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Report (139)
fr1,6 11-U l 7 —00(109 iw,7 swice. I here by certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET '9A7 Certified at Level IV. x jAN 2 3 i'!71 Brent D Kotula Date: Rea. No. 113889 I 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 -One Head Calculation (H.1) 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.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 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 C2- Residual Flow 300 D2-System Flow : 16.9 740 D2-System Pressure : 57.365 Hose (Demand) D3-System Demand : 16.974 Safety Margin : 42.610 150 min 140 min 130 Eno p 120 nom R 110 agymnimi E 100 — 1.1111111 S 90 ME S 80 am U 70 R60 min� E 50 40 NEN 30 mil 20 10 411111111111111111111111111111111111111111111111 50 100 150 200 250 300 350 400 FLOW(N ^ 1.85) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page UpRIVERonor 3 TERRACE EAST TH-One Head Calculation (H.1) Date 312/6/2017 Fitting Legend 1/2 ' 1 1% 1% 2 2% 3 3% 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 27 35 40 45 50 61 E 90'Standard Elbowaly1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 G T Generic Gate Valve 3 4 5 6 8 10 12 15 17 20 25 30 335 550 660 771 881 991 101 121 T 90'Aq Flow tTe Tee 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 Utr * Aquapex Tee-Ru Branch 1 2 2 4 2 1 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 I 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 Source Pressure PressureAvailable Flow Pressure Total Demand Required Pressure STR 100.0 95 300.0 99.975 16.97 57.365 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H.1 129.0 4Notes '9 12.0 16.97 T.14 129.0 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 53.72 T.13 129.0 57.36 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 1929 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 Final Calculations - Hazen-Williams or Page 5 Upon RIVER TERRACE EAST TH-One Head Calculation (H. Date 12/6/2017Pt Pipe Pt Notes ****** Hyd Dia. Fitting Pt "*""** Qa or Ftng's Pe Pn Ref. C Total Pf Point Qt Pf/Ft Eqv. Ln. Utb 17.0 7.000 12.000 K Factor=4.90 H.1 6.19 0.60 0.0 17.000 0.0 T.14 6.19 0.0867. Vel= 5.62 to 150.0 0.0 24.000 2.082 ---------------------------------------- _ ---------------------------- ---14.082 Utr 2.0 5.000 to -4.07 0.6710Utb 17.0 19.000 0.0 150.0 24 000 Vel_ = 1.92-----_-_------ 0.288 - - T.15 --------2.12----0.0120------------ 3.000 14.370 0.0 0.671 Utr 2.0 2.000 0.0 T.15 150.0 0.0 0.060 Vel = 1.92 to 0.0 5.000 H.3 2.12 0.0120 1.000 14.430 0.0 0.671 Utr 2.0 2.000 0.0 H.3 0.0 Vel 1.92 to 150.0 0.036 __------. 0.0--- 3.000-_- 2.12--_0.0120___------_--- 2.000 14.466 T.16--- Utr 2.0 T.16 0.0 0.67100.0 2.000 0.0 150.0 0.048--------------Vel = 1.92 ----------- to 0.0 4.000__- 2.12 ---0.0120----------- -- H.4 - Utb 17.0 3.000 14.514 H.4 0.0 0.671 0.0 17.000 0.0 Vel= 1.92 to 150.0 0 0 20.000 0.240 T.17 2.12 0.0120 15.000 14.754 T.17 2.08 0.862 Utr 2.0 2.000 4.354 0.0 Vel 2.31 to 150.0 0.0 17 000 0.213 = 31 T.25 --------4.2 ----0.0125__---------- 19.000 19.298 0.47 0.862 Utb 17.0 14.000 9.298 T.25 Vel= 2.57 331 to 150.0 0 0 33.000 0.501 T.31 4.67 0.0152 20.000 24.130 3.77 1.054 0.0 0.0 T.31 0.0 0.0 Vel= 3.10 to 150.0 0 0 20.000 0.340 T.30 8.44 0.0170 6.000 24.470 8.53 1.054 Utr 4.0 2.166 T.30 T 2.44 6.440 Vel= 6.24 to 150.0 0 0 12.440 0.773 S.1 16.97 0.0621 S.1 0.0 1.054 2E 2.44 0.0 1.000 27.409 to 150.0 2.440 16.732 " Fixed* oss 15 Loss= 15 -_--- 6 24 -- 0 0 PRV -16.97 0.0622 3.440 0.214 VelL-__---- --- 100.000 44.355 1.054 2E 2.44 2 000 3.355 ""Fixed Loss= 3 MTR 16.97 0.0621 PRV 0 0 0.0 Vel6.24 to 150.0 0 0 102.440 6.363 53.718 MTR 0.0 0.995 E 2.336 35.000 0.0 150.0 T 5.841 9.345 3.647 - Vel= 7.00 to G 1.168 44.345 16.97 0.0822 STR-_--_-. - -- K Factor= 224 0.0 57.365 16.97 0.671 Utr 2.0 5.000 12.000 10.78 -0.0 H.1 150.0 0.0 2.000 1.693 Vel= 9.78 to 0.0 7.000 T.13 10.78 0.2419 15.950 13.693 -2.08 0.862 Utr 2.0 2.000950 4.331 T.13 0.0 = 4.78 - ---to 150.0 0.862 Vel= 17.950 - _T.18 8.7 0.0480 ---- 0.0 13.000 --.18.886 -0.16 0.862 Utb 17.0 14.000 8.886 T.18 150.0 Vel= 4.69 1 to 0.0 27.000 1.253 T.30 8.54 0.0464 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 to 8.54 24 T.13 .470 K Factor= 1.73 2.08 0.671 Utb 17.0 10.000 13.693 150.0 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 H.5 2.08 0.0116 0.0 0.0 10.000 0.116 Vel= 1.89 H.5 0.0 0.671 Utr 2.0 11.000 14.143 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 - -- to 0.0 10.000 14.293 150.0 0.0 0.0 0.0 H.6 2.08 0.0115 0.0 10.000 0.115 Vel= 1.89 H.6 0.0 0.671 Utb 17.0 11.000 14.408 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 1.14 4.07 0.862 K Factor= 0.54 to 0.0 14.773 14.082 150.0 0.0 0.0 4.331 T.20 4.07 0.0118 0.0 14.773 0.175 Vel= 2.24 T.20 -1.49 0.671 Utr 2.0 4.000 18.588 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 Vel = 2.34 H.9 0.0 0.671 Utb 17.0 7.000 19.084 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 T.33 -0.30 0.862 Vel = 2.07 to 0.0 2.000 24.061 -- - - - 150.0 0.0 0.0 0.0 T.32 3.47 0.0085 0.0 2.000 T.32 0.017 Vel = 1.91 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 T.20 1.49 0.671 Utb 17.0 6.000 18.588 K Factor= 0.77 to 150.0 0.0 17.000 0.0 H.8 1.49 0.0062 0.0 23.000 0.143 Vel = 1.35 H.8 0.0 0.671 Utb 17.0 6.000 18.731 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 e 7 ag Uponor PPage 72/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H.1) .. Pt Pt Pipe Ref.Hy ..0 d. Qa Dia. Fitting Pi P Pv ******* Notes ****** or Ftng's Pe 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 Vel = 1.22 0.0 3.000 0.016 T.24 --- 1.35 0.0053 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 0.0 3.000 0.012 Vel= 1.08 T.28 1.19 0.0040 -- -- 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 19.495 K Factor= 0.27 1.19 T.18 0.16 0.862 Utb 17.0 5.000 18.886 to 150.0 0.0 14.000 0.0 0.0 19.000 0.001 Vel =-.0.09 -- -_ T.19 0.16 . 0.0001 0.0 18.887 K Factor= 0.04 0.16 - -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 -- K T.27 0.46 0.862 Utb 17.0 2.000 19.294 to 150.0 0.0 14.000 0.0 Vel= 0.25 T.25 0.46 0.0002 0.0 16.000 0.004 0.0 0.46 19.298 K Factor= 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 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 1-1/4 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 Uponor Page 1Date 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 No. - 1 Building - RESIDENTIAL System - 19816F 035 Contractor - ALLIANCE PLUMBING ContractCotDrawing No.N - 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 Made by Date T ( ) Specific Ruling E Typetem M Listed Flow at Start Point - 13 Gpm System Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry ( ) PreAction D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge Sprinkler or Nozzle E Domestic Flow Added - 0 Gpm S p S Additional Flow Added - Gpm Make SENJU Model RC-RES K-Factor 4.9 I Elevation at Highest Outlet - 129 Feet Size 7/16Temperature Rating 162 G Note: N Calculation Gpm Required 26.0732 Psi Required 78.96 AUndergroundSTR150 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 ono TERRACE EAST TH-Two Head Calculation (H.7& H.6) Page 2 Date 12/6/2017 City Water Supply: Cl Pressure 100 C2- Residual Pressure: 95 Demand: C2-Residual Flow : 300 D1 -SystElevem :26.07312.560 D2-System Flow : 78.9 D2-System Pressure : 78.963 Hose(Demand) D3-System Demand : 26.073 Safety Margin : 20.983 150 I■-_ 140 1111 ■-__ ■ P 120 -__ R 110 I■-__ -_ E 100 m- S 90 I D2 �■-_- - S 80 U 70 WI �■R 60 ' ■-__ � __E 50 40 �■-__ 30 ■-__ 20 ■ __ '1111 11111111111111111111111111111111111111111111111111111111111111111111111111111 10 50 100 150 200 250 300 350 400 FLOW(N ^ 1.85) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used SummaryUpon or 3 Page P RIVER TERRACE EAST TH-Two Head Calculation (H.7 &H.6) Date 312/6/2017 Fitting Legend /Z 3/4 1 1'/4 11/2 2 2'/: 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 Abbrev. Name 8 10 12 14 18 22 27 35 40 45 8 10 10 613 2 2 2 3 4 5 6 71 1 2 2 3 G E 9Genericcda Gated Elbowaly1 1 1 1 1 1 T 90FloValve 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 0 101 121 0 T Aq Flow tTru Tee0 0 0 0 0 0 0 0 0 0 0 2 17 14 9 12 17 � 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 s Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 4 RIVER TERRACE EAST TH-Two Head Calculation (H.7& H.6) Date 12/6/2017 SUPPLY ANALYSIS Node at Static Residual Source Pressure Pressure Available Flow Pressure Total Demand Required Pressure STR 100.0 95 300.0 99.946 26.07 78.963 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H.7 Notes 129.0 7.04 H.52 129.0 4 9 10.49 13.0 H129.0 13.14 T.13 129.0 T.18 119.0 20.83 T.30 109.0 26.15 S.1 104.0 32.74 PRV 100.0 36.61 MTR 100.0 53.82 STR 100.0 70.9 H.6 129.0 78.96 T.17 4.9 7.12 13.07 129.0 20.07 T.25 119.0 T.31 109.0 25.88 H.4 129.0 31.82 T.16 129.0 20.45 H.3 129.0 20.53 T.15 129.0 20.58 T.14 129.0 20.68 T.20 119.0 21.14 T.21 119.0 25.69 H.9 119.0 26.2 T.26 119.0 26.34 T.33 109.0 26.87 T.32 109.0 31.68 H.1 129.0 31.72 H.8 119.0 20.9 T.19 119.0 25.08 T.27 119.0 26.07 H.11 119.0 26.01 T.28 119.0 26.44 T.24 119.0 26.5 T.23 119.0 26.04 H.10 119.0 26.04 H.12 109.0 26.04 31.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams or Page 5 Upon RIVER TERRACE EAST TH-Two Head Calculation (H.7 &H. Date 12/6/2017 Pt Hyd. Qa Dia. Fitting PPipe's Ppe Pv * **.,* Notes ****«* Point Qt Pf/Ft C PoEqv. Ln. Total Pf Pn 11.000 7.040 K Factor=4.90 H 7 11.33 0.671 Utr 2.0 H.50.0 0.0 2.000 Vel 10.28 to 150.0 13 000 3.447 _ 11.33-__0-2652_---- 0.0_-___- �-_--------- --------- -----_ 8.000 10.487 Utr H.5 0.0 0.671 2.0 0.0 2.000 0.0 to 150.0 Vel=_10.28 __--___--- 0.0 10.000 2.651 - 11.33. 0.2651 ------ H.2 Utb 17.0 10.000 13.138 H.2 0.0 0.671Utr .0 19.000 0.0 to 150.02 T.13 29.000 7.689 Vel= 10.28 11.33 0.2651 0.0 950 20.8275. T.13 -1.93 0.862 Utr 2.0 1 4.331 150.0 0.0 2.000 Vel= 5.17 0 995 -------------- to 17 950 0. - 5.17 9.40.0554 --------- 0.0------- -- - T.18 - - 2 Utb 17.0 13.000 26.153 T.18 2.32 0.862 0.0 14.000 4.331 to 150.0 7 2.251 Vel= 6.44 0.0 7.000 -------- T.30 ------11.72 2 .000 ---0.0834----- - ----------_ 35 to 32 T.30 14.35 1.054 Utr 4.0 6.000 .7 2.735 0.0 12.440 1.709 150.0 T 2.44 6.440 Vel= 9.59 S.1 26.07 0.1374 1.000 36.610 S.1 0.0 1.054 2E 2.44 16.732 ' "Fixed Loss= 15 150.0 0.0 2.440 Vel= 9.59----_------- to . 3440 0.474 PRV 26.07----0.1378--------__-_-- 53.816 PRV 0.0 1.054 2E 2.44 100.000 3.000 *"Fixed Loss= 3 150.0 0.0 2.440Vel= 9.59 to 0,0 102.440 14.079 MTR 26.07 0.1374 0.895 MTR 0.0 0.995 E 2.336 35.000 70.0 150.0 T 5.841 9.345 g 068 Vel= 10.76 to G 1.168 44.345 STR 26.07 0.1819 0.0 78.963 K Factor= 2.93 0.0 10.000 7.040 26.07 ------ - ---------------- H.7 1.67 0.671 0.0 0.0 0.0 to 150.0 10.000 0.077 Vel= 1.52 1.67 0.0077 0.0 K Factor=4.90 H.6 11.000 7.117 H.6 13.07 .0.671 Utb 17.0 0.0 Utr 2.0 19.000 - 13.37 to 150.0 0 30 000 12.952 1 T.17 14.740Vel= 0.4317 --_------- T.17 -2.73 0.862 Utr 2.0 15.00020.069 to 150.0 0. 0.0 2.000 Vel= 6.60 e 0 T.25 12.01 0.0872 17.000 1.483_--_ _---- 25.88 T.25 -3.23 0.862 Utb 17.0 19.000 3 to 5.883 0,0 33.000 150.0 0.0 14.000 1.331 Vel= 4.83 1 T.31 8.78 0.0488 20.000 31.825 5.57 1.054 0.0 0.0 T.30 T.31 0.0 0.0 Vel= 5.28 to 150.0 0.910 14.35 0.0455 0.0 20.000 0.0 32.735 K Factor= 2.51 14.35 20.069 T.17 2.73 0.671 Utb 17.0 3.000 0.0 150.0 0.0 17.000 0.081 Vel= 2.48 to 0.0 20.000 H.4 2.73 0.0190 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-WjIliams 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 ******* 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 T.16 2.73 0.0192 0.0 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 H.3 0.057 Vel = 2.48 0.0 0.671 Utr 2.0 to 3.000 20.584 150.0 0.0 2.000 0.0 T.15 2.73 0.0192 0.0 5.000 T.15 0.096 Vel= 2.48 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 Utr 2.0 4.000 25.692 to 150.0 T.21 Utb 17.0 19.000 0.0 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 to Utb 17.0 7.000 26.335 150.0 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 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 Vel= 2.82 T.32 0.45 0.862 Utr 2.0 3.000 31.719 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 T.13 1.93 0.671 Utr 2.0 5.000 20.827 - -- - K Factor= 0.99 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 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 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 Ref. or Ftng's Pe Pv ******* Notes ****** C., Pn Point Qt Pf/Ft Eqv. Ln. Total Pf T.19 0.62 0.862 Utb 17.0 5.000 26.073 to 150.0 0.0 14.000 0.0 0.0 19.000 0.080 Vel= 1.28 -_ - - --- T.18 2.320.0042_.____--- 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 26.445 150.0 0.0 0.0 0.0 to 0.0 3.000 0.053 Vel = 2.37 T.28 2.61 0.0177 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 0.51 0.0007 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 26.035 150.0 0.0 17.000 0.0 toVel = 0.11 0.0 22.000 0.001 H.10 0.12 0.0 -- 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 0.0 25.000 0.016 _ Vel = 0.40 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