Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (146)
1 e7 Sw 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 2 12U 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 - 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 A Page 1 Uponor Date 12/6/2017 RIVER TERRACE EAST TH - One Head Calculation (H.9) HYDRAULIC DESIGN INFORMATION SHEET Date - 12/4/17 Name - RIVER TERRACE EAST TH Location - TIGARD OR 97223 No. 1 Contract Building - RESIDENTIAL Systemyt - 19816F 036 Contractor - ALLIANCE PLUMBING Drawing NN. - F190 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: (X) 1 ( ) 2 ( ) 4 ( ) S ( )Other Date T ( ) Specific Ruling Made by E Type M Listed Flow at Start Point - 17 Gpm System Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry ( ) preAction D MAXIMUM LISTED SPACING 18 x 18 Gpm (S) Deluge orr Nozzle E Domestic Flow Added - Gpm Make SENJU Model RC-RES S Additional Flow Added - p K-Factor 4.9 I Elevation at Highest Outlet - 129 Feet TemperatureSize e Rating Fat G Note: 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 RIVER TERRACE EAST TH -One Head Calculation (H.9) 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 : 62.670 Hose ( Demand ) D3-System Demand : 16.974 Safety Margin : 37.306 150 140 130 p 120 R 110 Cl S 9111 00 �■-_-- - S 80 U 70 D2 R 60 E 50 40 30 20 10 D1 .. . . . . I 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 or Page 3 Upon RIVER TERRACE EAST TH -One Head Calculation (H.9) Date 12/6/2017 Fitting Legend 1% 1' 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Abbrev. Name % % 1 2 2 2 3 4 5 6 7 8 10 12 134 148 22 227 35 440 455 50 61 E 90'Standard Elbowaly1 1 1 1 1 1 1 1 1 2 2 G 11 13 Generic Gate Valve 3 4 5 6 8 10 12 15 17 20 25 30 35 505 606 717 881 991 101 121 T 90'Aq Flow tTe Tee 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 Utb* Aquapex Tee-Ru Branch 1 2 2 4 2 1 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.9) Page 4 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 99.975 16.97 62.67 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H g Notes 129.0 T.21 4.9 12.0 16.97 129'0 17.18 H.7 129.0 T.20 129.0 17.67 H.5 129.0 17.91 T.18 129.0 18.1 T.17 129.0 18.26 T.22 119.0 18.82 T.32 109.0 23.47 T.31 109.0 28.95 S.1 104.0 29.09 PRV 100.0 32.71 MTR 100.0 49.06 STR 100.0 59.02 H.10 129.0 62.67 H.8 129.0 13.46 H.6 129.0 14.6 H.4 129.0 15.54 T.19 129.0 16.68 T.24 119.0 18.76 T.29 119.0 23.56 H.15 119.0 21.96 T.30 119.0 22.75 T.35 109.0 23.61 H.16 109.0 28.09 T.34 109.0 28.2 H.13 119.0 28.44 T.27 119.0 22.71 T.23 119.0 22.82 H.11 119.0 23.45 T.25 119.0 23.5 H.12 119.0 23.56 T.28 119.0 23.58 H.14 119.0 23.6 H.3 129.0 23.6 H.1 129.0 18.77 H.2 129.0 18.78 18.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams or Page 5 Upon RIVE Date 12/6/2017 RIVER TERRACE EAST TH -One Head Calculation (H.9 Hyd. Qa Dia. Fitting Pipes Pt Pt ******* Notes ****** y "C" Pn Ref.iEqv. Ln. Total Pf Point Qt Pf/Ft 5.000 12.000 K Factor=4.90 H.9 10.14 0.671 Utb 17.0 to 150.0 Utr 2.0 19.000 0.0 24.000 5.185 0.0 Vel = 9.20 T.21 10.14 0.2160 17.185 T.21 -6.86 0.671 Utb 17.0 1.000 7.0 150.0 0.0 17.000 Vel = 2.98 to 0.0 18.000 0.482 H.7 3.28 0.0268 7.000 17.667 to H.7 0.0 0.671 Utr 2.0 7.0 0.0 9.000 0.242 150.0 0.0 2.000 Vel = 2.98 T.20 3.28 0.0269 5.000 17.909 T.20 0.0 0.671 Utr 2.0 0.0 150.0 0.0 2.000 Vel = 2.98 to 0.0 7.000 0.187 H.5 3.28 0.0267 4.000 18.096 H.5 0.0 0.671 Utr 2.0 to 0.0 0.0 6.000 0.161 150.0 0.0 2.000Vel = 2.98 T.18 3.28 0.0268 2.000 18.257 T.18 0.0 0.671 Utr 2.0 to 0.0 0.0 21.000 0.563 150.0 Utb 17.0 19.000Vel = 2.98 T.17 3.28 0.0268 18.820 to T.17 0.56 0.862 Utb 17.0 16.413 4.820 150.0 0.0 14.000 0.0 30.413 0.323 Vel = 2.11 T 22 3.84 0.0106 23.474 to T.22 2.64 0.862 Utb 17.0 27.000 4.47 150.0 0.0 14.000 0.0 41.000 1.142 Vel = 3.56 T.32 6.48 0.0279 1.054 0.0 5.640 28.947 4.02 0.0 T.32 150.0 0.0 0.0 Vel = 3.86 to 0.0 5.640 0.144 T.31 10.5 0.0255 29.091 to T.31 6.47 1.054 Utr 4.0 17.000 2.091 150.0 T 2.44 6.440 0.0 23.440 1.456 Vel = 6.24 S.1 16.97 0.0621 1.000 32.713 S.1 0.0 1.054 2E 2.44 16.732213 ** Fixed Loss= 15 150.0 0.0 2.440Vel = 6.24 to 0.0 3.440 0.214 PRV 16.97 0.0622 100.000 49.659 PRV 0.0 1.054 2E 2.44 3.0006 ** Fixed Loss= 3 150.0 0.0 2.440Vel = 6.24 to 0.0 102.440 6.364 MTR 16.97 0.0621 MTR 0.0 0.995 E 2.336 35.000 59.0230.0 150.0 T 5.841 9.345 3.647 Vel = 7.00 to G 1.168 44.345 STR 16.97 0.0822 0.0 62.670 K Factor= 2.14 16.97 12.000 0.0 14.000 H.9 6.83 0.671 0.0 0.0 0.0 to 150.014.000 0.0 Vel = 6.20 6.83 0.1041 0.0 H.10 13.457 H.10 0.0 0.671 Utr 2.0 9.000 3.0 150.0 0.0 2.000 Vel = 6.20 to 0.0 11.000 1.144 H 8 6.83 0.1040 7.000 14.601 H.8 0.0 0.671 Utr 2.0 4.0 150.0 0.0 2.000 Vel = 6.20 to 0.0 9.000 0.937 H.6 6.83 0.1041 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) Page 6 Date 12/6/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt "C" or Ref.PointQt Pf/Ft Ftng's Pe Pv ******* Notes ****** 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 H.4 6.83 0.1040 0.0 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 T.19 6.83 0.1040 0.0 20.000 2.081 Vel = 6.20 T.19 -0.56 0.862 toUtr 2.0 15.609 18.763 150.0 0.0 2.000 4.331 T.24 6.27 0.0262 0.0 17.609 T.24 0.462 Vel = 3.45 0.20 0.862 2Utb 34.0 15.344 23.556 to 150.0 0.0 28.000 4.331 T.31 6.47 0.0278 0.0 43.344 1.204 0.0 Vel = 3.56 6.47 29.091 T.21 6.86 0.862 K Factor= 1.20 to 0�0 14.371 17.185 150.0 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 Vel = 3.13 H.15 0.0 0.671 Utb 17.0 12.000 22.754 to 150.0 0.0 17.000 0.0 T.30 3.45 0.0294 0.0 29.000 0.853 T.30 0.57 0.862 Vel = 3.13 to 0�0 13.000 23.607 150.0 0.0 0.0 4.331 T.35 4.02 0.0115 0.0 13.000 0.150 Vel = 2.21 T.35 0.0 0.671 Utr 2.0 1.000 28,088 to 150.0 0.0 2.000 0.0 H.16 4.02 0.0390 0.0 3.000 H.16 0.117 Vel = 3.65 0.0 0.671 Utr 2.0 4.000 28.205 to 150.0 0.0 2.000 T.34 4.02 0.0392 0.0 0.0 6.000 0.235 Vel = 3.65 T.34 0.0 0.671 Utr 2.0 11.000 28.440 to 150.0 0.0 2.000 T.32 4.02 0.0390 0.0 0.0 13.000 0.507 Vel = 3.65 0.0 4.02 28.947 T.29 3.41 0.671 Utb 17.0 K Factor= 0.75 to 9.000 21.960 150.0 0.0 17.000 0.0 H.13 3.41 0.0287 0.0 26.000 0.746 Vel = 3.09 H.13 0.0 0.671 Utr 2.0 2.000 22.706 to 150.0 0.0 2.000 0.0 T.27 3.41 0.0288 0.0 4.000 T.27 0.115 Vel = 3.09 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 Vel = 3.09 T.23 -2.64 0.671 Utb 17.0 7.000 23.453 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 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 ****** Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.11 0.0 0.671 Utb 17.0 13.000 23.497 150.0 Utr 2.0 19.000 0.0 Vel = 0.70 to 0.0 32.000 0.059 T.25 0.77 0.0018 Utb 17.0 8.000 23.556 T.25 -0.20 0.671 Utr 2.0 19.000 0.0 to 150.0 H.12 0.57 0.0010 0.0 27.000 0.028 Vel = 0.52 H.12 0.0 0.671 Utr 2.0 8.000 23.584 150.0 0.0 2.000 0.0 Vel = 0.52 to 0.0 10.000 0.011 T.28 0.57 0.0011 T.28 0.0 0.671 Utr 2.0 2.000 23.595 150.0 0.0 2.000 0.0 Vel = 0.52 to 0.0 4.000 0.004 H.14 0.57 0.0010 H.14 0.0 0.671 Utr 2.0 6.000 23.599 to 150.0 0.0 2.000 Vel = 0.52 T.30 0.57 0.0010 0.0 8.000 0.008 0.0 23.607 K Factor= 0.12 0.57 T.19 0.56 0.671 Utr 2.0 4.000 18.763 150.0 0.0 2.000 0.0 Vel = 0.51 to 0.0 6.000 0.006 H.3 0.56 0.0010 H.3 0.0 0.671 Utr 2.0 10.000 18.769 150.0 0.0 2.000 0.0 Vel = 0.51 to 0.0 12.000 0.013 H.1 0.56 0.0011 H.1 0.0 0.671 Utr 2.0 9.000 18.782 150.0 0.0 2.000 0.0 Vel = 0.51 to 0.0 11.000 0.011 H.2 0.56 0.0010 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 18820 KFactor= 0.13 0.56 T.23 2.64 0.862 Utr 2.0 2.000 23.453 to 150.0 0.0 2.000 0.0 Vel = 1.45 T.22 2.64 0.0052 0.0 4.000 0.021 0.0 23.474 K Factor= 0.54 2.64 T.24 -0.20 0.862 0.0 1.000 23.556 0.0 0.0 0.0 to 150.0 0.0 1.000 0.0 Vel = 0.11 T.25 -0.2 0.0 0.0 23.556 K Factor= -0.04 -0.20 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: 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 -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: Cl Static Pressure 100 C2- Residual Pressure:e95 Demand: C2- Residual Flow : 300 D1 -System :26.00512.560 D2-System Pl ew : 81.64 D2-System Pressure : 81.649 Hose ( Demand ) D3- System Demand : 26.005 Safety Margin : 18 297 150 I■-_ 11111111111111111111111111111111111111111111111111111111 140 ■-_ 1111111111111111111111111111111111111111111111111111111 130 1■-_ 111111111111111111111111111111111111111111111111111111111 P 11° R 110m E 100 ,mw S 9011 ■-_w D2 111111111111111111111111111111111110111111111111111111 S 807° 1111111111111.1111111111111111111111111111.11111111111111111111111 R 60 E 50 � - 11.111111111111111111111111111111111111111111111111111111.1111111 _ 40 I■-_ 30 � -_ 20 �■-_ 111111111111111111.11111111111111111111111111111111111111111111111.111111111111 1° 111111111111111111111111.11111111.1111.01111111mummummem 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 3 Date 12/6/2017 Uponor RIVER TERRACE EAST TH -Two Head Calculation (H.10&H.8) 8 10 12 14 16 18 20 24 Fitting Legend 1/2 3/4 1 11/4 11/2 2 2% 3 31/2 4 5 6 Abbrev. Name 61 10 12 14 18 22 27 35 40 45 110 13 2 2 2 3 4 5 6 7 8 5 6 7 8 10 1 1 1 1 1 1 2 2 3 4 71 81 91 101121 E 90'Standard Elbow 1 1 1 15 17 20 25 30 35 50 60 0 0 0 T Generic Gate Valve 6 8 10 12 0 0 0 0 0 0 0 0 G3 4 5 00 0 0 0 0 T 90'Aq Flow tTe Tee 17 14 9 12 17 0 0 0 0 2 4 2 1 0 0 0 0 0 Utb" Aquapex Tee-Branch 1 2 2 0 Utr" Aquapex Tee-Run Units Summary Diameter Units InchesLengFeet Flow h Units Units US Gallons per Minute Pressurelow 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 -Two Head Calculation (H.10& H.8) Paget4 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 Pressure Node Tag Elevation Node Type at Node Dischargeat Node Notes H.10 129.0 4.9 7.04 13.0 H.9 129.0 11.65 T.21 129.0 19.56 T.29 119.0 24.59 H.15 119.0 25.88 T.30 119.0 27.26 T.35 109.0 31.91 H.16 109.0 32.16 T.34 109.0 32.65 T.32 109.0 33.73 T.31 109.0 34.03 S.1 104.0 39.41 PRV 100.0 56.61 MTR 100.0 73.62 STR 100.0 81.65 H.8 129.0 4.9 7.04 13.0 H.6 129.0 10.24 H.4 129.0 14.14 T.19 129.0 21.24 T.24 119.0 26.93 H.7 129.0 20.24 T.20 129.0 20.58 H.5 129.0 20.84 T.18 129.0 21.07 T.17 129.0 21.87 T.22 119.0 26.93 H.13 119.0 25.74 T.27 119.0 25.92 T.23 119.0 26.89 H.3 129.0 21.31 H.1 129.0 21.44 H.2 129.0 21.57 H.11 119.0 26.91 T.25 119.0 26.93 H.12 119.0 27.11 T.28 119.0 27.18 H.14 119.0 27.21 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 -Two Head Calculation (H.10 & H.8) Hyd. Qa DiaFitting Pipe Pt Pt Ref. Pv ******* Notes ****** .C" or Ftng's Pe 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 to 150.0 0.0 0.0 0.0 Vel = 11.56 H.9 12.74 0.3294 0.0 14.000 4.612 H.9 0.0 0.671 Utb 17.0 5.000 11.652 to 150.0 Utr 2.0 19.000 0.0 Vel = 11.56 T.21 12.74 0.3294 0.0 24.000 7.905 T.21 -3.96 0.862 0.0 14.371 19.557 to 150.0 0.0 0.0 4.331 T.29 8.78 0.0489 0.0 14.371 0.703 Vel = 4.83 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 H.15 4.48 0.0477 0.0 27.000 1.287 H.15 0.0 0.671 Utb 17.0 12.000 25.878 to 150.0 0.0 17.000 0.0 Vel = 4.06 T.30 4.48 0.0477 0.0 29.000 1.382 T.30 1.55 0.862 0.0 13.000 27.260 to 150.0 0.0 0.0 4.331 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 31.908 to 150.0 0.0 2.000 0.0 Vel = 5.47 H.16 6.03 0.0827 0.0 3.000 0.248 H.16 0.0 0.671 Utr 2.0 4.000 32.156 to 150.0 0.0 2.000 0.0 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 to 150.0 0.0 0.0 0.0 Vel = 5.83 T.31 15.85 0.0546 0.0 5.640 0.308 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 Loss= 15 Fixed to 150.0 0.0 2.440 16.732 Vel** Fid. 6 PRV 26.0 0.1369 0.0 3.440 0.471 PRV 0.0 1.054 2E 2.44 100.000 56.609 Loss- 3 Fixed to 150.0 0.0 2.440 3.000 Vel** Fid. MTR 26.0 0.1368 0.0 102.440 14.010 56 MTR 0.0 0.995 E 2.336 35.000 73.619 to 150.0 T 5.841 9.345 0.0 10.73- Vel - STR 26.0 0.1811 G 1.168 44.345 8.030 0.0 26.00 81.649 K Factor= 2.88 H.10 0.26 0.671 Utr 2.0 9.000 7.040 to 150.0 0.0 2.000 0.0 Vel = 0.24 H.8 0.26 0.0003 0.0 11.000 0.003 H.8 13.01 0.671 Utr 2.0 7.000 7.043 K Factor=4.90 to 150.0 0.0 2.000 0.0 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 Final Calculations - Hazen-Williams Uponor RIVER TERRACE EAST TH -Two Head Calculation (H.10 & H.8) 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.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 Vel = 3.59 T.20 0.0 0.671 Utr 2.0 5.000 20.580 to 150.0 0.0 2.000 0.0 H.5 3.96 0.0379 0.0 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 Vel = 3.59 T.18 0.0 0.671 Utr 2.0 2.000 21.072 to 150.0 Utb 17.0 19.000 0.0 T.17 3.96 0.0379 0.0 21.000 0.795 1.17 2.04 0.862 Utb 17.0 16.413 21.867 Vel = 3.59 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 1.29 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 Vel = 3.90 H.13 0.0 0.671 Utr 2.0 2.000 25.740 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 Vel = 3.90 T.23 -0.48 0.862 Utr 2.0 2.000 26.890 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 Final Calculations - Hazen-Williams Uponor Page 7 ,. Dateg12/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.10 & H.8) 7 .. 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 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 Vel = 1.85 H.3 2.04 0.0112 0.0 6.000 0.067 H.3 0.0 0.671 Utr 2.0 10.000 21.312 to 150.0 0.0 2.000 0.0 Vel = 1.85 H.1 2.04 0.0111 0.0 12.000 0.133 H.1 0.0 0.671 Utr 2.0 9.000 21.445 to 150.0 0.0 2.000 0.0 Vel = 1.85 H.2 2.04 0.0111 0.0 11.000 0.122 H.2 0.0 0.671 Utb 17.0 10.000 21.567 to 150.0 0.0 17.000 0.0 Vel = 1.85 T.17 2.04 0.0111 0.0 27.000 0.300 0.0 21.867 K Factor= 0.44 2.04 T.23 0.48 0.671 Utb 17.0 7.000 26.890 to 150.0 0.0 17.000 0.0 Vel = 0.44 H.11 0.48 0.0007 0.0 24.000 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 27.113 to 150.0 0.0 2.000 0.0 Vel = 1.41 T.28 1.55 0.0067 0.0 10.000 0.067 T.28 0.0 0.671 Utr 2.0 2.000 27.180 to 150.0 0.0 2.000 0.0 Vel = 1.41 H.14 1.55 0.0068 0.0 4.000 0.027 H.14 0.0 0.671 Utr 2.0 6.000 27.207 to 150.0 0.0 2.000 0.0 Vel = 1.41 T.30 1.55 0.0066 0.0 8.000 0.053 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 T.25 1.07 0.0 0.0 1.000 0.0 Vel = 0.59 0.0 1.07 26.932 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087