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Report (136)
131 ( S /Cr, I here by certify that this plan, specification 4 K •' 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 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.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 or Page 1 Upon RIVER TERRACE EAST TH-One Head Calculation (H.1) Date 12/6/2017 HYDRAULIC DESIGN INFORMATION SHEET Date - 12/4/17 Name - RIVER TERRACE EAST TH Location - TIGARD OR 97223 System - 1 Building - RESIDENTIAL System No. - 19816F 035 Contractor - ALLIANCE PLUMBING Contrasg No.N - F198 Calculated By - PATRICK BROWN CeilingDrawiHeight 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: (X) 1 ( )2 ( ) 4 ( ) S ( )Other Made by Date T ( ) Specific Ruling E 17 Gpm System Type M Listed Flow at Start Point - (X) Wet ( ) Dry Listed Pres. at Start Point - 12 Psi ( ) Deluge ( ) PreAction D MAXIMUM LISTED SPACING 18 - x 18 Gpm Sprinkler or Nozzle E AdditionaltoFlowFAddedAd - Gpm Make SENJU Model RC-RES S Flow Added K-Factor 4.9 I Elevation at Highest Outlet - 129 Feet TemperatureSize Rating 162 G Note: At Ref PtSTR N Gpm Required 17 Psi Required 57,37 Underground 150 Summarylrtion C-FactorOverhead 150 Used: ___-------------- Pump Data: W Water Flow Test: Rated Cap. A Date of Test - x x @ Psi T Time of Test E Static (Psi) - 100 . EleElevv. R Residual (Psi) - 95 er Flow (Gpm) 100 S Elevation - P Location: x P L Source of Information: x Y Computer Programs by Hydrates 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 C2-Residual Flow 300 Demand: D1 -Elevation 12.560 974 D2-System Flow : 16. D2-System Pressure 57.365: Hose (Demand) D3-System Demand : 16.9 47 Safety Margin : 42.610 150 140 IllagrallaliniMil.11111111111111111111111111111111 R 110 ■-__ E 100m-MirimisiMLIL................g......m.____Illiall.11111111..........m.m.........1111111111111111111_______1111111111111111_ 1111.11.111 __ S 9° 1111111111111111111111111111111111111111111111 _11111111111111 S 80 11111111111111111111111111111111111111111111111111111111111111111111111111111 R 60 _ E 50 i■-__ 40 RW■-__ 30 I. 20 .. 11111111111Lomm.__11.11111.11111111111111111 1 0 al=111111111111111111111111111111111111111111111111111.11111111111111111111111111 11111111.1111111111111111111 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 Date 12/6/2017 or Page 3 Upon RIVER TERRACE EAST TH-One Head Calculation(H.1) 1p 12 14 16 18 20 24 Fitting Legend ,/Z '/. 1 1'/< 1% 2 2% 3 3% 4 5 6 8 Abbrev. Name 14 18 22 27 35 40 45 50 61 6 7 8 10 12 6 7 8 100 13 2 3 4 5 1 2 2 3 4 5 71 81 91 101 121 2 2 1 1 1 1 1 35 50 60 0 11 0 ET 90' Flwt Standard Teebw 1 1 1 10 12 15 17 20 25 30 0 0 0 0 00 G Generic Gate Valve 3 4 5 6 8 0 0 0 0 0 0 0 0 0 0 0 T 90'Aq Flow tTru 2 17 14 9 12 17 0 Utb" Aquapex Tee-Branch 1 2 2 4 2 1 0 0 0 0 0 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-One Head Calculation (H.1) Page 4 SUPPLY ANALYSIS Date 12/6/2017 Node at Static Source Pressure Residua/ Pressure Flow Available STR Pressure Total Demand 100.0 95Required Pressure 300.0 99.975 16.97 57.365 NODE ANALYSIS Node Tag Elevation Pressure de Type Discharge No at Node at Node H.1 129.0 Notes T.14 129.0 4'9 12.0 T.15 129.0 14.08 16.97 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 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 Page 5 Final Calculations - Hazen-Williams Date 12/6/2017 RIVE RIVER TERRACE EAST TH-One Head Calculation (H� Pt Pt ****** Pipev ******* Notes Qa Dia. Fitting Pipe's Pe Pn Hyd. „C., or Total Pf Ref. Point Qt Pf/Ft Eqv. Ln. 12.000 KFactor=4.90 Utb 17.0 7.000 0.0 H 1 6.19 0.671 0.0 17.000 Vel= 5.62 2 082 to 0.0 24.000 .08 0.0867 - 14.082 6.19 - ------- - - --- - 5.000 T.147 0.671 Utr 2.0 0.0 -4.07 19.000 Vel= 1.92_ --- -- --- -- T.14 Utb 17.0 0.288 ---_ -_-_ 150.0 to 0.0__- -24.000 ---- - 2.12-- --0..0120------ ------ -- 3.000 14.370 T.15 ---_----- 0.0 0.671 Utr 2.0 0.3 Vel= 1.92 T.15 0.0 2.000 0.060 to 150.0 p 0 5.000 212 0.0120 1.000 14.430 H.3 Utr 2.0 0.0 H.3 0.0 0.671 0.0 2.000 _ ..Vel= 1.92__---_------------ 150.0 0 036 to 3.000 T.16 2.12-----0.0120- -------------0.0----- ---2.000 14.466 0.0 Utr 2.0 0.0 ------- 0.0 0.671 2.000 Vel= 1.92 -- T.16 0.0 150.00.048--------------------_ 4.000 to 0 0120 0�0----- -- 14.514 -- 3.000 2.12 = Utb 17.0 H.4 - -_ _p.0 0.671 0.0 Vel= 1.92 H.4 0.0 17.000 2.240 to 150.0 0 0 20.000 T.17 2.12 0.0120 15.000 14.754 0.862 Utr 2.0 2.000 4.331 Vel= 2.31 T.17 2.08 0.00.213 ------------------ 150.0 17.000 ___--- to 0.0125 0.0 19.298 ----------------------- ---- 4.2------0.862 Utb 17.0 T.25 -___ 19.000 4.331 T.25 0.47 0 0.0 14.000 Vel= 2.57 150.0 33.000 0.501 to 0.0152 0.0 24.130 T.31 3.74.6 0.0 20.000 3.77 1.054 0.0 0.0 Vel= 3.10 T.31 0.00.340 to 150.0 0 0 20.000 T.30 8.44 0.0170 6.000 24.470 1.054 Utr 4.0 2.1606 T.30 8.53 T 2.44 6.440 2.16Vel= 6.24 to 150.0 2 0 12.440 S.1 16.97 0.0621 1.000 27.409 ** Fixed Loss= 15 -- 0.0 1.054 2E 2.44 16.732 2.440 Vel_ 6.24 -_- -- S.1 150.0 0.0 3.440 0.214 __-------------- to 0.0 - 16.97-____0.0622__ ___----- 2 355 2E 2 44 100.000 44. ** Fixed Loss= PRV _-- 0.0 1.054 3.000 Vel6.24 PRV 0.0 .440 6.363 to 150.0 0 0 102.440 MTR 16.97 0.0621 2.336 35.000 53.718 - 0.0 0.995 E MTR 5.836 9.345 0' Vel= 7.00 -_--- 150.0 T 3 647 _ to G 1.168 44.345 - - - 16.97 0.0822 _- K Factor- 2.24 STR 57.365 0.0 16.97 5.000 12.000 10.78 0.671 Utr 2.0 5.000 0.0 Vel= 9.78 H.1 0.0 1. to 150.0 0 0 7.000 T.13 10.78 0.2419 15.950 13.693 0.862 Utr 2.0 4.33193 = 4 78 -2.080.0 2.000 150.0 0 862 to 17.950 8 7 0_0480--------------0.0_---- 13.000 18.886 T.18 --- =- 0.862 Utb 17.0 4.33188 14.000Vel= 4.69 T.18 -0.16 0.0 1.253 to 150.0 p 0 27.000 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 Hyd. Qa Dia. Date 12/6/2017 RefRef. „C„ Fitting Pipe Pt Pt . Qt "C"Pf/ or Ftng's Eqv. Ln. Total Pf Pn ******* Notes ****** Poin0.0 8.54 T.13 --- 24.470 2.08 0.671 Utb 17.0 K Factor= 1.73 10.000 13.693 to 150.0 - ------ Utr 2.0 19.000 0.0 H.2 2.08 0.0115 H.2 0.0 29.000 0.334 0.0 0.671 Utr 2.0 Vel= 1.89 8.000 14.027 to 150.0 H.5 2.08 0.0116 0.0 2.000 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 H.7 - .0 13.000 0.150 0.0 0.671 ------ Vel= 1.89 0.0 10.000 to 14.293 - -----------------------_-------- 150.0 0.0 0.0 H.6 2.08 0.0115 0.0 H.6 0.0 10.000 0.115 0.0 0.671 Utb 17.0 11.000 Vel= 1.89 to 150.0 Utr 2.0 10.008 T.17 0.0115 0.0 2.08 19000 0.0 46 30.000 0.3 -- ------------------ 0.0 ------ Vel= 1.89 2.08 --------------- 14.754 K Factor= 0.54 T.14 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 0.0 14.773 0.175 T.20 -1.49 0.671 Utr 2.0 Vel= 2.24 to 150.0 Utb 17.04.000 18.588 to 2.58 0.0171 19.000 0.0 0 0.0 23.00 -------- _----- 0.393 T.21 0.0 0.671 Utr 2.0 Vel= 2.34 ----------- ------ to 150.0 4.000 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= 2.34 150.0 7000 19.084 to201 T.26 .58 0. 71 0.0 17.000 0.0 0.0 - 24.000 1.26 1.19 0.862 0.411 Vel= 2.34 to 21.000 19.495 ----------- 150.0 0.0 2.000 T.33 3.77 0.0102 4.331 23.000 ---------------------- 0.235 .33 -0.30 0.862 ------- = 0.0 Vel 2.07 to 150.0 2.000 24.061 ----------- T.32 3.47 0.0085 0.0 0.0 0.0 T.32 0.0 2.000 0.017 0.30 0.862 Utr 2.0 Vel= 1.91 3.000 24.078 to 150.0 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 1.49 0.671 Utb 17.0 K Factor= 0.77 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 PDate age 712/6/2017 Uponor RIVER TERRACE EAST TH-One Head Calculation (H.1) Hyd.Point Qa Dia. FFittingPipe tne's PetPv ******* Notes **•*** "C" Pt Pn Qt Pf/Ft Eqv. Ln. Ref. Total Pf Utr 2.0 10.000 18.887 T.19 0.16 0.671 to 150.0 Utb 17.0 19.000 0.0 el 1.50 T2 0.218V - V 0.0----_ 29.000---------- T.23 ------ 1.65 ---0.0075 ------------ 19.105 Utr 2.0 1.000 T.23 -0.30 0.671 0.0 to 150.0 0.0 2.000 Vel= 1.22 0.0 3.000. 0.016--------------_-- T.24 1.35 0.0053-------_- -_ T.24 0.30 0.671 19.121 Utb 17.0 6.000 to 150.0 0.0 17.000 0.0 23.000 0.0 0.073 Vel= 1.50 T.27 1.65 0.0075 19.294 Utb 17.0 6.000 T.27 -0.46 0.071 Utr 2.0 19.000 0.0 to 150.0 0.103 Vel= 1.08 H.11 1.19 0.0041 0.0 25.000 0.0 3.000 19.397 H.11 0.0 0.671 0.0 0.0 0.0 to 150.0Vel= 1.08_ _--- 0.0 3.000 0.012 T.28 1.19 ---0.0040 --------- T.28 0.0 0.671 19.409 Utr 2.0 2.000 0.0 to 150.0 Utb 17.0 19.000 0.086 Vel= 1.08 T.26 1.19 0.0041 0.0 21.000 0.0 19.495 K Factor= 0.27 1.19 8.886 T.18 0.16 0.862 Utb 17.0 5.000 10.0 T.19 0.16. 0.0001 150.0 0.0 14.000 = 0.09 to 0.0 _---- 19.000 0.001 Vel - ---------- 0.0 0.11 6 18.887 K Factor 0.04 19.105 _ ------------- - T.23 0.30 0.671 -- Utb 17.0 6.000 9.0 150.0 Utr 2.0 19.000 Vel= 0.27 to 0.0 25.000 0.009 H.10 0.3 0.0004 H.10 0.0 0.671 19.114 Utb 17.0 5.000 0.0 to 150.0 0.0 17.000 Vel= 0.27 0 007 - -- 0.0----22.000 � - ----- ------ T.24-------0.3----0.0003 ----__---- 0.0 19.121 _ K Factor= 0.07 -----.0.30--_---------------- ------ Utb 17.0 2.000 19.294 T.27 0.46 0.862 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 0.46 19 298 K Factor= 0.10 --------------------- Utb 17.0 11.000 24.061 T.33 0.30 0.671 2.0 19 Utr .000 0.0 to 150.0 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 0.0 150.0 0.0 17.000 Vel= _0.27 T.32 0.3 0.0003 0.0 25.000 0.008-__--.---- 0.0 24.078 K Factor= 0.06 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r I here by certify that this plan, specification or report was prepared by me or under my ,; % direct supervision and that I am NICET ` `'1`, Certified at Level IV. Brent D Kotula Date: Req. No. 113889 1 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 19816E 035 Contractor - ALLIANCE PLUMBING Contrac No.N - F190 Calculated By - PATRICK BROWN Non-Combustible Ceiling Height 9 Construction: (X) 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 System Type M Listed Flow at Start Point - 13 Gpm (X) Wet ( ) Dry Listed Pres. at Start Point - 7.04 Psi ( ) Deluge ( ) PreAction D MAXIMUM LISTED SPACING 16 - x 16 Gpm Sprinkler) eluor Nozzle E on FlowFAddedd - Gpm Make SENJU Model RC-RES S Additional Flow Added K-Factor 4.9 G IElevation at Highest Outlet - 129 Feet Size 7/16 Temperature Rating 162 G Note: N Calculation Gpm Required 26.0732 Psi Required 78.96 AtnRefgRef PtuSTR150 Summary C-Factor Used: Overhead 150 Pump Data: W Water Flow Test: Rated Cap. A Date of Test - x T Time of Test x @ Psi E Static (Psi) - 100 . ElElevev. R Residual (Psi) - 95 her 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 City Water Supply: Date 12/6/2017 Cl -Static Pressure : 100 C2-Residual Pressure: 95 C2-Residual Flow : 300 Demand: D1 -Elevation : 12.560 D2-System Flow : 26.073 D2-System Pressure : 78.963 Hose(Demand) . D3-System Demand :26.073 Safety Margin : 20.983 150 1■- 140 __ 130 ■-__ P 12° 111111111111111111111111 R 110 111111111111111111111111 E 100 m-__ S 90 �■--- - S 80 i��__ R 60 llIllIllhIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMIII 111111111111111 imminmall=1111111111111111.11mumnimm_E 50 40 �■-__ 30 ■-__ 20 A.■-__ IIIIIIIIIIIIIIIIIIIIInIIIIIIIIIIII 10 IAWIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 50 100 150 200111111111111111111111111111111111111111111 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 Date 12/6/2017 Upon RIVE RIVER TERRACE EAST TH-Two Head Calculation (H.7 &H.6 10 12 1a 16 18 20 24 '/2 /. 1 1% 2 2% 3 3% 4 5 6 8 Fitting Legend s 1/4 10 12 18 22 35 40 45 50 61 Abbrev. Name8 10 11 13 4 5 6 7 8 2 143 4 5 276 7 101 121 2 2 2 3 1 1 2 50 60 71 81 91 1 1 1 1 1 17 20 25 30 35 0 0 0 0 E 90'Standard TEe 1 1 8 10 12 15 0 0 0 G Generic Gate Valve 3 4 5 60 0 0 0 0 T Aq90'Flow thru Tee 2 17 14 9 12 17 0 00 00 00 00 0 0 0 1 2 2 4 2 1 0 Utb" Aquapex Tee-Branch Utr" Aquapex Tee-Run Units Summary Diameter Units Inches Length Units FeetUS Gallons per Minute Pressurelow 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) Page 4 SUPPLY ANALYSIS Date 12/6/2017 Node at Static Residual Available Source Pressure Pressure F/ow 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 H 7 at Node 129.0 Notes H.5 129.0 4.9 7.04 H.2 129.0 10.49 13.0 T.13 129.0 13.14 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 4'9 7.12 13.07 T.17 129.0 T.25 20.079.0 1.31 11 109.0 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 25.88 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-WilliamsUponPage 5 RIVE Date 12/6/2017 or RIVER TERRACE EAST TH-Two Head Calculation (H.7 &H.6) Pt Pt Notes ****** Pv ******* Hyd. Qa Dia. Fitting Pipee's Pe Y C Pf Pn Rol Point Qt Pf/Ft Eqv. Ln. Tota Utr 2.0 11.000 7.040 K Factor=4.90 H.7 11.33 0.0 0.0 2.000 0.0 Vel_ 10.28_--------- - - to 150.013.000 -- - --- ---- --- -- 0.2652 0' 3 447 11.33 -- -------- -- ----- -- -------8.000 10.487 H.5Utr 2.0 0.0 0.671 H.5 0.0 2.000 Vel= 102 150.02 651- --- --- ----- -------- --------------- to 0.0 10.000 .5 11.330.2651 ------- 10.000 13.138 8 H.2 -_-- - Utb 17.0 0.0 o 0.0 0.671 19.000 Vel= 10.28 150.0 Utr 2 0 29.000 7.689 to 0.0 T.13 11.33 0.2651 Utr 2.0 15.950 20.827 -1.93 0.862 0 0 2.00050 4.331 Vel= 5.17 T.13to 150.0 17 950 ---------------- 0.0554 0.0 _--- --------0.9 _------------- 9.4--_----'----- ------- 13.000 26.153 T.18 Utb 17.0 4.153 T.18 2.32 0.8620 0.0 14.000 Vel= 6.44 150.0 27 000 2.251 _---- - 31 to0.000 T.30 ____11.72__--0.0834__------------ - 6.000 32.735 4.0 14.35 1.054 UTr 2 44 6.440 2.166 T.30 1.709 Vel= 9.59 to 150.0 0 0 12.440 S.1 26.07 0.1374 44 1.000 36.610 ** Fixed Loss= 15 0.0 1.054 2E 2' 2.440 16.732 S.1 0.0Vel= 9.59 --------- --- 150.00.474 ----- ---to 0.0 3.440 ----- - 53.816 PRV 26.07 x_1378 _-2E--- 2.44 100.000 ** Fixed Loss= 3 PRV 0.0 1.054 0.0 2.440 3.000 Veli d.L9 150.0 0 0 102.440 14.079 to 70.895 MTR 26.07 0.9 54 E 2.336 35.000 0.0 0.995 9.345 0.0 Vel= 10.76 MTR 150.0 T 5.841 8.068 to G 1.168 44.345 STR 26.07 0.1819 0.0 78.963 -K Factor= 2.93__-_____.-- 26.07 ---------0.0 ---10.000 7.040 ------------ - 0.0 H.7 1.67 0.671 0.0 Vel= 1.52 150.0 10.000 0.077 to 0.0 K Factor=4.90 H.6 1.67 0.671 11.000 7.117 Utb 17.0 19.000 0.0 13.07 0.671 _-_---Vel= 13.37-_-_--_------- H.6 150.0 Utr 2.0 12.0 30 000 to 20.069 14.74 0.4317 Utr � 15.000 T.17 - - 4.33106 T.17 -2.73 0.862 0.0 2.000Vel= 6.60 150.0 17.000 1.483 _-_------ to25.883 T.25--------12.01----0.0872 ---------0.0 --19.000 ----- 7.0 -3.23 0.862 Utb 10.0 14.000 4.883 T.25 1.331 Vel= 4.83 to 150.0 0 0 33.000 T.31 8.78 0.0488 0.0 20.000 31.825 5.57 1.054 0.0 0.0 Vel= 5.28 T.31 150.0 0.0 0.910 to 0.0 20.000 T.30 14.35 0.0455 0.0 32.735 K Factor= 2.51 T.17 2.73 0.671 14.35 7.0 3.000 20.069 Utb 10.0 17.000 0.0 0.381 Vel= 2.48 to 150.0 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-Williams Uponor RIVER TERRACE EAST TH-Two Head Calculation(H.7& H.6) Page 6 Hyd. Date 12/6/2017 Qa Dia. Fitting Pipe Pt Ref. Pt Ref. Qt "C'Pf/ or Ftng's Pe Eqv. Ln. Pf Pv ******* Notes ****** Total Pn H.4 0.0 0.671 Utr 2.0 to 150.0 2.000 20.450 T.16 2.73 0.0192 0.0 2.000 0.0 0.0 T.16 0.0 0.671 4.000 0.077 Utr 2.0 - - - Vel 2.48 to 1.000 20.527 --------_.------- 150.0 0.0 2.000 H.3 2.73 0.0190 0.0 H.3 0.0 3.000 0.057 0.0 3.000 20.0.671 Utr 2.0 .5 Vel= 2.48 to 150. 584 0 T.15 2.73 O.0 0.0 2.000 0.0 0.0 5.000 T.15 0.0 0.671 0.096 Vel= 2.48 to Utr 2.0 5.000 20.680 150.0 Utb 17.0 19.000 0.0 T.14 2.73 0.0191 T.14 0.0 24.000 0.458 1.93 0.862 0.0 Vel= 2.48 14.773 21.138 to 150.0 0.0 0.0 4.331 T.20 4.660.0151 0.0 14.773 T.20 ---_--_------------- --- _0.223 Vel= 2.56 -1.70 0.671 Utr 2.0 --- -- 4.000 to 150.0 Utb 17.0 25.692 - - T.21 2.96 0.0222 19.000 0.0 T.21 0.0 23.000 0.510 0.0 4 0.671 Utr 2.0 Vel = 2.69 to 150.0 .000 26.202 H.9 2.96 0.0222 0.0 2.000 0.00.0 6.000 H.9 0.133 0.0 0.671 - - -- Utb 17.0 WI = 2.69 to 150.0 7.000 26.335 - - T.26 2.96 0.0222 0.0 17.000 0.0 T.26 0.0 24.000 0.532 2.62 0.862 Utr 2.0 Vel= 2.69 21.000 26.867 to 150.0 T.33 5.58 0.0211 0.0 2000 4.331 T.33 0.0 23.000 0.485 -0.45 0.862 0 0 Vel= 3.07 to 150.0 2.000 31.683 T.32 5.13 0.0180 0�0 0.0 0.0 T.32 0.0 2.000 0.036 0.45 0.862 Utr 2,0 Vel= 2.82 3.00o 31.719 to 150.0 T.31 5.58 0.0212 0.0 2.000 0.0 0.0 ----------------- --------- 5.000 0.0 --- 0.106 Vel= 3.07 5.58 - ------------------- T.13 31.825 1.93 0.671 Utr 2.0 20.827 K Factor= 0.99 to 5.000 - ------- 0.0 ---------------- 150.0 2.000 H.1 0.0100 0.0 1.93 0.0 671 0.0 0. 7.000 H.1 ----------- ------- 0.070 0-- - - Utb 17.0 WI = 1.75 to 150.0 7.000 20.897 ------------- T.14 1.93 0.0100 0.0 17.000 0.0 0.0 24.000 0.241 0.0 Vel= 1.75 1.93 -------- 21.138 - - - -- 1.70 0.671 Utb 17.0 K Factor= 0.42 T.20 6.000 25.692 to 150.0 - - 0.0 17.000 0.0 H.8 1.7 0.0080 H.8 0.0 23.000 0.183 0.0 0.671 Utb 17.0 Vel= 1.54 to 150.0 Utr 2.0 9.000 20.075 T.19 1.7 0.0079 0.019.0°0 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 or Page 7 Upon RIVER TERRACE EAST TH-Two Head Calculation(H.7 &H. Date 12/6/2017 Pt Hy d. Qa Dia. Fitting Pipe's Ppe tPv ******* Notes '""""" PoQt Pf/Ft Eqv. Ln. Total Pf Pn Point Utb 17.0 5.000 26.073 T.19 0.62 0. 0.0 14.000 0.0 to 150.0 62 T.18 0.0 19.000 Vel= 1.28 _-----_--------- _------.2.32 0.0042 _------------------ 0.080.0 2 26.153 K Factor= 0.45 2.32 25.883 T.25 3.24 0.862 Utb 17.0 2.000 0.0 150.0 0.0 14.000 Vel= 1.78 to 0.0 16.000 0.123 T.27 3.24 0.0077 6.000 26.006 T.27 -0.63 0.671 Utb 17.0 0.0 Utr 2.0 19.000 Vel= 2.37 to 150.0 0.0 25 000 0.439 H.11 _-----2.61 0.0176_-------_--0.671 0.0 3.000 26.445 0.0 0.0 H.11 150.0 0.0 0.0 0.053 Vel= 2.37 to 0.0 3.000 T.28 2.61 0.0177 2.000 26.498 T.28 0.0 0.671 Utr 2.0 0.0 = Utb 17.0.00 19.000 Vel 2.37 to 150.0 21000 0.369 - T.26 -2.61----0.0176 Vel----------- 0.0 26.867 K Factor= 0.5 2.61 ------------------------ T.27 0.62 0.671 Utb 17.0 6.000 26.006 0.0 1 .000 0.0 T.24 to 150.00 029 Vel= 0.56 0.62 0.0013 0.0 23.000 000 26.035 T.24 -0.11 0.671 Utr 2.0 1. 0.0 2.000 150.0 0.0 0.002 Vel= 0.46___---___-__-- to 3.000 T.23 0.51 0.0007___--_---___--- 10.000 26.037 T.23 0.11 0.671 Utr 2.0 0.0 150.0 Utb 17.0 19.000 Vel= 0.56 to 0.0 29.000 0.036 T.19 0.62 0.0012 0.0 26.073 K Factor= 0.12 0.62 5.000 26.035 T.24 0.12 0.671 Utb 17.0 17.000 0.0 0.0 Vel = 0.11 _- to 150.0 22.000 0.001 H.10 __-----0=12--- 0.0 ----------- -0 0 6.000 26.036 H.10 0.0 0.671 Utb 17.0 0.0 Utr 2.0 19.000 Vel= 0.11 to 150.0 0.0 25,000 0.001 T.23 0.12 0.0 0.1 26.037 _ _-_K Factor= 0.02 0.12 __ _ --------- ----- 31.683 Utb 17.0 11.000 T.33 0.44 0.671 to 150.0 Utr 2.0 19.000 0.0 0.44 0.0007 0.0 30.000 0.020 Vel= 0.40 H.12 H.12 0.0 0.671 Utb 17.0 8.000 31.70317.000 0.0 150.0 0.0 Vel= 0.40 _----__ - -- to 0.0 25.000 -0.016 T.32 -0.44 0.0006_--_-_---_-- 0.0 31.719 K Factor= 0.08 0.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087