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Report (25)
/1457:20/? , c */72 J 1 3303 Sto RECEIVED 1 here by certify that this plan, specification, FEB 6 2018 or report was prepared by me or under my direct supervision and that I am NICET CITY OF TIGARD Certified at Level IV. BUILDING DIVISION 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 -One Head Calculation (H.9) Drawing : RESIDENTIAL Location : UNIT E-6 1-1/4 SERVICE TIGARD OR 97223 Remote Area : 1 Contract : 19816F 036 Data File : 19816F 036 River Terr East E-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.9) 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 036 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 62.67 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 Page 2 RIVER TERRACE EAST TH-One Head Calculation (H.9) Date 12/6/2017 City Water Supply: Demand: Cl -Static Pressure : 100 D1 -Elevation : 12.560 C2- Residual Pressure: 95 D2-System Flow : 16.974 C2- Residual Flow : 300 D2-System Pressure : 62.670 Hose (Demand) D3-System Demand : 16.974 Safety Margin : 37.306 150 140 130 p 120 R 110 Cl E 100 ° -------- C2 S 90 • S 80 U 70 D2 R 60 E 50 40 30 20 10 : D1 50 100 150 200 250 300 350 400 450 FLOW(NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 RIVER TERRACE EAST TH-One Head Calculation (H.9) Date 12/6/2017 Fitting Legend Abbrev. Name % 1/4 1 1% 1% 2 2% 3 3% 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 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.9) 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 62.67 NODE ANALYSIS Pressure Node Tag Elevation Node Type at Node at Node Discharge Notes H.9 129.0 4.9 12.0 16.97 T.21 129.0 17.18 H.7 129.0 17.67 T.20 129.0 17.91 H.5 129.0 18.1 T.18 129.0 18.26 T.17 129.0 18.82 T.22 119.0 23.47 T.32 109.0 28.95 T.31 109.0 29.09 S.1 104.0 32.71 PRV 100.0 49.66 MTR 100.0 59.02 STR 100.0 62.67 H.10 129.0 13.46 H.8 129.0 14.6 H.6 129.0 15.54 H.4 129.0 16.68 T.19 129.0 18.76 T.24 119.0 23.56 T.29 119.0 21.96 H.15 119.0 22.75 T.30 119.0 23.61 T.35 109.0 28.09 H.16 109.0 28.2 T.34 109.0 28.44 H.13 119.0 22.71 T.27 119.0 22.82 T.23 119.0 23.45 H.11 119.0 23.5 T.25 119.0 23.56 H.12 119.0 23.58 T.28 119.0 23.6 H.14 119.0 23.6 H.3 129.0 18.77 H.1 129.0 18.78 H.2 129.0 18.79 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.9) Hyd. Qa DiaFitting Pipe Pt Pt ******* Notes ****** Ref. .c„ or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H,9 10.14 0.671 Utb 17.0 5.000 12.000 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 Vel= 9.20 T.21 10.14 0.2160 0.0 24.000 5.185 T.21 -6.86 0.671 Utb 17.0 1.000 17.185 to 150.0 0.0 17.000 0.0 Vel= 2.98 H.7 3.28 0.0268 0.0 18.000 0.482 H.7 0.0 0.671 Utr 2.0 7.000 17.667 to 150.0 0.0 2.000 0.0 Vel= 2.98 T.20 3.28 0.0269 0.0 9.000 0.242 T.20 0.0 0.671 Utr 2.0 5.000 17.909 to 150.0 0.0 2.000 0.0 H.5 3.28 .0.0267 - -_- -_ - 0.0 - 7.000 - -- 0.187- - -- - - Vel = 2.98 H.5 0.0 0.671 Utr 2.0 4.000 18.096 to 150.0 0.0 2.000 0.0 0.0 6.000 0.161 Vel = 2.98 T.18 - - 3.28 0.0268 - - -- - - -_- - - - - T.18 0.0 0.671 Utr 2.0 2.000 18.257 to 150.0 Utb 17.0 19.000 0.0 Vel= 2.98 T.17 3.28 0.0268 0.0 21.000 0.563 T.17 0.56 0.862 Utb 17.0 16.413 18.820 to 150.0 0.0 14.000 4.331 0.0 30A13 0.323 Vel= 2.11 T.22 3.84 0.0106 - - - - -- - T.22 2.64 0.862 Utb 17.0 27.000 23.474 to 150.0 0.0 14.000 4.331 Vel = 3.56 T.32 6.48 0.0279 0.0 41.000 1.142 T.32 4.02 1.054 0.0 5.640 28.947 to 150.0 0.0 0.0 0.0 Vel = 3.86 T.31 10.5 0.0255 0.0 5.640 0.144 T.31 6.47 1.054 Utr 4.0 17.000 29.091 to 150.0 T 2.44 6.440 2.166 Vel= 6.24 S.1 16.97 0.0621 0.0 23.440 1.456 S.1 0.0 1.054 2E 2.44 1.000 32.713 ** Fixed Loss= 15 to 150.0 0.0 2.440 16.732 PRV 16.97 0.0622 0.0 3.440 0.214 Vel= 6.24 ----------- PRV 0.0 1.054 2E 2.44 100.000 49.659 Fixed Loss= 3 to 150.0 0.0 2.440 3.000 Vel**Fi6.24 MTR 16.97 0.0621 0.0 102.440 6.364 MTR 0.0 0.995 E 2.336 35.000 59.023 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 62.670 K Factor= 2.14 H.9 6.83 0.671 0.0 14.000 12.000 to 150.0 0.0 0.0 0.0 Vel= 6.20 H.10 6.83 0.1041 0.0 14.000 1.457 H.10 0.0 0.671 Utr 2.0 9.000 13.457 to 150.0 0.0 2.000 0.0 Vel= 6.20 H.8 6.83 0.1040 0.0 11.000 1.144 H.8 0.0 0.671 Utr 2.0 7.000 14.601 to 150.0 0.0 2.000 0.0 Vel = 6.20 H.6 6.83 0.1041 0.0 9.000 0.937 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.9) 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.6 0.0 0.671 Utr 2.0 9.000 15.538 to 150.0 0.0 2.000 0.0 H.46.83 0.1040 0.0 11.000 1.144 - - --- Vel = 6.20 H.4 0.0 0.671 Utb 17.0 1.000 16.682 to 150.0 Utr 2.0 19.000 0.0 1.19 6.83 0.1040 0.0 20.000 2.081 Vel= 6.20 T.19 -0.56 0.862 Utr 2.0 15.609 18.763 to 150.0 0.0 2.000 4.331 T.24 6.27 0.0262 0.0 17.609 0.462 T.24 0.20 0.862 2Utb 34.0 15.344 23.556 Vel = 3.45 to 150.0 0.0 28.000 4.331 T.31 6.47 0.0278 0.0 43.344 1.204 Vel = 3.56 0.0 6.47 29.091 K Factor= 1.20 T.21 6.86 0.862 0.0 14.371 17.185 to 150.0 0.0 0.0 4.331 T.29 6.86 0.0309 0.0 14.371 0.444 - - Vel= 3.77 T.29 -3.41 0.671 Utb 17.0 8.000 21.960 - - - to 150.0 Utr 2.0 19.000 0.0 H.15 3.45 0.0294 0.0 27.000 0.794 H.15 0.0 0.671 Utb 17.0 12.000 22.754 Vel = 3.13 to 150.0 0.0 17.000 0.0 T.30 3.45 0.0294 0.0 29.000 0.853 - -- ---- - Vel = 3.13 T.30 0.57 0.862 -- - - - 0.0 13.000 23.607 to 150.0 0.0 0.0 4.331 T.35 4.02 0.0115 0.0 13.000 0.150 T.35 0.0 0.671 Utr 2.0 1.000 28.088 Vel = 2.21 to 150.0 0.0 2.000 0.0 H.16 4.02 0.0390 0.0 3.000 0.117 Vel = 3.65 H.16 0.0 0.671 Utr 2.0 4.000 28.205 to 150.0 0.0 2.000 0.0 T.34 4.02 0.0392 0.0 6.000 0.235 T.34 0.0 0.671 Utr 2.0 11.000 28.440 Vel = 3.65 to 150.0 0.0 2.000 0.0 T.32 4.02 0.0390 0.0 13.000 0.507 - -- Vel = 3.65 0.0 4.02 28.947 K Factor= 0.75 T.29 3.41 0.671 Utb 17.0 9.000 21.960 to 150.0 0.0 17.000 0.0 H.13 3.41 0.0287 0.0 26.000 0.746 H.13 0.0 0.671 Utr 2.0 2.000 22.706 Vel = 3.09 to 150.0 0.0 2.000 0.0 T.27 3.41 0.0288 0.0 4.000 0.115 Vel= 3.09 T.27 0.0 0.671 Utr 2.0 3.000 22.821 to 150.0 Utb 17.0 19.000 0.0 T.23 3.41 0.0287 0.0 22.000 0.632 T.23 -2.64 0.671 Utb 17.0 7.000 23.453 Vel= 3.09 to 150.0 0.0 17.000 0.0 H.11 0.77 0.0018 0.0 24.000 0.044 Vel= 0.70 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-One Head Calculation (H.9) 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.11 0.0 0.671 Utb 17.0 13.000 23.497 to 150.0 Utr 2.0 19.000 0.0 Vel= 0.70 T.25 0.77 0.0018 0.0 32.000 0.059 T.25 -0.20 0.671 Utb 17.0 8.000 23.556 to 150.0 Utr 2.0 19.000 0.0 Vel= 0.52 H.12 0.57 0.0010 0.0 27.000 0.028 H.12 0.0 0.671 Utr 2.0 8.000 23.584 to 150.0 0.0 2.000 0.0 T.28 0.57 0.0011 0.0 10.000 0.011 Vel = 0.52 T.28 0.0 0.671 Utr 2.0 2.000 23.595 to 150.0 0.0 2.000 0.0 H.14 0.57 0.0010 0.0 4.000 0.004 Vel = 0.52 H.14 0.0 0.671 Utr 2.0 6.000 23.599 to 150.0 0.0 2.000 0.0 T.30 0.57 0.0010 0.0 8.000 0.008 __- Vel= 0.52 0.0 0.57 23.607 K Factor= 0.12 T.19 0.56 0.671 Utr 2.0 4.000 18.763 to 150.0 0.0 2.000 0.0 H.3 0.56 0.0010 0.0 6.000 0.006 Vel = 0.51 H.3 0.0 0.671 Utr 2.0 10.000 18.769 to 150.0 0.0 2.000 0.0 H.1Vel = 0.51 0.56 0.0011 0.0 12.000 0.013 ---- H.1 0.0 0.671 Utr 2.0 9.000 18.782 to 150.0 0.0 2.000 0.0 H.2 0.56 0.0010 0.0 11.000 0.011 Vel= 0.51 H.2 0.0 0.671 Utb 17.0 10.000 18.793 to 150.0 0.0 17.000 0.0 Vel = 0.51 T.17 0.56 0.0010 0.0 27.000 0.027 0.0 0.56 18.820. K Factor= 0.13 _ T.23 2.64 0.862 Utr 2.0 2.000 23.453 to 150.0 0.0 2.000 0.0 T.22 2.64 0.0052 0.0 4.000 0.021 Vel= 1.45 0.0 2.64 23.474 K Factor= 0.54 T.24 -0.20 0.862 0.0 1.000 23.556 to 150.0 0.0 0.0 0.0 0.0 1.000 0.0 Vel = 0.11 T.25 -0.2 0.0 - 0.0 -0.20 23.556 K Factor= -0.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • jjC1IVlP FEB 6 2-018 I here by certify that this plan, specification of or report was prepared by me or under my CITY direct supervision and that I am NICET DVILDING DIVISION 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.10& H.8) Drawing : RESIDENTIAL Location : UNIT E-6 1-1/4 SERVICE TIGARD OR 97223 Remote Area : 1 Contract : 19816F 036 Data File : 19816F 036 River Terr East E-6, 1-1_4 serv.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE EAST TH -Two Head Calculation (H.10&H.8) 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 036 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 26.0049 Psi Required 81.65 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.10& H.8) 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 : 26.005 D2-System Pressure : 81.649 Hose (Demand) D3-System Demand : 26.005 Safety Margin : 18.297 150 140 130 p 120 R 110 Cl E 100 do �� - e2 S 90 D2 s 80 II U 70 R 60 E 50 40 30 20 ' 10 D1 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-Two Head Calculation (H.10 &H.8) Fitting Legend Abbrev. Name 1/2 '/4 1 1% 1% 2 2% 3 3'/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 5 5110 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 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 217 142 9 221 12 7 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 r • Flow Summary- NFPA 2007 Uponor RIVER TERRACE EAST TH-Two Head Calculation (H.10&H.8) 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 26.0 81.649 NODE ANALYSIS Node Ta Pressure Discharge g Elevation Node Type at Node at Node Notes H.10 129.0 H.9 129.0 4'9 7.04 13.0 T.21 129.0 11.65 T.29 119.0 19.56 H.15 119.0 24.59 T.30 119.0 25.88 T.35 109.0 27.26 H.16 109.0 31.91 T.34 109.0 32.16 T.32 109.0 33.73 T.31 109.0 33.73 S.1 104.0 34.03 PRV 100.0 5 MTR 100.0 56.61 .61 STR 100.0 73.62 H.8 129.0 81.65 H.6 129.0 4.9 7.04 13.0 H.4 129.0 T.19 129.0 14.14 10.24 T.24 119.0 21.24 H.7 129.0 26.93 T.20 129.0 20.24 H.5 129.0 20.58 T.18 129.0 20.84 T.17 129.0 21.07 T.22 119.0 21.87 26.93 H.13 119.0 T.27 119.0 25.74 T.23 119.0 25.92 9 H.3 129.0 2 H.1 129.0 21.31.3 H.2 129.0 21.44 H.11 119.0 21.9 T.25 119.0 26.91 H.12 119.0 26.93 T.28 119.0 27.11 H.14 119.0 27.18 27.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 Uponor Dateg52/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.10 &H.8) Hyd. Qa Dia. Fitting PipePt Pt ***«** C„ or Ftng's Pe Pv ******* Notes Ref. Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.10 12.74 0.671 0.0 14.000 7.040 K Factor=4.90 150.0 0.0 0.0 0.0 to 4.612 Vel= 11.56... 12.74 0.3294 0.0 14.000 - - H.9 - ---- -- 11.652 H.9 Utb 17.0 5.000 0.0 0.671 to 150.0 Utr 2.0 19.000 0.0 =l 5 05 Vel= 11.56 0.0 24.000 0.9 0 T.21 12.74 0.3294 - -_- T.21 -3.96 0.862 0.0 14.371 19.557 150.0 0.0 0.0 4.331 to Vel= 4.83 T.29 8.78 0.0489 0.0 14.371 0.703 T.29 -4.30 0.671 Utb 17.0 8.000 24.591 to 150.0 Utr 2.0 19.000 0.0 Vel= 4.06 1.287 0.0 27.000--_ --- - ----- -- - - -- H.15 ---- - 4.48 0.0477 ---- H.15 0.0 0.671 Utb 17.0 12.000 25.878 to 150.0 0.0 17.000 0.0 382 Vel= 4.06 0.0 29.000 1.- T.30 4.48 0.0477 --------_- T.30 1.55 0.862 0.0 13.000 27.260 0.0 0.0 4.331 to 150.0 T.35 6.03 0.0244 0.0 13.000 0.317 Vel= 3.32 T.35 0.0 0.671 Utr 2.0 1.000 30.908 to 150.0 0.0 2.000 0.248 - -_ Vel = 5.47 ----- - - 0.0 3.000 -- e H.16 --- 6.03----.0.0827 _-- --- - - H.16 0.0 0.671 Utr 2.0 4.000 32.156 to 150.0 0.0 2.000 Vel = 5.47 T.34 6.03 0.0827 0.0 6.000 0.496 T.34 0.0 0.671 Utr 2.0 11.000 32.652 to 150.0 0.0 2.000 0.0 Vel= 5.47 T.32 6.03 0.0826 0.0 13.000 1.074 T.32 9.82 1.054 0.0 5.640 33.726 150.0 0.0 0.0 0.0 T.31 15.85 0.0546 0.0 5.640 to 0.308 Vel= 5.83 T.31 10.15 1.054 Utr 4.0 17.000 34.034 to 150.0 T 2.44 6.440 2.166 Vel= 9.56 S.1 26.0.-- 0.1368 0.0 23.440 3.206------- ---- - ------ _ S.1 0.0 1.054 2E 2.44 1.000 39.406 0.0 2.440 16.732 to 150.0 ** Fixed Loss= 15 PRV 26.0 0.1369 0.0 3.440 0.471 Vel= 9.56 100.000 56.609 2E 2.44 PRV 0.0 1.054 2.440 3.000 ** Fixed Loss= 3 to 150.0 0.0 _---__-_ MTR 26.0 0.1368 0.0 102.440 14.010 Vel= 9.56 MTR 0.0 0.995 E - 2.336 35.000 73.619 to 150.0 T 5.841 9.345 0.0 Vel= 10.73 STR 26.0 0.1811 G 1.168 44.345 8.030 0.0 81.649 KFactor= 2.88 26.00 000 7.040 H.10 0.26 0.671 Utr 2.0 9. 0.0 to 150.0 0.0 2.000 Vel= 0.24 H.80.0 11.000 0.003 KFactor=4.90 0.26 0.0003 --_-__ - - 7.043 H.8 13.01 0.671 Utr 2.0 7.000 7.0 to 150.0 0.0 2.000 Vel= 12.04 H.6 13.27 0.3550 0.0 9.000 3.195 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.10&H.8) Dat 6 te 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.6 0.0 0.671 Utr 2.0 9.000 10.238 to 150.0 0.0 2.000 0.0 H.4 13.27 0.3551 0.0 11.000 3.906 - _ - _ Vel = 12.04 H.4 0.0 0.671 Utb 17.0 1.000 14.144 to 150.0 Utr 2.0 19.000 0.0 T.19 13.27 0.3550 0.0 20.000 7.101 Vel= 12.04 T.19 -2.04 0.862 Utr 2.0 15.609 21.245 to 150.0 0.0 2.000 4.331 T.24 11.23 0.0770 0.0 17.609 1.356 T.24 -1.07 0.862 2Utb 34.0 15.344 26.932 Vel= 6.17 to 150.0 0.0 28.000 4.331 T.31 10.16 0.0639 0.0 43.344 2.771 Vel= 5.59 0.0 10.16 34.034 K Factor= 1.74 T.21 3.96 0.671 Utb 17.0 1.000 19.557 to 150.0 0.0 17.000 0.0 H.7 3.96 0.0379 0.0 18.000 0.682 Vel= 3.59 H.7 0.0 0.671 Utr 2.0 7.000 20.239 - - - to 150.0 0.0 2.000 0.0 T.20 3.96 0.0379 0.0 9.000 0.341 1.20 0.671 Utr 2.0 Vel= 3.59 to 150.0 02...00 .0 2.0005.000 0.020.580 H.5 3.960.0 0.0379 . 7.000____ 0.265 - - - - Vel= 3.59 H.5 0.0 0.671 Utr 2.0 4.000 20.845 to 150.0 0.0 2.000 0.0 T.18 3.96 0.0378 0.0 6.000 0.227 T.18 0.0 0.671 Utr 2.0 2.000 21.072 Vel= 3.59 to 150.0 Utb 17.0 19.000 0.0 T.17 3.96 0.0379 0.0 21.000 0.795 Vel= 3.59 T.17 2.04 0.862 Utb 17.0 16.413 21.867 to 150.0 0.0 14.000 4.331 T.22 6.0 0.0241 0.0 30.413 0.734 T.22 3.82 0.862 Utb 17.0 27.000 26.932 Vel= 3.30 to 150.0 0.0 14.000 4.331 T.32 9.82 0.0601 0.0 41.000 2.463 Vel= 5.40 0.0 9.82 33.726 K Factor= 1.69 T.29 4.30 0.671 Utb 17.0 9.000 24.591 to 150.0 0.0 17.000 0.0 H.13 4.3 0.0442 0.0 26.000 1.149 H.13 0.0 0.671 Utr 2.0 2.000 25.740 Vel= 3.90 to 150.0 0.0 2.000 0.0 T.27 4.3 0.0442 0.0 4.000 0.177 Vel= 3.90 T .27 0.0 0.671 Utr 2.0 3.000 25.917 to 150.0 Utb 17.0 19.000 0.0 T.23 4.3 0.0442 0.0 22.000 0.973 T.23 -0.48 0.862 Utr 2.0 2.000 26.890 Vel = 3.90 to 150.0 0.0 2.000 0.0 T.22 3.82 0.0105 0.0 4.000 0.042 Vel= 2.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Final Calculations - Hazen-Williams Page 7 Uponor Date 72/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.10&H.8) 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 3.82 26.932 K Factor= 0.74 T.19 2.04 0.671 Utr 2.0 4.000 21.245 to 150.0 0.0 2.000 0.0 H.3 2.04 0.0112 0.0 6.000 0.067 Vel = 1.85 H.3 0.0 0.671 Utr 2.0 10.000 21.312 to 150.0 0.0 2.000 0.0 H.1 2.04 0.0111 0.0 12.000 0.133 Vel= 1.85 H.1 0.0 0.671 Utr 2.0 9.000 21.445 to 150.0 0.0 2.000 0.0 H.2 2.04 0.0111 0.0 11.000 0.122Vel= 1.85 -- -H.2 0.0 0.671 Utb 17.0 10.000 21.567 to 150.0 0.0 17.000 0.0 T.17 2.04 0.0111 0.0 27.000 0.300 Vel= 1.85 0.0 K Factor= 0.44 2.04 21.867 a.. T.23 0.48 0.671 Utb 17.0 7.000 26.890 to 150.0 0.0 17.000 0.0 H.11 0.48 0.0007 -- - - - 0.0--- 24.000 Vel= 0.44- -0.018 -- - - - --H.11 0.0 0.671 Utb 17.0 13.000 26.908 to 150.0 Utr 2.0 19.000 0.0 Vel= 0.44 T.25 0.48 0.0008 0.0 32.000 0.024 T.25 1.07 0.671 Utb 17.0 8.000 26.932 to 150.0 Utr 2.0 19.000 0.0 Vel= 1.41 H.12 1.55 0.0067 0.0 27.000 0.181 H.12 0.0 0.671 Utr 2.0 8.000 27.1 13 to 150.0 0.0 2.000 0.0 T.28 1.55 0.0067 0.0 10.000 0.067 Vel = 1.41 T.28 0.0 0.671 Utr 2.0 2.000 27.180 to 150.0 0.0 2.000 0.0 H.14 1.55 0.0068 0.0 4.000 0.027Vel= 1.41 -_. H.14 0.0 0.671 Utr 2.0 6.000 27.20 7 to 150.0 0.0 2.000 0.0 - _ T.30 1.55 0.0066 0.0 8.000 0.053 Vel= 1.41 0.0 1.55 27.260 K Factor= 0.30 T.24 1.07 0.862 0.0 1.000 26.932 to 150.0 0.0 0.0 0.0 0.0 1.000 0.0 Vel = 0.59 T.25 1.07 0.0 0 .0 1.07 26.932 K Factor= 0.21 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087