.0 21.000 26.867 150.0 0.0 2.000 4.331 T.33 5.58 0.0211 0.0 23.000 0.485 T.33 -0.45 0.862 Vel = 3.07 to 0�0 2.000 31.683 150.0 0.0 0.0 0.0 T.32 5.13 0.0180 0.0 2.000 0.036 T.32 0.45 0.862 Utr 2.0 Vel= 2.82 to 3.000 31.719 150.0 0.0 2.000 0.0 T.31 5.58 0.0212 0.0 5.000 0.106 0.0 Vel= 3.07 5.58 - - - 31.825 K Factor= 0.99 T.13 1.93 0.671 Utr 2.0 5.000 20.827 - - to 150.0 0.0 2.000 0.0 H.1 1.93 0.0100 .0 7.000 0.070 Vel = 1.75 H.1 0.0 0.671 Utb 17.0 7.000 20.897 to 150.0 0.0 17.000 0.0 T.14 1.93 0.0100 0.0 24.000 0.241 0.0 Vel= 1.75 1.93 21.138 K Factor= 0.42 T.20 1.70 0.671 Utb 17.0 6.000 25.692 to 150.0 0.0 17.000 0.0 H.8 1.7 0.0080 0.0 23.000 0.183 Vel= 1.54 H.8 0.0 0.671 Utb 17.0 6.000 25.875 to 150.0 Utr 2.0 19.000 0.0 T.19 1.7 0.0079 0.0 25.000 0.198 Vel= 1.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a Final Calculations - Hazen-Williams e 7 ag Uponor PPage 72/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.7 &H.6) Hyd. Qa Dia. Fitting Pipe Pt Pt Pv ******* Notes ****** Ref. Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.19 0.62 0.862 Utb 17.0 5.000 26.073 to 150.0 0.0 14.000 0.0 Vel= 1.28 - - - - 0.0 19.000 0.080 T.18 2.32. 0.0042 - - 0.0 2.32 26.153 K Factor= 0.45 T.25 3.24 0.862 Utb 17.0 2.000 25.883 to 150.0 0.0 14.000 0.0 Vel= 1.78 T.27 3.24 0.0077 0.0 16.000 0.123 T.27 -0.63 0.671 Utb 17.0 6.000 26.006 to 150.0 Utr 2.0 19.000 0.0 Vel= 2.37 . - H.11 - - - 2.61 0.0176 0.0 25.000 0.439-_ - - -- - - - - - - H.11 0.0 0.671 0.0 3.000 26.445 to 150.0 0.0 0.0 0.0Vel= 2.37 T.28 2.61 0.0177 0.0 3.000 0.053 T.28 0.0 0.671 Utr 2.0 2.000 26.498 to 150.0 Utb 17.0 19.000 0.0 Vel 2.37 T.26 2.61 0.0176 ----- 0.0 21.000 0.369 0.0 2.61 26.867 K Factor= 0.50 T.27 0.62 0.671 Utb 17.0 6.000 26.006 to 150.0 0.0 17.000 0.0 Vel= 0.56 T.24 0.62 0.0013 0.0 23.000 0.029 T.24 -0.11 0.671 Utr 2.0 1.000 26.035 to 150.0 0.0 2.000 0.0 0.0 - 3.000 0.002 Vel = 0.46 T.23 0.510.0007 - -- - T.23 0.11 0.671 Utr 2.0 10.000 26.037 to 150.0 Utb 17.0 19.000 0.0 Vel = 0.56 T.19 0.62 0.0012 0.0 29.000 0.036 0.0 0.62 26.073 K Factor= 0.12 T.24 0.12 0.671 Utb 17.0 5.000 26.035 to 150.0 0.0 17.000 0.0 H.10 0.12 0.0 0.0 22.000 0.001 Vel= 0.11 H.10 0.0 0.671 Utb 17.0 6.000 26.036 to 150.0 Utr 2.0 19.000 0.0 Vel= 0.11 T.23 0.12 0.0 0.0 25.000 0.001 0.0 0.12 26.037 K Factor= 0.02 83 T.33 0.44 0.671 Utb 17.0 11.000 31.6 to 150.0 Utr 2.0 19.000 0.0 Vel = 0.40 H.12 0.44 0.0007 0.0 30.000 0.020 H.12 0.0 0.671 Utb 17.0 8.000 31.703 to 150.0 0.0 17.000 0.0 Vel= 0.40 0.0 25.000 0.016 T.32 0.44 0.0006 - 0.0 0.44 31.719 K Factor= 0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087