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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 57.37 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-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 : 12.560 C2- Residual Flow : 300 D2-System Flow : 16.974 D2-System Pressure : 57.365 Hose(Demand) D3-System Demand : 16.974 Safety Margin : 42.610 150 140 130 p 120 R 110 Cl E 100 ° C2 S 90 S 80 U 70 R 60 D2 E 50 40 30 ' 20 10 D1 50 100 150 200 250 . . . . . .300 . . 350 400 450 FLOW N ^ 1.85) 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 Legend10 12 14 16 18 20 24 Abbrev. Name '/2 % 1 1'/4 11/2 2 21/2 3 31/2 4 5 6 8 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90 Floc 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 Utb* Aquapex Tee-Branch 2 172 142 9 122 17 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 RIVER TERRACE EAST TH-One Head Calculation (H.1) 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 99.975 16.97 57.365 NODE ANALYSIS Pressure Node Tag Elevation Node Type at Node at Node Discharge Notes H.1 129.0 4.9 12.0 16.97 T.14 129.0 14.08 T.15 129.0 14.37 H.3 129.0 14.43 T.16 129.0 14.47 H.4 129.0 14.51 T.17 129.0 14.75 T.25 119.0 19.3 T.31 109.0 24.13 T.30 109.0 24.47 S.1 104.0 27.41 PRV 100.0 44.36 MTR 100.0 53.72 STR 100.0 57.36 T.13 129.0 13.69 T.18 119.0 18.89 H.2 129.0 14.03 H.5 129.0 14.14 H.7 129.0 14.29 H.6 129.0 14.41 T.20 119.0 18.59 T.21 119.0 18.98 H.9 119.0 19.08 T.26 119.0 19.5 T.33 109.0 24.06 T.32 109.0 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 19.29 H.11 119.0 19.4 T.28 119.0 19.41 H.10 119.0 19.11 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 Date 52/6/2017 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 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 T.14 6.19 0.0867 0.0 24.000 2.082 Vel= 5.62__ 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 2.12 0.0120 0.0 24.000 0.288 T.15 0.0 0.671 Utr 2.0 3.000 14.370 to 150.0 0.0 2.000 0.0 Vel= 1.92 H.3 2.12 0.0120 0.0 5.000 0.060 H.3 0.0 0.671 Utr 2.0 1.000 14.430 to 150.0 0.0 2.000 0.0 T.16 2.12 ._ _0.0120 - - 0.0 3.000- - - 0.036 - - - - - --- Vel= 1.92 T.16 0.0 0.671 Utr 2.0 2.000 14.466 to 150.0 0.0 2.000 0.0 0.0 4.000 0.048 Vel = 1.92 H.4 2.120.0120 -- 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 T.25 4.2 0.0125 0.0 17.000 0.213 Vel= 2.31 - - - - - - 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 to 150.0 0.0 0.0 0.0 Vel= 3.10 T.30 8.44 0.0170 0.0 20.000 0.340 T.30 8.53 1.054 Utr 4.0 6.000 24.470 to 150.0 T 2.44 6.440 2.166 Vel= 6.24 S.1 16.97 0.0621 0.0 12.440 0.773 S.1 0.0 1.054 2E 2.44 1.000 27.409 to 150.0 0.0 2.440 16.732 Vel** Fixed Loss= 15 6.24 PRV 16.97 0.0 3.440 0.214---_..0.0622 PRV 0.0 1.054 2E 2.44 100.000 44.355 to 150.0 0.0 2.440 3.000 Vel** Fixed Loss= 3 6.24 MTR 16.97 0.0621 0.0 102.440 6.363 MTR 0.0 0.995 E 2.336 35.000 53.718 to 150.0 T 5.841 9.345 0.0 Vel= 7.00 STR 16.97 0.0822 G 1.168 44.345 3.647 0.0 16.97 57.365 KFactor= 2.24 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 13.693 to 150.0 0.0 2.000 4.331 T.18 8.7 0.0480 0.0 17.950 0.862 Vel= 4.78 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 r • Final Calculations - Hazen-Williams Uponor RIVER TERRACE EAST TH-One Head Calculation (H.1) Paget6 Date 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 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 Vel = 1.89 H.2 0.0 0.671 Utr 2.0 8.000 14.027 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 0.013.000 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 1.33 3.77 0.0102 0.0 23.000 0.235 Vel = 2.07 T.33 -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 Vel= 1.91 T.32 0.30 0.862 Utr 2.0 3.000 24.078 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= 0.77 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 h 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 Vel = 1.50 T.23 1.65 0.0075 0.0 29.000 0.218 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 Vel= 1.50 T.27 1.65 0.0075 0.0 23.000 0.173 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 0.0 3.000 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. 0 1.11 9 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 19.000 0.001 Vel= 0.09 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 T.24 0.3 0.0003 0.0 22.000 0.007 Vel = 0.27 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 K Factor= 0.10 0.46 19.298 T.33 0.30 0.671 Utb 17.0 11.000 24.061 to 150.0 Utr 2.0 19.000 0.0 H.12 0.3 0.0003 0.0 30.000 0.009 Vel= 0.27 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 sir RECEIVED FEB 6 2018 I here by certify that this plan, specification CITY OF TIGARD or report was prepared by me or under my �ILT�i DIVISION direct supervision and that I am NICET Certified at Level IV. Brent D Kotula Date: Req. No. 113889 I 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 1-1/4 SERVICE TIGARD OR 97223 Remote Area : 1 Contract : 19816F 035 Data File : 19816F 035 River Terr East K-6, 1-1_4 serv.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .I: Page 1 Uponor Date 12/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.7 & H.6) HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE EAST TH Date - 12/4/17 Location - TIGARD OR 97223 System No. - 1 Building - RESIDENTIAL 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 Date T ( ) Specific Ruling Made by E S stem Type• Listed Flow at Start Point - 13 Gpm Y Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry PreAction D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge 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 SiSize ee7/16re Rating Factor 4.9 G Note: N Calculation Gpm Required 26.0732 Psi Required 78.96 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 t RIVER TERRACE EAST TH-Two Head Calculation (H.7& H.6) Page 2 Date 12/6/2017 City Water Supply Cl -Static pressure : 100 C2- Residual Pressure: 95 Demand: C2- Residual Flow : 300 D1 -Elevation : 12.560 D2-System Flow : 26.073 D2-System Pressure : 78.963 Hose (Demand) : D3-System Demand :26.073 Safety Margin : 20.983 EiHH1' Mill 1111.111111111111111.1111111MIN 111111111111111111111111111111 p 120 ■ __ IIIIIIIIII 1111111111111 R 110 a■ _ MEI MEM E 100 '�m __ S 10 r■-_- 1 D2 min 0.1... ......1.1.1mines S 80 __ : : 1IiiiIIiii 1111111111__ 1111111111111 40 1■-__ 1111111111 ■ � _ 30 MOM 11111.11111111 MI. 111111111111 20 �■ _ 10 iM-__ 1111111111 1111111111111 50 100 150 200 250 300 350 400 FLOW(N A 1.85) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary R3Page Pg12/6/2017VER & RIVER TERRACE EAST TH-Two Head Calculation (H.7 H.6) Date 3 Fitting Legend +/2 ,/ 1 1+/4 1'/I 2 21/2 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 Abbrev. Name 2 2 2 3 4 5 6 7 8 10 12 14 18 22 227 35 40 10 45 5110 61 G3 E 90'Generic t Elbowaly1 1 1 1 1 1 1 1 1 2 2 3 4 5 T 90 Floc Gate Valve 3 4 5 6 8 10 12 15 17 20 25 303 335 550 660 71 81 991 0 101 121 T Aq Flow tTe Tee 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 UtUtr* Aquapex Tee-Ru Branch 1 2 2 4 2 1 0 0 0 0 0 0 0 Aquapex Tee-Run 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 M 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 78.963 NODE ANALYSIS Node Tag Elevation Node TypePressure Discharge at Node at Node Notes H.7 129.0 H.5 129.0 4'9 7.0413.0 H.2 129.0 130.44 T.13 129.0 13.14 T.18 119.0 20.83 32.36. 15 T.30 109.0 74 S.1 104.0 PRV 100.0 36.61 4 MTR 100.0 53.82 STR 100.0 70.9 H.6 129.0 78.96 T.17 129.0 4'9 7. 13.07 1.25 119.0 250.807 8 25.88. 2 T.31 109.0 H.4 129.0 T.16 129.0 20.455 H.3 129.0 20.53 T.15 129.0 20.58 2 T.14 129.0 1. 214 T.20 119.0 . T.21 119.0 25.69 9 H.9 119.0 26.2 T.26 119.0 26.87 3 T.33 109.0 T.32 109.0 311..768 H.1 129.0 31.72 H.8 119.0 20.9 25.08 T.19 119.0 T.27 119.0 26.07 26. H.11 119.0 T.28 119.0 26.44 1 T.24 119.0 26.5 T.23 119.0 26.04 H.10 119.0 26.04 26.04 H.12 109.0 31.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 M Final Calculations - Hazen-Williams Page 5 Uponor Page 52/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.7 &H.6) Hyd. Qa Dia. Fitting Pip9e's Pt Pt Pv ******* Notes ****** Point Qt Pf/Ft or C PoEqv. Ln. Total Pf Pn 7.040 K Factor=4.90 H.7 11.33 0.671 Utr 2.0 11.000 0.0 to 150.0 0.0 2.000 Vel= 10.28 0.0 13.000 3.447 H.5 _- --.11.33 --.0.2652 --- 0.0 0.671 Utr 2.0 8.000 10.487 --- H.5 0.0 2.000 0.0 to 150.0 H.2 - -- - 11.33 0_2651 0.0 10.000 2.651 Vel= 10.28 - 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 Utr 2.0 15.950 20.827 T.13 -1.93 0.862 150.0 0.0 2.000 4.331 to 0.995 Vel= 5.17 __--- -- --- - -_-- -- -- T.18 9.4 0.0554 0.0 17.950 ----- T. Utb 17.0 13.000 26.153 T.18 2.32 0.862 0 0 14.000 4.331 to 150.0 ----- ----- = 6.44_._ _-- - - - - T.30 ----._11.72 2.251 Vel _-- 0.0834 -- __ 0.0 27.000 .2 et T.30 14.35 1.054 Utr 4.0 6.000 32.735 26.07 0.1374 150.0 T 2.44 6.440 2.166 0.0 12.440 to 1.709 Vel= 9.59 S.136.610 S.1 0.0 1.054 2E 0.04 1.000 ** Fixed Loss= 15 to 150.0 0.0 2.440 16.732 Vel= 9.59 -_-------_-_ 0 PRV --__- 26.07---0.1378_------ ----0. 3.440 0.474--------------_-------- -- - PRV 0.0 1.054 2E 2.44 100.000 53.816 ** Fixed Loss= 3 150.0 0.0 2.440 3.000 to Vel= 9.59 MTR 26.07 0.1374 0.0 102.440 14.079 MTR 0.0 0.995 E 2.336 35.000 70.895 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 78.963 K Factor= 2.93 ---_ 26.07_-.--_--.------------------ ---- -----7.040----- --------- H.7 1.67 0.671 0.0 10.000 0.0 0.0 0.0 to 150.0 0 077 Vel= 1.52 H.6 1.67 0.0077 0.0 10.000 K Factor=4.90 Utb 17.0 11.000 7.117 H.6 13.07 0.671 to 150.0 Utr 2.0 19.000 0.0 Vel= 13.37 12.952 --------- T.1714.74_-- 0.4317 ---_-- 0.0 30.000et= T.17 -2.73 0.862 Utr 2.0 15.000 20.069 0.0 2.000 4.331 to 150.0 1.483-- -- -- - Vel= 6.60 ------- --- T.25 0.0 17.000 12.01 0.0872 -___-__-T.25 -3.23 0.862 Utb 17.0 19.000 25.883 0.0 14.000 4.331 to 150.0 T.31 8.78 0.0488 0.0 33.000 1.611 Vel= 4.83 T.31 5.57 1.054 0.0 20.000 31.825 150.0 0.0 0.0 0.0 to Vel= 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 10.0 3.000 17.000 20.069 to 150.0 0.381 Vel= 2.48 H.4 2.73 0.0190 0.0 20.000 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) Paget6 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.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 0.0 4.000 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 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 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 T.33 -0.45 0.862 Vel= 3.07 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.1 1.93 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= 0.42 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 H.8 0.0 0.671 Utb 17.0 6.000 25.875 Vel= 1.54 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 w Final Calculations - Hazen-Williams Page 7 Uponor Date 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 0.0042 0.0 19.000Vel= 1.28 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 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 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 3.000Vel= 0.46 0.002 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 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 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