Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (38)
A Uponor Page 1Date 12/29/2016 RIVER TERRACE-One Head Calculation (H.8) HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 12/29/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 12 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 012 Calculated By - EVAN BENEDICT 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 - 10 Gpm System Type Listed Pres. at Start Point - 7.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLF37 I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 162 N Calculation Gpm Required 10 Psi Required 36.38 Atef Pt STR 150 Summary C-Factor Used: Overhead 150 Underground W Water Flow Test: Pump Data: A Date of Test - 1/14/16 Rated Cap. T Time of Test - 11 AM @ Psi E Static (Psi) - 60 Elev. R Residual (Psi) - 55 Other Flow (Gpm) - 3650 S Elevation - 100 P Location: x P L Source of Information: WATER AUTHORITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V V GLGI V Li_l,/I y V UI VG V Uponor . RIVER TERRACE- One Head Calculation (H.8) Paget2 Date 12/29/2016 City Water Supply: Cl - Static Pressure 60 Demand: C2- Residual Pressure: 55 D1 - Elevation : 12.127 C2 - Residual Flow : 3650 D2 - System Flow : 9,997 D2 -System Pressure : 36.377 Hose ( Demand ) D3 -System Demand : 9.997 Safety Margin : 23.623 150 140 130 P 120 : R 110 E 100 S 90 S 80 U 70 Cl R 60 ° E 50 E _ C2 40 D2 30 20 10 Q D1 400 800 1200 1600 2000 2400. .2800 . LOW( N ^ 1.85 ) 3200 FLOW 3600 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I ILLII�y� "ecu %al/11111.u.y Page 3 Uponor Page 12/29/2016 RIVER TERRACE-One Head Calculation (H.8) Fitting Legend6 8 10 12 14 16 18 20 24 Abbrev. Name '/z 3 1 1% 11/2 2 2'A 3 31/ 4 5 2 2 2 3 4 5 6 7 8 10 12 14 18 22 272 35 40 45 50 61 GE 90'Generic Gate Elbowaly1 1 1 1 1 1 2 2 3 7 8 10 11 13 T 90 Floc Valve 1 1 1 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 305 500 600 701 801 901 1001 102 1 Utb* Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 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 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 - One Head Calculation (H.8) Page 4 Date 12/29/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 3650.0 60.0 10.0 36.377 NODE ANALYSIS Pressure Node Tag Elevation Node Type at Node at Node Discharge Notes H.8 128.0 3.7 7.3 10.0 H.11 128.0 7.93 T.36 128.0 9.24 H.16 128.0 9.42 H.13 128.0 9.49 T.32 128.0 9.67 T.34 118.0 14.02 T.37 108.0 18.51 T.23 108.0 18.73 S.1 104.0 20.82 MTR 100.0 35.01 STR 100.0 36.38 T.28 128.0 7.68 T.20 128.0 9.04 H.1 128.0 9.34 H.4 128.0 9.45 T.22 128.0 9.67 T.21 118.0 14.05 T.19 118.0 13.44 H.3 118.0 13.67 H.2 118.0 13.76 H.5 118.0 13.85 T.24 118.0 14.01 H.6 118.0 13.53 T.30 118.0 13.58 H.12 118.0 13.61 T.38 118.0 13.69 H.18 118.0 13.82 H.17 118.0 13.86 T.33 118.0 14.01 T.35 118.0 13.69 T.41 108.0 18.18 H.15 108.0 18.38 H.14 108.0 18.46 T.39 108.0 18.5 T.40 108.0 18.33 H.10 128.0 9.67 H.7 128.0 9.67 T.26 118.0 14.01 T.25 118.0 14.01 H.9 118.0 14.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 Uponor Date 52/29/2016 RIVER TERRACE-One Head Calculation (H.8) Pipe Pt Pt Ref. ****** Qa Dia. Fitting ******* Notes Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.8 5.19 0.671 Utr 2.0 8.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 Vel = 4.71 H.11 5.19 0.0626 0.0 10.000 0.626 H.11 0.0 0.671 Utb 17.0 4.000 7.926 to 150.0 0.0 17.000 0.0 Vel = 4.71 T.36 5.19 0.0627 0.0 21.000 1.316 T.36 -3.61 0.671 Utb 17.0 7.000 9.242 to 150.0 Utr 2.0 19.000 0.0 Vel - 1.43 H.16 1.58 0.0069 0.0 26.000 0.179 - H.16 0.0 0.671 0.0 10.000 9.421 to 150.0 0.0 0.0 0.0 Vel = 1.43 H.13 1.58 0.0068 0.0 10.000 0.068 H.13 0.0 0.671 Utb 17.0 7.000 9.489 to 150.0 Utr 2.0 19.000 0.0 Vel = 1.43 T.32 1.58 0.0069 0.0 26.000 0.179 T.32 -0.14 0.862 Utr 2.0 13.000 9.668 to 150.0 0.0 2.000 4.331 Vel = 0.79 T.34 1.44 0.0017 0.0 15.000 0.026 T.34 1.20 0.862 Utb 17.0 15.000 14.025 to 150.0 0.0 14.000 4.331 Vel = 1.45 T.37 2.64 0.0053 0.0 29.000 0.154 T.37 3.48 1.054 Utr 4.0 19.000 18.510 to 150.0 0.0 4.000 0.0 Vel = 2.25 T.23 6.12 0.0094 0.0 23.000 0.217 T.23 3.88 1.054 Utr 4.0 8.967 18.727 to 150.0 T 2.44 6.440 1.732 3.68= Vel S.1 10.0 0.0233 0.0 15.407 0.359 S.1 0.0 1.054 2E 2.44 60.000 20.818 to 150.0 0.0 2.440 12.732 Vel** Fid.Loss ss - 11 Fixed MTR 10.0 0.0233 0.0 62.440 1.457 68 MTR 0.0 0.995 E 2.336 35.000 35.007 to 150.0 T 5.841 9.345 0.0 Vel = 4.13 STR 10.0 0.0309 G 1.168 44.345 1.370 0.0 10.00 36.377 K Factor= 1.66 H.8 4.80 0.671 Utr 2.0 5.000 7.300 to 150.0 0.0 2.000 0.0 Vel = 4.35 T.28 4.8 0.0543 0.0 7.000 0.380 T.28 0.0 0.671 Utr 2.0 6.000 7.680 to 150.0 Utb 17.0 19.000 0.0 Vel = 4.35 T.20 4.8 0.0542 0.0 25.000 1.355 T.20 -2.88 0.671 Utb 17.0 14.000 9.035 to 150.0 0.0 17.000 0.0 Vel = 1.74 H.1 1.92 0.0100 0.0 31.000 0.309 H.1 0.0 0.671 Utr 2.0 9.000 9.344 to 150.0 0.0 2.000 0.0 Vel = 1.74 H.4 1.92 0.0100 0.0 11.000 0.110 H.4 0.0 0.671 Utb 17.0 5.000 9.454 to 150.0 0.0 17.000 0.0 Vel = 1.74 T.22 1.92 0.0100 0.0 22.000 0.219 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor RIVER TERRACE - One Head Calculation (H.8) Page 6 Date 12/29/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.22 0.14 0.862 0.0 14.000 9.673 to 150.0 0.0 0.0 4.331 T.21 2.06 0.0034 0.0 14.000 0.047 1.21 1.82 0.862 Utb 17.0 16.000 14.051 Vel = 1.13 to 150.0 Utr 2.0 16.000 4.331 T.23 3.88 0.0108 0.0 32.000 0.345 Vel = 2.13 0.0 3.88 18.727 K Factor= 0.90 T.20 2.88 0.862 0.0 12.000 9.035 to 150.0 0.0 0.0 4.331 T.19 2.88 0.0062 0.0 12.000 0.074 1.19 -1.16 0.671 Utb 17.0 11.000 13.440 Vel = 1.58 to 150.0 0.0 17.000 0.0 H.3 1.72 0.0081 0.0 28.000 0.228 Vel = 1.56 H.3 0.0 0.671 Utr 2.0 9.000 13.668 to 150.0 0.0 2.000 0.0 H.2 1.72 0.0081 0.0 11.000 0.089 Vel = 1.56 H.2 0.0 0.671 Utr 2.0 10.000 13.757 to 150.0 0.0 2.000 0.0 H.5 1.72 0.0081 0.0 12.000 0.097 H.5 0.0 0.671 Utb 17.0 2.000 13.854 Vel = 1.56 to 150.0 0.0 17.000 0.0 T.24 1.72 0.0082 0.0 19.000 0.155 T.24 0.10 0.862 Utb 17.0 2.000 14.009 Vel = 1.56 to 150.0 0.0 14.000 0.0 T.21 1.82 0.0026 0.0 16.000 0.042 Vel = 1.00 0.0 1.82 14.051 K Factor= 0.49 T.19 1.16 0.671 Utb 17.0 5.000 13.440 to 150.0 Utr 2.0 19.000 0.0 H.6 1.16 0.0039 0.0 24.000 0.094 Vel = 1.05 H.6 0.0 0.671 Utr 2.0 10.000 13.534 to 150.0 0.0 2.000 0.0 T.30 1.16 0.0039 0.0 12.000 0.047 Vel = 1.05 T.30 0.0 0.671 Utr 2.0 5.000 13.581 to 150.0 0.0 2.000 0.0 H.12 1.16 0.0040 0.0 7.000 0.028 H.12 0.0 0.671 Utb 17.0 3.000 13.609 Vel = 1.05 to 150.0 0.0 17.000 0.0 T.38 1.16 0.0039 0.0 20.000 0.078 T.38 0.14 0.671 Utb 17.0 8.000 13.687 Vel = 1.05 to 150.0 Utr 2.0 19.000 0.0 H.18 1.3 0.0049 0.0 27.000 0.131 Vel = 1.18 H.18 0.0 0.671 0.0 9.000 13.818 to 150.0 0.0 0.0 0.0 H.17 1.3 0.0048 0.0 9.000 0.043 H.17 0.0 0.671 Utb 17.0 11.000 13.861 Vel = 1.18 to 150.0 Utr 2.0 19.000 0.0 T.33 1.3 0.0049 0.0 30.000 0.146 Vel = 1.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 7 Uponor Date 72/29/2016 RIVER TERRACE-One Head Calculation (H.8) Hyd. Qa Dia. Fitting Pipe Pt Pt ******* Notes "*'*"* C�� or Ftng's Pe Pv Ref. Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.33 -0.09 0.862 Utb 17.0 1.000 14.007 to 150.0 0.0 14.000 0.0 T.34 1.21 0.0012 0.0 15.000 0.018 Vel = 0.67 0.0 1.21 14.025 K Factor= 0.32 1 T.36 3.62 0.862 0.0 12.000 9.242 to 150.0 0.0 0.0 4.331 T.35 3.62 0.0094 0.0 12.000 0.113 Vel = 1.99 T.35 -0.14 0.862 Utr 2.0 16.000 13.686 to 150.0 0.0 2.000 4.331 Vel = 1.91 T.41 3.48 0.0088 0.0 18.000 0.159 T.41 -1.66 0.671 Utb 17.0 4.000 18.176 to 150.0 Utr 2.0 19.000 0.0 Vel - 1.65 H.15 1.82 0.0090 0.0 23.000 0.207 - H.15 0.0 0.671 0.0 9.000 18.383 to 150.0 0.0 0.0 0.0 H.14 1.82 0.0090 0.0 9.000 0.081 Vel = 1.65 H.14 0.0 0.671 Utr 2.0 2.000 18.464 to 150.0 0.0 2.000 0.0 T.39 1.82 0.0090 0.0 4.000 0.036 Vel = 1.65 T.39 1.66 1.054 0.0 3.000 18.500 to 150.0 0.0 0.0 0.0 T.37 3.48 0.0033 0.0 3.000 0.010 Vel = 1.28 0.0 3.48 18.510 K Factor= 0.81 T.35 0.14 0.862 Utb 17.0 3.000 13.686 to 150.0 0.0 14.000 0.0 T.38 0.14 0.0001 0.0 17.000 0.001 Vel = 0.08 0.0 0.14 13.687 K Factor= 0.04 T.41 1.65 0.671 Utb 17.0 1.000 18.176 to 150.0 Utr 2.0 19.000 0.0 Vel - 1.50 T.40 1.65 0.0076 0.0 20.000 0.151 T.40 0.0 0.671 Utb 17.0 16.000 18.327 to 150.0 Vel = 1.50 T.39 1.65 0.0075 0.0 23.000 0.173 0.0 1.65 18.500 K Factor= 0.38 1 T.32 0.14 0.671 Utb 17.0 5.000 9.668 to 150.0 0.0 17.000 0.0 Vel = 0.13 H.10 0.14 0.0001 0.0 22.000 0.002 H.10 0.0 0.671 Utr 2.0 7.000 9.670 to 150.0 0.0 2.000 0.0 Vel = 0.13 H.7 0.14 0.0001 0.0 9.000 0.001 H.7 0.0 0.671 Utb 17.0 12.000 9.671 to 150.0 Utr 2.0 19.000 0.0 0.13= Vel T.22 0.14 0.0001 0.0 31.000 0.002 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 RIVER TERRACE-One Head Calculation (H.8) Date 12/29/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.14 9.673 K Factor= 0.05 T.33 0.10 0.671 Utb 17.0 10.000 14.007 to 150.0 0.0 17.000 0.0 T.26 0.1 0.0 0.0 27.000 0.001 Vel = 0.09 T.26 -0.02 0.671 Utr 2.0 1.000 14.008 to 150.0 0.0 2.000 0.0 T.25 0.08 0.0 0.0 3.000 0.0 Vel = 0.07 T.25 0.02 0.671 Utr 2.0 2.000 14.008 to 150.0 Utb 17.0 19.000 0.0 T.24 0.1 0.0 0.0 21.000 0.001 Vel = 0.09 0.0 0.10 14.009 K Factor= 0.03 T.26 0.02 0.671 Utb 17.0 9.000 14.008 to 150.0 0.0 17.000 0.0 H.9 0.02 0.0 0.0 26.000 0.0 Vel = 0.02 H.9 0.0 0.671 Utb 17.0 11.000 14.008 to 150.0 Utr 2.0 19.000 0.0 T.25 0.02 0.0 0.0 30.000 0.0 Vel = 0.02 0.0 0.02 14.008 K Factor= 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVED JAN 2 3 2017 CITY OF TIGARD BUILDING DIVISION 1 AquaSAFETM FIRE SAFETY SYSTEM REVISION Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 OFFICE COPY Job Name : RIVER TERRACE -Two Head Calculation (H.1 & H.4) Drawing : RESIDENTIAL Location : BUILDING 2 UNIT K-5 TIGARD OR 97223 Remote Area : 12 Contract : 19816F 012 Data File : 19816F 012 Bldg 2, Unit K-5 (A).wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE-Two Head Calculation (H.1 & H.4) Date 12/29/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 12/29/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 12 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 012 Calculated By - EVAN BENEDICT 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 - 10 Gpm System Type Listed Pres. at Start Point - 7.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLF37 I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 162 N Calculation Gpm Required 20.0269 Psi Required 50.23 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 1/14/16 Rated Cap. T Time of Test - 11 AM @ Psi E Static (Psi) - 60 Elev. R Residual (Psi) - 55 Other Flow (Gpm) - 3650 S Elevation - 100 P Location: x P L Source of Information: WATER AUTHORITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V V CA LGI V U ppiy V LI I VG V Uponor RIVER TERRACE -Two Head Calculation (H.1 & H.4) Page 2 Date 12/29/2016 City Water Supply: Demand: Cl - Static Pressure : 60 D1 Elevation : 12.127 C2 - Residual Pressure: 55 D2 - System Flow : 20.027 C2 - Residual Flow : 3650 D2-System Pressure : 50.228 Hose ( Demand ) D3- System Demand : 20.027 Safety Margin : 9.772 150 140 130 p 120 R110 E 100 S 90 s 80 U 70 Cl R 60 D2 — C2 E 50 0 0 40 30 20 10 D1 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I 11.1.11 IyJ VJC3u %.Jldl 1111 IGI y Page 3 Uponor Date 12/29/2016 RIVER TERRACE-Two Head Calculation (H.1 & H.4) Fitting Legend 24 Abbrev. Name '/2 3A 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 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 Page 4 ' RIVER TERRACE -Two Head Calculation (H.1 & H.4) Date 12/29/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 3650.0 60.0 20.03 50.228 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 128.0 3.7 7.3 10.0 T.20 128.0 12.41 T.28 128.0 13.07 H.8 128.0 13.25 H.11 128.0 13.52 T.36 128.0 14.08 T.35 118.0 18.46 T.41 108.0 23.07 H.15 108.0 23.43 H.14 108.0 23.57 T.39 108.0 23.63 T.37 108.0 23.65 T.23 108.0 24.24 S.1 104.0 27.28 MTR 100.0 45.28 STR 100.0 50.23 H.4 128.0 3.7 7.35 10.03 T.22 128.0 13.12 T.21 118.0 18.13 T.19 118.0 16.98 H.6 118.0 17.52 T.30 118.0 17.8 H.12 118.0 17.95 T.38 118.0 18.4 H.3 118.0 17.44 H.2 118.0 17.62 H.5 118.0 17.81 T.24 118.0 18.12 T.25 118.0 18.3 T.26 118.0 18.32 T.33 118.0 18.55 T.34 118.0 18.63 H.7 128.0 13.65 H.10 128.0 13.8 T.32 128.0 14.18 H.9 118.0 18.31 H.18 118.0 18.46 H.17 118.0 18.48 H.16 128.0 14.12 H.13 128.0 14.14 T.40 108.0 23.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5 RIVER TERRACE -Two Head Calculation (H.1 & H.4) Date 12/29/2016 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.1 8.76 0.671 Utb 17.0 14.000 7.300 K Factor= 3.70 to 150.0 0.0 17.000 0.0 T.20 8.76 0.1647 0.0 31.000 5.106 Vel = 7.95 T.20 -5.50 0.671 Utr 2.0 6.000 12.406 to 150.0 Utb 17.0 19.000 0.0 T.28 3.26 0.0265 0.0 25.000 0.662 Vel = 2.96 T.28 0.0 0.671 Utr 2.0 5.000 13.068 to 150.0 0.0 2.000 0.0 H.8 3.26 0.0266 0.0 7.000 0.186 Vel = 2.96 H.8 0.0 0.671 Utr 2.0 8.000 13.254 to 150.0 0.0 2.000 0.0 H.11 3.26 0.0265 0.0 10.000 0.265 Vel = 2.96 H.11 0.0 0.671 Utb 17.0 4.000 13.519 to 150.0 0.0 17.000 0.0 T.36 3.26 0.0265 0.0 21.000 0.557 Vel = 2.96 T.36 -0.73 0.862 0.0 12.000 14.076 to 150.0 0.0 0.0 4.331 T.35 2.53 0.0048 0.0 12.000 0.058 Vel = 1.39 T.35 2.14 0.862 Utr 2.0 16.000 18.465 to 150.0 0.0 2.000 4.331 T.41 4.67 0.0152 0.0 18.000 0.274 Vel = 2.57 T.41 -2.23 0.671 Utb 17.0 4.000 23.070 to 150.0 Utr 2.0 19.000 0.0 H.15 2.44 0.0155 0.0 23.000 0.357 Vel = 2.21 H.15 0.0 0.671 0.0 9.000 23.427 to 150.0 0.0 0.0 0.0 H.14 2.44 0.0156 0.0 9.000 0.140 Vel = 2.21 H.14 0.0 0.671 Utr 2.0 2.000 23.567 to 150.0 0.0 2.000 0.0 T.39 2.44 0.0155 0.0 4.000 0.062 Vel = 2.21 T.39 2.23 1.054 0.0 3.000 23.629 to 150.0 0.0 0.0 0.0 T.37 4.67 0.0057 0.0 3.000 0.017 Vel = 1.72 T.37 5.93 1.054 Utr 4.0 19.000 23.646 to 150.0 0.0 4.000 0.0 T.23 10.6 0.0260 0.0 23.000 0.598 Vel = 3.90 T.23 9.43 1.054 Utr 4.0 8.967 24.244 to 150.0 T 2.44 6.440 1.732 S.1 20.03 0.0844 0.0 15.407 1.300 Vel = 7.37 S.1 0.0 1.054 2E 2.44 60.000 27.276 to 150.0 0.0 2.440 12.732 ** Fixed Loss = 11 MTR 20.03 0.0844 0.0 62.440 5.268 Vel = 7.37 MTR 0.0 0.995 E 2.336 35.000 45.276 to 150.0 T 5.841 9.345 0.0 STR 20.03 0.1117 G 1.168 44.345 4.952 Vel = 8.26 0.0 20.03 50.228 K Factor= 2.83 H.1 1.24 0.671 Utr 2.0 9.000 7.300 to 150.0 0.0 2.000 0.0 H.4 1.24 0.0045 0.0 11.000 0.049 Vel = 1.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 ' RIVER TERRACE -Two Head Calculation (H.1 & H.4) Date 12/29/2016 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 10.03 0.671 Utb 17.0 5.000 7.349 K Factor= 3.70 to 150.0 0.0 17.000 0.0 T.22 11.27 0.2625 0.0 22.000 5.776 Vel = 10.23 T.22 -2.57 0.862 0.0 14.000 13.125 to 150.0 0.0 0.0 4.331 T.21 8.7 0.0480 0.0 14.000 0.672 Vel = 4.78 T.21 0.73 0.862 Utb 17.0 16.000 18.128 to 150.0 Utr 2.0 16.000 4.331 T.23 9.43 0.0558 0.0 32.000 1.785 Vel = 5.18 0.0 9.43 24.244 K Factor= 1.92 T.20 5.50 0.862 0.0 12.000 12.406 to 150.0 0.0 0.0 4.331 T.19 5.5 0.0205 0.0 12.000 0.246 Vel = 3.02 T.19 -2.51 0.671 Utb 17.0 5.000 16.983 to 150.0 Utr 2.0 19.000 0.0 H.6 2.99 0.0226 0.0 24.000 0.542 Vel = 2.71 H.6 0.0 0.671 Utr 2.0 10.000 17.525 to 150.0 0.0 2.000 0.0 T.30 2.99 0.0225 0.0 12.000 0.270 Vel = 2.71 T.30 0.0 0.671 Utr 2.0 5.000 17.795 to 150.0 0.0 2.000 0.0 H.12 2.99 0.0226 0.0 7.000 0.158 Vel = 2.71 H.12 0.0 0.671 Utb 17.0 3.000 17.953 to 150.0 0.0 17.000 0.0 T.38 2.99 0.0226 0.0 20.000 0.452 Vel = 2.71 T.38 -0.85 0.862 Utb 17.0 3.000 18.405 to 150.0 0.0 14.000 0.0 T.35 2.14 0.0035 0.0 17.000 0.060 Vel = 1.18 0.0 2.14 18.465 K Factor= 0.50 T.19 2.50 0.671 Utb 17.0 11.000 16.983 to 150.0 0.0 17.000 0.0 H.3 2.5 0.0162 0.0 28.000 0.455 Vel = 2.27 H.3 0.0 0.671 Utr 2.0 9.000 17.438 to 150.0 0.0 2.000 0.0 H.2 2.5 0.0163 0.0 11.000 0.179 Vel = 2.27 H.2 0.0 0.671 Utr 2.0 10.000 17.617 to 150.0 0.0 2.000 0.0 H.5 2.5 0.0162 0.0 12.000 0.195 Vel = 2.27 H.5 0.0 0.671 Utb 17.0 2.000 17.812 to 150.0 0.0 17.000 0.0 T.24 2.5 0.0162 0.0 19.000 0.308 Vel = 2.27 T.24 -0.72 0.671 Utr 2.0 2.000 18.120 to 150.0 Utb 17.0 19.000 0.0 T.25 1.78 0.0086 0.0 21.000 0.181 Vel = 1.61 T.25 -0.31 0.671 Utr 2.0 1.000 18.301 to 150.0 0.0 2.000 0.0 T.26 1.47 0.0060 0.0 3.000 0.018 Vel = 1.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 RIVER TERRACE-Two Head Calculation (H.1 & H.4) Date 12/29/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C" or Ftng's Pe Pv ******* Notes ***"* Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.26 0.31 0.671 Utb 17.0 10.000 18.319 to 150.0 0.0 17.000 0.0 T.33 1.78 0.0086 0.0 27.000 0.232 Vel = 1.61 T.33 0.85 0.862 Utb 17.0 1.000 18.551 to 150.0 0.0 14.000 0.0 T.34 2.63 0.0053 0.0 15.000 0.079 Vel = 1.45 T.34 3.30 0.862 Utb 17.0 15.000 18.630 to 150.0 0.0 14.000 4.331 T.37 5.93 0.0236 0.0 29.000 0.685 Vel = 3.26 0.0 5.93 23.646 K Factor= 1.22 T.22 2.57 0.671 Utb 17.0 12.000 13.125 to 150.0 Utr 2.0 19.000 0.0 H.7 2.57 0.0170 0.0 31.000 0.527 Vel = 2.33 H.7 0.0 0.671 Utr 2.0 7.000 13.652 to 150.0 0.0 2.000 0.0 H.10 2.57 0.0170 0.0 9.000 0.153 Vel = 2.33 H.10 0.0 0.671 Utb 17.0 5.000 13.805 to 150.0 0.0 17.000 0.0 T.32 2.57 0.0170 0.0 22.000 0.374 Vel = 2.33 T.32 0.73 0.862 Utr 2.0 13.000 14.179 to 150.0 0.0 2.000 4.331 T.34 3.3 0.0080 0.0 15.000 0.120 Vel = 1.81 0.0 3.30 18.630 K Factor= 0.76 T.24 0.73 0.862 Utb 17.0 2.000 18.120 to 150.0 0.0 14.000 0.0 T.21 0.73 0.0005 0.0 16.000 0.008 Vel = 0.40 0.0 0.73 18.128 K Factor= 0.17 T.25 0.30 0.671 Utb 17.0 11.000 18.301 to 150.0 Utr 2.0 19.000 0.0 H.9 0.3 0.0003 0.0 30.000 0.010 Vel = 0.27 H.9 0.0 0.671 Utb 17.0 9.000 18.311 to 150.0 0.0 17.000 0.0 T.26 0.3 0.0003 0.0 26.000 0.008 Vel = 0.27 0.0 0.30 18.319 K Factor= 0.07 T.38 0.86 0.671 Utb 17.0 8.000 18.405 to 150.0 Utr 2.0 19.000 0.0 H.18 0.86 0.0022 0.0 27.000 0.060 Vel = 0.78 H.18 0.0 0.671 0.0 9.000 18.465 to 150.0 0.0 0.0 0.0 H.17 0.86 0.0022 0.0 9.000 0.020 Vel = 0.78 H.17 0.0 0.671 Utb 17.0 11.000 18.485 to 150.0 Utr 2.0 19.000 0.0 T.33 0.86 0.0022 0.0 30.000 0.066 Vel = 0.78 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 RIVER TERRACE -Two Head Calculation (H.1 & H.4) Date 12/29/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.86 18.551 K Factor= 0.20 T.36 0.73 0.671 Utb 17.0 7.000 14.076 to 150.0 Utr 2.0 19.000 0.0 H.16 0.73 0.0017 0.0 26.000 0.043 Vel = 0.66 H.16 0.0 0.671 0.0 10.000 14.119 to 150.0 0.0 0.0 0.0 H.13 0.73 0.0017 0.0 10.000 0.017 Vel = 0.66 H.13 0.0 0.671 Utb 17.0 7.000 14.136 to 150.0 Utr 2.0 19.000 0.0 T.32 0.73 0.0017 0.0 26.000 0.043 Vel = 0.66 0.0 0.73 14.179 K Factor= 0.19 T.41 2.22 0.671 Utb 17.0 1.000 23.070 to 150.0 Utr 2.0 19.000 0.0 T.40 2.22 0.0130 0.0 20.000 0.260 Vel = 2.01 T.40 0.0 0.671 Utb 17.0 6.000 23.330 to 150.0 0.0 17.000 0.0 T.39 2.22 0.0130 0.0 23.000 0.299 Vel = 2.01 0.0 2.22 23.629 K Factor= 0.46 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087