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Report (145) ttA 5TH(? - SGT I here by certify that this plan, specification or report was prepared by me or under my direct supervision and that I am NICET ., 4 ') . ' ,'1 Certified at Level IV. 2 3 Brent D Kotula Date: Req. No. 113889 1 1 1 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 City Water Supply: Date 12/6/2017 Cl -Static Pressure : 100 C2-Residual Pressure: 95 Demand: C2- Residual Flow : 300 D1 -Elevation D2-System Flow 12.5607.35 D2-System Pressure ' 16.974 Hose (Demand) : 57.365 D3-System Demand : 16.974 Safety Margin : 42.610 150 111111111111111111111111111111111111.11111111111111111111111111111111111111111 140 13° 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 R 12° 11111111111111111111111111111111111111111111111111111111111111111111111111111111111 R 11° MINIMMIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMNIMMIIIIIIIIIIIIIIIIIIIIIIIIIII m--_ E 100 ■ _- - S 90 ■-__ — — S 80U 70 MIMIIIIIINIIIIIMIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII R 60P �__ E 50 �■-__ 4° IIIIIIIIIIIIIIIIIIIIIINIIIIIIMIIIIII.IIIIIIIImmllIllm,______mmm. 3° 1111111111111111111111.1111111.1111=1111111m1111110.0______Immin 2° IIIIIIIIIIIIIIIIIIImIIII=11111m111111MMIIImL__.__mmmo .IIIIIIIIIIIIIIIIIIIIIIIm11111.IIIIIIMIIIIIIIML______IIIIIImL_____mmmi 10 1111111111111111111111.1111111.0111111111.111111111mmemo 50 100 150 200 250 300 350 FLOW(N ^ 1.85) 400 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary or Page 3 Upon RIVER TERRACE EAST TH-One Head Calculation (H.1 Date 12/6/201718 20 2q 5 6 $ 10 12 14 16 Fitting Legend 1/2 'A 1 1'/. 11/2 2 21/2 3 3'/3 q Abbrev. Name 22 27 35 40 45 50 61 6 7 8 10 12 14 18 6 7 8 10 5110 3 2 2 2 3 q 5 17 20 2 25 3 q 591 101 121 E G Standard Elbow 1 1 1 1 1 1 30 35 50 60 71 81 0 1 Generic Gate Valve 1 1 6 8 10 12 15 0 0 0 0 0 0 G 3 4 5 0 0 0 0 0 0 0 0 0 0 T 90'Aq Flow tTe Tee 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 Utr " Aquapex Tee-Branch 1 2 2 4 2 1 0 Utr" Aquapex Tee-Run Units Summary Diameter Units InchesFeet Length Units US Gallons per Minute Pressurelow Units Pounds per Square Inch Units f' Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 /' Flow Summary Uponor RIVER TERRACE EAST TH-One Head Calculation (H.1) Page 4 Date 12/6/2017 SUPPLYANALYSIS Node at Static Source Residua/ Available Pressure Pressure Flow Pressure STR Total Demand Required Pressure 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 Notes 4.9 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 1-1.8 119.0 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 1 Final Calculations - Hazen-Williams or Page 5 Upon RIVER TERRACE EAST TH-One Head Calculation (H.1 Date 12/6/2017 Pt Pt ****** Pipe Point C Hy d. Qa Dia. FiFittingFtng's Pe Fn ******* Notes RefQt Pf/Ft Eqv. Ln. Total Pf Utb 17.0 7.000 12.000 K Factor=4.90 H.1 6.19 0.67100.0 17.000 0.0 Vel= 5.62 to 150.00.0 ---------------- - 24 000 2.082_- 6.190.0867 -_--- _ 5.000 14.082 T.14 . Utr 2.0 T.14 -4.07 0.671 19.000 0.0 150.0 Utb 17.0Vel= 1.92 ------------ to 24.000 0.288 - - --_------'-------------- 2.12----0_0120 0.0.----------- - T.15 Utr 2.0 3.000 t14.370 o 0.0 0.67100.0 2.000 0.0 Vel= 1.92 o 150.0 p p 5.000 0.060 H.3 2.12 0.0120 1.000 14.430 0.0 0.671 Utr 2.0 2.000 0.0 H.3 150.0 0.0 Vel 1.92 to0.036 -- 3.000 T.16 2.12 0.0120 0.0 3.0----------------- T.16 0.0 0.671 Utr 2.0 2.000 14.466 T.16 0.0 2.000 0.0 Vel- 1.92 150.0 to 4.000 0.048 - 2.12-__0.0120 ____ __ 3.000 14.514 H.4 - Utb 17.0 H 4 0.0 0.67100.0 17.000 0.0 Vel= 1.92 to 150.0 p p 20.000 0.240 T.17 2.12 0.0120 15.000 14.754 2.08 0.862 Utr 2.0 2.000 4.331 T.17 0.0 Vel 2.31 ----_---- - - to 150.0 0.0 17.000 0.213. 4.2__---0.0125----------- ------------_---_---- -19.298 T.25 __- Utb 17.0 19.000 T.25 0.47 0.862 0,0 14.000 4.331 Vel= 2.57 to 150.0 p p 33.000 0.501 T.31 4.67 0.0152 2p.000 24.130 3.77 1.054 0.0 0.0 T.31 0.0 0.0 Vel= 3.10 to 150.0 p 0 20.000 0.340 T.30 8.44 0.0170 6.000 24.470 8.53 1.054 Utr 4.0 6.440 2.166 T.30 T 2.44 Vel= 6.24 to 150.0 p p 12,440 0.773 S.1 16.97 0.0621 1.000 27.409 ** Fixed Loss= 15 0.0 1.054 2E 2. 4 2.440 16.732 S.1 150.0 0.00Vel= 6.24 ---------- to3.4400.214 --_------------- --- PRV _16.9700622__--_--_- 100.000 44.355 **Fixed Loss= 3 0.0 1.054 2E 2.44 2.440 3.000 PRV 150.0 0'0 6.363 Vel= 6.24 to 0.0 102.440 MTR 16.97 0.0621 53.718 0.0 0.995 E 2.336 39.345 0.0 MTR T 5.841 Vel 7.00 to 150.0 44 345 3 647 -- G 1.168___------- --- - STR 16.97. 0.0822-____ -___ K Factor= 2.24 -- 0.0 57.365 16.97 5.000 12.000 10.78 0.671 Utr 2.0 2.000 0.0 H.1 150.0 0'0 1.0 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 5.950 4.33193 _ T.13 0.0Vel 4.78 to 150.0 --- 0.0 17.950 0.862 8.7 0.0480---_--___---- 13.000 18.886 T.18 - - Utb 17.0 toT -0.16 0.862 0.0 14.000 4.331 Vel= 4.69 to 150.0 p 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 Page 6 RIVER TERRACE EAST TH-One Head Calculation (H.1) Hyd. Date 12/6/2017 Oa Dia. Fitting Pipe Pt Pt Ref. „C„ Ref. Qt "C"Pf/ or Ftng's Pe Pv Eqv. Ln. Total ******* Notes ****** Pf Pn 0.0 ------ __ _ 8.54 T.13 2.085 0.671 24.470 00- K Factor- Utb 17.0 - ---------- 1.73 to 10.000 -------------------- ----- 150.0 13.693 H.2 2.08 0.0115 Utr 2.0 19.000 0.0 H.2 0.0 29.000 0.334 to 0.0 0.671 Utr 2,0 Vel= 1.89 150.0 8.000 14.027 H.5 2.08 0.0116 0.0 2.000 0.0 H.5 0.0 10.000 0.116 0.0 0.671 Utr 2,0 Vel= 1.89 11.000 14.143 to 150.0 H.7 2.08 0.0115 0.0 2.000 0.0 0.0 13.000 0.150 Vel= 1.89 H.7 0.0 0.671 14.293 to 0.0 10.000 -------- -- H.6 50.0 0.0 --------------- ---- 2.08 0.0115 D.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 T.17 2.08 Utr 2.0 19.000 0.0 0.0115 0.0 30.000 Vel= 1.89 0.0 2.08 0_346----------------- ---------------- ------ --_-- ----- -.-_-------- T.14 14.754 K Factor= 0.54 4.07 0.862 0.0 14.773 14.082 to 150.0 T.20 4.07 0.0118 0.0 0.0 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 --71 0.0 23.000 0.393 T.21 ------ ----------------_---- -.-- to 0.0 0.671 Utr 2.0 Vel= 2.34 4.000 18.981 150.0 - ------------_- 0.0 2.000 0.0 H.9 2.58 0.0172 H.g 0.0 6.000 0.103 to 0.0 0.671 Utb 17.0 Vel = 2.34 150.0 7.000 19.084 1.26 2.58 0.0171 0.0 17.000 0.0 0.0 24.000 - - - = T.26 1.19 0.862 - 0.411 to Utr 2.0 21.000 Vel= 2.34 150.0 0.0 19.495 --------------- T.33 3.77 0.0102 2.000 4.331 -- -- 0.0 23.000 T.33 --------_ 0.235 -0.30 24.061 0.862 ------- -- .0 - to 0.0 2.000 Ve1= 2.07 -----------------_ T.32 50.0 0.0 0.0 3.47 0.0085 0.0 0.0 T.32 0.4 0.00 2.000 0.017 to Utr 2.0 3.000 Vel= 1.91 150.0 0 0 24.078 T.31 3.77 0.0104 2.000 0.0 0.0 0.0 5.000 0.052 Vel= 2.07 ------- 3.77 T.20 1.77 0.671 24.130 K Factor= 0.77 to 150.0Utb 17.0 6.000 18.588 ------------------ H.8 1.49 0.0062 0.0 17.000 0.0 H. 0.0 23.000 0.143 to 0.0 0.671 Utb 17.0 6.000 Vel= 1.35 150.0 Utr 2.0 10.0 1.19 1.49 0.006219000 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. Date 12/6/2017 Pt Hyd. Qa Dia. Fitting Pipge's Pt Pv **** .* Notes *«***„ Point Qt Pf/Ft„C„ or PoEqv. Ln. Total Pf Pn Utr 2.0 10.000 18.887 T.19 0.16 0.671 Utb 17.0 19.000 0.0 toVel=_1.50 150.0 29.0000.218 1.650_0075 0 ----_ ----- .0 -------------- ----- T.23 _ 1.000 19.105 Utr 2.0 T.23 -0.30 0.671 2.000 0.0 150.0 0.0 Vel= 1.22 to 3.000 0.016 -------_-_----------------------------- T.24--- 1.35 � ---0.0053 ---------- --------- 19.121 T.24 0.30 0.671 Utb 17.0 6.000 0.0 to 150.0 0.0 17.000 0.0 23.000 0.173 Vel= 1.50 T.27 1.65 0.0075 6.000 19.294 T.27 -0.46 0.671 Utb 17.0 to 0.0 0,0 25.000 0.103 150.0 Utr 2.0 19.000 Vel= 1.08 H.11 1.19 0.0041 3.000 19.397 0.0 0.671 0.0 0.0 H.11 0.0 0.0 Vel 1.08 to 150.0 0.012 0.0-__----3.000--------- T.28--------1.19 0.0040 -------- --- 19.409 T.28 0.0 0.671 Utr 2.0 2.0000.0 150.0 Utb 17.0 19.000 Vel= 1.08 to 0.0 21.000 0.086 T.26 1.19 0.0041 .0 1 19.495 K Factor= 0.27 1.19 18.886 T.18 0.16 0.862 Utb 17.0 5.000 0.0 0.0 14.000 Vel= 0.09 ----- to 150.0 0.001 19.000 ---_---_- 0.16---0.0001 --------- 0.0 ------- T.19 K Factor= 0.0- --- 0.0 18.887 - - 4 0.16------------------------------------------ T.23 0.30 0.0 Utb 17.0 6.000 19.105 Utr 2.0 19.000 0.0 to 150.0 0.009 Vel= 0.27 0.3 0.0004 0.0 25.000 H.10 H.10 0.0 0.671 Utb 17.0 5.000 19.114 0.1 0.0 17.000 Vel= 0.27 - - to 150.0 0.0 22.000 0.007 T.24-------0.3 .0.0003. ------ 0.0 19.121 K Factor= 0.0 0.30----------------------------2.000 19.294 .0 to 150.0 T.27 - - 0.46 0.862 Utb 17.0 14.000 0.0 0 0 16.000 0.004 Vel= 0.25 T.25 0.46 0.0002 0.4 19.298 ----_-_ K Factor= 0.10 -_--- 0.46 - Utb 17.0 11.000 24.061 T.33 0.30 0.671 to 150.0 Utr 2.0 19.000 0.0 0.3 0.0003 0.0 30.000 0.009 Vel= 0.27 H.12 H.12 0.0 0.671 Utb 17.0 8.000 24.07017.000 0.0 0.0 Vel 0.27 to 150.0 0.008 T.32 0.3 _0-0003- _ 0.0- .----25.000 - 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 ;4� Certified at Level IV. " Brent D Kotula Date: Rea. 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 or Page 1 Upon RIVER TERRACE EAST TH -Two Head Calculation (H.7 &H.6 Date 12/6/2017 HYDRAULIC DESIGN INFORMATION SHEET Date - 12/4/17 Name - RIVER TERRACE EAST TH Location - TIGARD OR 97223 - 1 No.System ys Building - RESIDENTIAL Syte 1 19816F 035 Contractor - ALLIANCE PLUMBING Contrac No.N - F190 Calculated By - PATRICK BROWN Ceiling Height 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: ( ) 1 (X)2 ( ) 4 ( ) S ( )Other Made by Date T ( ) Specific Ruling E 13 Gpm System Type M Listed Flow at Start Point - (X) Wet ( ) Dry Listed Pres. at Start Point - 7.04 Psi ( ) Deluge ( ) PreAction D MAXIMUM LISTED SPACING 16 - x 16 Gpm Sprinkler or Nozzle E AdditionaloFlowFAddedd - Gpm Make SENJU Model RC-RES S Flow Added K-Factor 4.9 I Elevation at Highest Outlet - 129 Feet TemperatureSize Rating 162a G Note: N Ref Calculation Gpm Required 26.0732 Psi Required 78.96 AtOverhead 150 RefgPtuSTR150 Summary C-Factor Used: ----------- ---- --- Data: W Water Flow Test: PumpRad Cap. A Date of Test - x - x @ Psi T Time of Test E Static (Psi) - 100 . EElevlev. R Residual (Psi) - 95 ther Flow (Gpm) 0 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 City Water Supply: Date 12/6/2017 Cl -Static Pressure 100 C2-Residual Pressure: 95 Demand: C2-Residual low : 300 D1 -Slevetion D2-System Flow12.560 D2-System Pressure :26.073 Hose (Demand) : 78.963 D3-System Demand :26.073 Safety Margin : 20.983 111111111111111111111111111111111111111111111111111111111111111111111111111 140 130 ■-__ P 12° 1111.11111111111111111111111.11111 R 110 1■-__ E 100Irli= _--_ S 90 s80 R 60 „mminimmE 50 ■ __ 40 �■-__ 30 �■-__ 20111111111111111111111111111111111111111111111111111111111111111111111111111 10 50 100 150 200111.1111111111111111111111111111111111111111 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 or Page 3 Upon RIVER TERRACE EAST TH-Two Head Calculation (H.7 &H. Date 12/6/2017 10 12 1a 16 18 20 24 Fitting Legend + 1/2 2 2% 3 3% 4 5 6 8 Abbrev. Name 22 27 35 40 45 50 61 6 7 8 10 12 14 18 7 8 10 11 13 2 2 2 3 4 5 1 1 2 2 3 4 5 6 91 101 1211 90'Standard Elbow 1 1 1 1 1 1 12 15 17 20 25 30 35 50 60 71 81 E0 0 0 0 0 0 0 0 G Generic Gate Valve 3 4 5 6 8 10 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T 90'Flow thru Tee 2 Utb* Aquapex Tee-Ru Branch 1 2 2 4 2 1 0 Utr* Aquapex Tee-Run Units Summary Diameter Units Inches Length Units FeetUS Gallons per Minute Pressurelow Units Pounds per Square Inch Units 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) Paget4 Date 12/6/2017 SUPPLYANALYS/S Node at Static Residual Source Pressure Available STR 100.0 300.0 26.07 78.963 Pressure Flow Pressure Total Demand Required Pressure 95 99.946 NODE ANALYSIS Node Ta Pressure Discharge g Elevation Node Type at Node at Node Notes H.7 129.0 H.5 129.0 4'9 0.4 13.149 85 9 13.0 H.2 129.0 13.4 T.13 129.0 T.18 119.0 2 15 T.30 109.0 226.8.36. 4 74 S.1 104.0 PRV 100.0 36.61 MTR 100.0 53.82 70.9 STR 100.0 .6 129.0 78.96 H H.6 129.0 4.9 7.12 13.07 T.25 119.0 20.07 8 T.31 109.0 3135.8. 2 H.4 129.0 20 T.16 129.0 20.545 H.3 129.0 20.53 T.15 129.0 220.688 T.14 129.0 21. T.20 119.0 .1194 T.21 119.0 265. H.9 119.0 26.2 9 T.26 119.0 26.34 3 T.33 109.0 T.32 109.0 31311..768 H.1 129.0 20.9.922 H.8 119.0 T.19 119.0 25.88 T.27 119.0 26.07 H.11 119.0 26. 1 T.28 119.0 26.44 1 26.5 T.24 119.0 T.23 119.0 26.04 H.10 119.0 26.04 H.12 109.0 26.041 31.7 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 -Two Head Calculation (H.7 &H.6) Hyd. Qa Dia. Fitting PPipePt Pt ****** C„ or g's Pe Pv ******* Notes Ref. Eqv. Ln. Total Pf Pn Point Qt Pf/Ft .040 K Factor=4.90 H.7 11.33 0.671 Utr 2.0 11.000 7 7.0 to 150.0 0.0 2.000 Vel= 10.28 H.5 11.33 0.2652 0.0 13.000 3.447-- -_ H.5 0.0 0.671 Utr 2.0 8.000 10.4870.0 to 150.0 0.0 2.000 Vel H.2 11.33 0.2651 0.0Vl= .10.28- 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 Utr 2.0 15.950 20.827 T.13 -1.93 0.862 to 150.0 0.0 2.000 4.331 Vel= 5.17 T.18---- 9.40.0554 ------ - 0.0 17.950 0.995 -Ve T.18 2.32 0.862 Utb 17.0 13.000 26.153 150.0 0.0 14.000 4.331 to 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 2.44 1.000 36.610 ** Fixed Loss= 15 to 150.0 0.0 2.440 16.732 Vel= 9.59-__--- _--- 0.0 3.440 0.474 PRV 26.07 __- 0.1378...--_.-.---. - PRV 0.0 1.054 2E 2.44 100.000 53.816 Loss= 3 to 150.0 0.0 2.440 3.000 Vel**Fixed d.LL9 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 26.07 78.963 K Factor 2.93 H.7 1.67 0.671 ------ --- - -- F 0.0 10.000 7.040 to 150.0 0.0 0.0 0.0el= 1.52 H.6 1.67 0.0077 0.0 10.000 0.077 Vel =4.90 H.6 13.07 0.671 Utb 17.0 11.000 7.117 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 20.069 150.0 0.0 2.000 4.331 toVel= 6.60 -_------ T.25 12.01 0.0872 0.0 17.000 1.483 - T.25 -3.23 0.862 Utb 17.0 19.000 25.883 150.0 0.0 14.000 4.331 T.31 8.78 0.0488 0.0 to 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 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) Page 6 Date 12/6/2017 Ref.HyQa Dia. Fitting Pipe Pt Pt PointQt 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 -2 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 H.3 2.73 0.0190 0.0 0. 0.0 3.000 0.057 ------ - -__ - --- ------ Vel = 2.48 H.3 0.0 0.671 Utr 2.0 2 3.000 20.584 to 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 T.14 2.73 0.0191 0.0 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 T.20 -1.70 0.671 Utr 2.0 4.000 25.692 Vel = 2.56 to 150.0 Utb 17.0 19.000 0.0 T.21 2.96 0.0222 0.0 23.000 T.21 0.510 Vel = 2.69 0.0 0.671 Utr 2.0 4.000 26.202 to 150.0 0.0 2.000 H.9 2.96 0.0222 0.0 0 0.0 6.000 0.133 H.9 0.0 0.671 - - - --- - - - Vel = 2.69 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 T.33 5.58 0.0211 4.331 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 T.32 5.13 0.0180 0.0 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 T.31 5.58 0.0212 0.0 0.0 5.000 0.10 - ------ - - - - -- 6 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 H.1 1.93 0 0. 100 0.0 .0 0.671010.0 7.000 0.070 H.1 --- - - - Vel = 1.75 - - to Utb 17.0 7.000 20.897 150.0 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 - - T.20 21.138 K Factor= 0.42 1.70 0.671 Utb 17.0 6.000 25.692 ---------------- to 150.0 0.0 17.000 H.8 1.7 0.0080 0.0 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 Page 7 UponorDate 12/6/2017 RIVER TERRACE EAST TH-Two Head Calculation (H.7 & H.6) Hyd. Qa Dia. Fitting Pipe Pt Pt Pe Pv ******* Notes ****** Reef. "C" or Ftng's Eqv.Qt Pf/Ft E v. 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 0.0_ 19.000-_ - 0.080 Vel = 1.28. ------- --_- T.18 2.32 _-.0.0042 -- ---- --- 0.0 26.153 K Factor= 0.45 2.32 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 0.0 0.0 0.0 to 150.00.0 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 2.610.0176--_---_-- - 0.0 21.000 0.369 l 0.026 867 K Factor= 0.50 2.61 - --- - - - -- -- _ - - - -- - T.27 0.62 0.671 Utb 17.0 6.000 26.006 150.0 0.0 17.000 0.0 Vel= 0.56 to 0.0 23.000 0.029 T.24 0.62 0.0013 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 26.073 K Factor= 0.12 0.62 T.24 0.12 0.671 Utb 17.0 5.000 26.035 to 150.0 0.0 17.000 0.0 Vel = 0.11 H.10 0.12 0.0 -- -__-- - 0.0 22.000 0.001 H.10 0.0 0.671 Utb 17.0 6.000 26.036 150.0 Utr 2.0 19.000 0.0 Vel= 0.11 to 0.0 25.000 0.001 T.23 0.12 0.0 0.0 26.037 K Factor= 0.02 0.12 - ----- - - -- 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 Vel 0.40 T.32 0.44 0.0006 -_ - 0.0 25.000 0.016 -- 0.0 31.719 K Factor= 0.08 0.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087