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Report (78)
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 AtRef Undergt round 150 Summary C-Factor Used: Overhead 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-One Head Calculation (H.1) Page 2 Date 12/6/2017 City Water Supply: C1 -Static Pressure : 100 Demand: C2- Residual Pressure: 95 D1 -Elevation : 12.560 C2- Residual Flow : 300 D2-System Flow : 16.974 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 0 ------__ C2-e _ S 90 S 80 U 70 R 60 U E 50 L1. ......... .. . . . . . . . . . . . . . . . . . . . . . . 40 30 20 10 50 100 150 200 250 . 300 .350 FLOW(N A 1.85) 400 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 3 Uponor Date 32/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H.1) Fitting Legend Abbrev. Name 1/2 '/a 1 11/4 11/2 2 21/2 3 31/2 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 J 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) Page 4 Date 12/6/2017 SUPPLYANALYSIS Node at Static Residual Source Pressure Pressure Available Flow Pressure Total Demand Required Pressure SIR 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 14.0 16.97 T.15 129.0 14.37 14.37 H.3 129.0 T.16 129.0 14.43 7 H.4 129.0 14.5 14.51 T.17 129.0 T.25 119.0 14.7519 T.31 109.0 .3 T.30 109.0 24.13 27.47 .36 S.1 104.0 1 PRV 100.0 4 MTR 100.0 504. STR 100.0 50.22 2 53.87 T.13 129.0 T.18 119.0 13.69 H.2 129.0 H.5 129.0 14.03 18.89 H.7 129.0 14.14 9 14.4 H.6 129.0 14.41 T.20 119.0 T.21 119.0 18.59 18.98 H.9 119.0 19.08 T.26 119.0 T.33 109.0 T.32 24.06 19.5 109.0 24.08 H.8 119.0 18.73 T.19 119.0 18.89 T.23 119.0 19.1 T.24 119.0 19.12 T.27 119.0 H.11 119.0 19.29 19.4 T.28 119.0 19.41 H.10 119.0 1 H.12 109.0 24.07. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 Uponor Page 52/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H.1) Hyd. Qa Dia. Fitting PPipePt Pt ****** Point Qt Cor 9's Pe ******* Notes PoPf/Ft Eqv. Ln. Total Pf Pn 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 0.0 24.000 2.082 T.14 6.19 0.0867 - -- ------- T.14 -4.07 0.671 Utr 2.0 5.000 14.082 to 150.0 Utb 17.0 19.000 0.0 Vel= 1.92 T.15 0.0 24.000 0.288- 2.12 0.0120 - - ----------- ------------- - T.15 0.0 0.671 Utr 2.0 3.000 14.370 150.0 0.0 2.000 0.0 Vel = 1.92 to 0.0 5.000 0.060 H.3 2.12 0.0120 0.0 0.671 Utr 2.0 1.000 14.430 H.3 0.0 2.000 0.0 to 150.0 Vel= 1.92-__ -__-- __- -- 0.036 - 0.0--- --..3.000__- --- T.16 - - 2.12 --.0.0120 _ --_-- ---- 14.466 T.16 0.0 0.671 Utr 2.0 2.000 0.0 to 150.0 0.0 2.000 = 1.92----- - - _ H.4 ----- -2.12Vel 0.0 4.000 0.048 Vel 0.0120 ---__-- --- - - _ H.4 0.0 0.671 Utb 17.0 3.000 14.514 to 150.0 0.0 17.000 0.0 Vel= 1.92 T.17 2.12 0.0120 0.0 20.000 0.240 T.17 2.08 0.862 Utr 2.0 15.000 14.754 to 150.0 0.0 2.000 4.331 Vel= 2.31 0.0 17.000 0.213 T.25 __---- 4.2 -- -0.0125-- -- ---- - - --- T.25 0.47 0.862 Utb 17.0 19.000 19.298 to 150.0 0.0 14.000 4.331 Vel= 2.57 T.31 4.67 0.0152 0.0 33.000 0.501 T.31 3.77 1.054 0.0 20.000 24.130 150.0 0.0 0.0 0.0 to T.30 8.44 0.0170 0.0 20.000 0.340 Vel = 3.10 T.30 8.53 1.054 Utr 4.0 6.000 24.470 to 150.0 T 2.44 6.440 2.166 0.0 12.440 0.773 Vel= 6.24 S.1 16.97 0.0621 7.409 S.1 0.0 1.054 2E 2.44 1.000 2 27.402 ** Fixed Loss= 15 to 150.0 0.0 2.440 Vel= 6.24 -_-- -_--- PRV--- 16.97_ 0.0622 0.0 3.440 0.214-------- PRV 0.0 1.244 2E 3.443 100.000 44.355 Fixed Loss= 3 to 150.0 0.0 3.443 3.000 Vel** Fi4.48 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 STR 16.97 0.0822 G 1.168 44.345 3.646 0.0 53.868 K Factor= 2.31 16.97 H.1 10.78 0.671 Utr 2.0 5.000 12.000 to 150.0 0.0 2.000 0.0 Vel= 9.78 T.13 10.78 0.2419 0.0 7.000 1.693 T.13 -2.08 0.862 Utr 2.0 15.950 13 393 to 150.0 0.0 2.000 Vel= 4.78- -- -- _-_ 0.0 17.950 0.862 Vel T.18 8.7 0.0480-- --_ - T.18 -0.16 0.862 Utb 17.0 13.000 18.886 to 150.0 0.0 14.000 4.331 Vel= 4.69 T.30 8.54 0.0464 0.0 27.000 1.253 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor RIVER TERRACE EAST TH-One Head Calculation (H.1) Page 6 Date 12/6/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 8.54 24.470 K Factor= 1.73 T.13 2.08 0.671 Utb 17.0 10.000 13.693 to 150.0 Utr 2.0 19.000 0.0 H.2 2.08 0.0115 0.0 29.000 0.334 H.2 0.0 0.671 Utr 2.0 8.000 14.027 Vel = 1.89 to 150.0 0.0 2.000 0.0 H.5 2.08 0.0116 0.0 10.000 0.116 H.5 0.0 0.671 Utr 2.0 11.000 14.143 Vel = 1.89 to 150.0 0.0 2.000 0.0 H.7 2.08 0.0115 0.0 13.000 0.150 Vel= 1.89 H.7 0.0 0.671 0.0 10.000 14.293 - to 150.0 0.0 0.0 0.0 H.6 2.08 0.0115 0.0 10.000 0.115 H.6 0.0 0.671 Utb 17.0 11.000 14.408 Vel = 1.89 to 150.0 Utr 2.0 19.000 0.0 T.17 2.08 0.0115 0.0 30.000 0.346 Vel= 1.89 0.0 2.08 14.754 K Factor= 0.54 T.14 4.07 0.862 0.0 14.773 14.082 to 150.0 0.0 0.0 4.331 T.20 4.07 0.0118 0.0 14.773 0.175 T.20 -1.49 0.671 Utr 2.0 4.000 18.588 Vel = 2.24 to 150.0 Utb 17.0 19.000 0.0 T.21 2.58 0.0171 0.0 23.000 0.393 Vel= 2.34 T.21 0.0 0.671 Utr 2.0 4.000 18.981 to 150.0 0.0 2.000 0.0 H.9 2.58 0.0172 0.0 6.000 0.103 H.9 0.0 0.671 Utb 17.0 7.000 19.084 Vel = 2.34 to 150.0 0.0 17.000 0.0 T.26 2.58 0.0171 0.0 24.000 0.411 -..Vel = 2.34 T.26 1.19 0.862 Utr 2.0 21.000 19.495 to 150.0 0.0 2.000 4.331 T.33 3.77 0.0102 0.0 23.000 0.235 - - - -- Vel = 2.07 3 -0.30 0.862 0.0 2.000 24.061 to 150.0 0.0 0.0 0.0 T.32 3.47 0.0085 0.0 2.000 0.017 T.32 0.30 0.862 Utr 2.0 3.000 24.078 Vel = 1.91 to 150.0 0.0 2.000 0.0 T.31 3.77 0.0104 0.0 5.000 0.052 Vel = 2.07 0.0 3.77 24.130 K Factor= 0.7.7 T.20 1.49 0.671 Utb 17.0 6.000 18.588 to 150.0 0.0 17.000 0.0 H.8 1.49 0.0062 0.0 23.000 0.143 H.8 0.0 0.671 Utb 17.0 6.000 18.731 Vel = 1.35 to 150.0 Utr 2.0 19.000 0.0 T.19 1.49 0.0062 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 Page 7 Uponor Date 72/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H.1) Hyd. Qa Dia. Fitting Pipe Pt Pt .**•«** Notes *""""" Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.19 0.16 0.671 Utr 2.0 10.000 18.887 to 150.0 Utb 17.0 19.000 0.0 T.23 1.65 0.0075 0.0 29.000 0.218Vel= 1.50 - - --- T.23 -0.30 0.671 Utr 2.0 1.000 19.105 to 150.0 0.0 2.000 0.0 T.24 1.35 0.0053 0.0 3.000 0.016 Vel = 1.22 T.24 0.30 0.671 Utb 17.0 6.000 19.121 to 150.0 0.0 17.000 0.0 T.27 1.65 0.0075 0.0 23.000 0.173 Vel = 1.50 T.27 -0.46 0.671 Utb 17.0 6.000 19.294 to 150.0 Utr 2.0 19.000 0.0 Vel = 1.08 H.11 1.19 0.0041 0.0 25.000 0.103 H.11 0.0 0.671 0.0 3.000 19.397 to 150.0 0.0 0.0 0.0 T.28 1.19 0.0040 _- - - 0.03.000 0.012 Vel = 1.08 T.28 0.0 0.671 Utr 2.0 2.000 19.409 to 150.0 Utb 17.0 19.000 0.0 Vel = 1.08 T.26 1.19 0.0041 0.0 21.000 0.086 .0 1.19 19.495 K Factor= 0.27 1 T.18 0.16 0.862 Utb 17.0 5.000 18.886 to 150.0 0.0 14.000 0.0 T.19 0.16 0.0001 0.0 19.000Vel= 0.09.-- _ 0.001 0.0 0.16 18.887 K Factor= 0.04 T.23 0.30 0.671 Utb 17.0 6.000 19.105 to 150.0 Utr 2.0 19.000 0.0 Vel= 0.27 H.10 0.3 0.0004 0.0 25.000 0.009 H.10 0.0 0.671 Utb 17.0 5.000 19.114 to 150.0 0.0 17.000 0.0 Vel= 0.27 T.24 0.3 0.0003 0.0 22.000 0.007 0.0 0.30 19.121 K Factor= 0.07 T.27 0.46 0.862 Utb 17.0 2.000 19.294 to 150.0 0.0 14.000 0.0 T.25 0.46 0.0002 0.0 16.000 0.004 Vel = 0.25 0.0 0.46 19.298KFactor= 0.10 T.33 0.30 0.671 Utb 17.0 11.000 24.061 to 150.0 Utr 2.0 19.000 0.0 Vel = 0.27 H.12 0.3 0.0003 0.0 30.000 0.009 H.12 0.0 0.671 Utb 17.0 8.000 24.070 to 150.0 0.0 17.000 0.0 T.32 0.3 0.0003 0.0 25.000 0.008 Vel= 0.27 0.0 0.30 24.078 K Factor= 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 3 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 0S I 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) Paget2 Date 12/6/2017 City Water Supply: Cl -Static Pressure 100 Demand: C2- Residual Pressure: 95 D1 -Elevation : 12.560 C2- Residual Flow : 300 D2-System Flow : 26.073 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 S 90 S 80 D2 U 70 R 60 E 50 40 30 20 a 10 D1 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 Uponor RIVER RIVER TERRACE EAST TH-Two Head Calculation (H.7 &H.6) Date 12/6/2017 Fitting Legendg 10 12 14 16 18 20 24 Abbrev. Name 1/2 'Aa 1 1% 11/2 2 2% 3 3% 4 5 6 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 455 50 613 E 90'Standard ElbowG 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 11 T Generic Gate Valve 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 T 90'Flow thru Tee 0 0 0 0 0 0 0 0 0 0 0 Utb* Aquapex Tee-Branch 2 17 14 19 22 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr` Aquapex Tee-Run 1 2 2 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch J Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 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 Node Tag Elevation Node TypePressure Discharge at Node at Node 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 Page 5 Uponor RIVER TERRACE EAST TH-Two Head Calculation (H.7&H.6) Date 12/6/2017 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.7 11.33 0.671 Utr 2.0 11.000 7.040 KFactor=4.90 to 150.0 0.0 2.000 0.0 Vl= 10.28 0.0 - 13.000- e - 3.447 - e 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 0.0 10.000 2.651 - H.2 11.33 0.2651 - -- - -- -- 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 Vel= 5.17 0.0554 -- ---- 0.0 17.950 0.995 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--- -- - - - PRV ----26.07 0.1378__-- ---- 0.0 3.440 0.474 PRV 0.0 1.244 2E 3.443 100.000 53.816 Loss= 3 to 150.0 0.0 3.443 3.000 Vel** Fixed d.LL8 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 KFactor= 3.09 71.226Factor= 26.07 - -- - - ---------- H.7 1.67 0.671 0.0 10.000 7.040 150.0 0.0 0.0 0.0 to 0.0 10.000 0.077 Vel = 1.52 H.6 1.67 0.0077 H.6 13.07 0.671 Utb 17.0 11.000 7.117 KFactor=4.90 to 150.0 Utr 2.0 19.000 0.0 Vel 13.37 0.0 30.000 12.952 T.17 14.74 0.4317. T.17 -2.73 0.862 Utr 2.0 15.000 20.069 to 150.0 0.0 2.000 4.331 0.0 17.000 - 1.483 Vel= 6.60 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 0.0Vel= 5.28 T.30 14.35 0.0455 0.0 20.000 0.910 0.0 32.735 K Factor= 2.51 14.35 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 . Final Calculations - Hazen-Williams Uponor RIVER TERRACE EAST TH -Two Head Calculation (H.7& H.6) Dat 6 te 12/6/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf 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 Utr 2.0 1.000 20.527 to 150.0 0.0 2.000 0.0 H.3 2.73 0.0190 0.0 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 0.0 T.15 2.73 0.0192 0.0 5.000 0.096 T.15 0.0 0.671 Utr 2.0 5.000 20.680 Vel= 2.48 to 150.0 Utb 17.0 19.000 0.0 T.14 2.73 0.0191 0.0 24.000 0.458 Vel = 2.48 T.14 1.93 0.862 0.0 14.773 21.138 to 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 Utr 2.0 4.000 25.692 to 150.0 Utb 17.0 19.000 0.0 T.21 2.96 0.0222 0.0 23.000 0.510 T.21 0.0 0.671 Utr 2.0 4.000 26.202 Vel= 2.69 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 Utr 2.0 21.000 26.867 Vel= 2.69 to 150.0 0.0 2.000 4.331 T.33 5.58 0.0211 0.0 23.000 0.485 Vel= 3.07 T.33 -0.45 0.862 0.0 2.000 31.683 to 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 3.000 31.719 Vel = 2.82 to 150.0 0.0 2.000 0.0 T.31 5.58 0.0212 0.0 5.000 0.106 - - - Vel = 3.07 0.0 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.11.93 0.0100 0.0 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 Vel= 1.75 0.0 1.93 21.138 K Factor= 0.4.2 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 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 ******* Notes ****** Ref. "C" or Ftng's Pe Pv 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 T.18 2.32 0.0042Vel = 1.28- - - - - 0.0 19.000 - - 0.080- - - - - 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 T.27 3.24 0.0077 0.0 16.000 0.123 Vel= 1.78 T.27 -0.63 0.671 Utb 17.0 6.000 26.006 to 150.0 Utr 2.0 19.000 0.0 H.11 2.61 0.0176 0.0 25.000 0.439 Vel= 2.37 H.11 0.0 0.671 0.0 3.000 26.445 to 150.0 0.0 0.0 0.0 T.28 2.61 0.0177 0.0 3.000 0.053 Vel = 2.37 T.28 0.0 0.671 Utr 2.0 2.000 26.498 to 150.0 Utb 17.0 19.000 0.0 T.26 2.61 0.0176 0.0 21.000 0.369 Vel = 2.37 0.0 K Factor= 0.50 2.61 26.867._ T.27 0.62 0.671 Utb 17.0 6.000 26.006 to 150.0 0.0 17.000 0.0 T.24 0.62 0.0013 0.0 23.000 0.029 Vel= 0.56 T.24 -0.11 0.671 Utr 2.0 1.000 26.035 to 150.0 0.0 2.000 0.0 T.23 0.51 0.0007 0.0 3.000 0.002 Vel = 0.46 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 T.33 0.44 0.671 Utb 17.0 11.000 31.683 to 150.0 Utr 2.0 19.000 0.0 H.12 0.44 0.0007 0.0 30.000 0.020 Vel = 0.40 H.12 0.0 0.671 Utb 17.0 8.000 31.703 to 150.0 0.0 17.000 0.0 T.32 0.44 0.0006 0.0 25.000 0.016 Vel = 0.40 0.0 0.44 31.719 K Factor= 0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087