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n&/c, Sw /2O - lti. RECEIVFD JUN 2 8 2016 GIT UP(INIOIr AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : WALNUT RIDGE LOT 7-Two Head Calculation (H.23 &H.20) Drawing : RESIDENTIAL Location : 13310 SW DOE LN TIGARD OR 97223 Remote Area : 3 Contract : 20081 F 003 Data File : 20081F 003 Walnut Ridge Lot 7.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 WALNUT RIDGE LOT 7-Two Head Calculation (H.23 & H.20) Date 6/22/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - WALNUT RIDGE LOT 7 Date - 6/21/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 3 Contractor - H&H MECHANICAL Contract No. - 20081F 003 Calculated By - MELISA RODRIGUEZ SET IV 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 LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0251 Psi Required 65.52 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 5/31/16 Rated Cap. T Time of Test - 8:20AM @ Psi E Static (Psi) - 94 Elev. R Residual (Psi) - 84 Other Flow (Gpm) - 1537 S Elevation - 96 P Location: 13370 SW 134TH AVE P L Source of Information: CITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C • Uponor Page 2 WALNUT RIDGE LOT 7-Two Head Calculation (H.23&H.20) Date 6/22/2016 City Water Supply: Demand: Cl -Static Pressure : 94 D1 -Elevation : 5.630 C2-Residual Pressure: 84 D2-System Flow :26.025 C2-Residual Flow : 1537 D2-System Pressure : 65.524 Hose( Demand) D3-System Demand : 26.025 Safety Margin : 28.470 150 140 130 p 120 R 110 E 100 Ui S 90 r• S 80 U 70 D2 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 WALNUT RIDGE LOT 7-Two Head Calculation (H.23 & H.20) Date 6/22/2016 Fitting Legend Abbrev. Name % ' 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 Page 4 WALNUT RIDGE LOT 7-Two Head Calculation (H.23 & H.20) Date 6/22/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 94.0 84 1537.0 93.995 26.03 65.524 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.23 109.0 4.9 7.04 13.0 T.45 109.0 8.57 H.25 109.0 13.78 T.47 109.0 15.92 T.46 109.0 22.35 H.24 109.0 24.66 T.42 109.0 25.54 T.41 109.0 28.39 H.21 109.0 31.06 T.39 109.0 33.06 T.40 109.0 33.57 S.1 104.0 40.44 PRV 96.0 53.04 MTR 96.0 61.48 STR 96.0 65.52 H.20 109.0 4.9 7.06 13.02 H.17 109.0 12.02 T.35 109.0 14.68 T.36 109.0 22.3 H.18 109.0 26.1 H.19 109.0 28.07 T.37 109.0 28.46 H.22 109.0 30.3 T.26 118.0 18.67 H.2 118.0 20.65 H.1 118.0 21.68 H.3 118.0 22.34 T.29 118.0 24.61 H.7 118.0 24.93 T.28 118.0 27.3 T.33 118.0 18.72 H.14 118.0 20.37 H.16 118.0 21.3 H.15 118.0 22.38 T.32 118.0 23.17 H.12 118.0 23.74 T.31 118.0 24.32 H.10 118.0 25.61 H.6 118.0 26.26 H.4 118.0 18.68 T.27 118.0 18.68 H.5 118.0 18.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 WALNUT RIDGE LOT 7-Two Head Calculation (H.23&H.20) Date 6/22/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 118.0 18.7 H.13 118.0 18.7 H.9 118.0 24.36 T.30 118.0 24.49 H.8 118.0 24.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 WALNUT RIDGE LOT 7-Two Head Calculation (H.23&H.20) Date 6/22/2016 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.23 12.25 0.671 Utr 2.0 3.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.45 12.25 0.3062 0.0 5.000 1.531 Vel= 11.11 T.45 0.0 0.671 Utr 2.0 15.000 8.571 to 150.0 0.0 2.000 0.0 H.25 12.25 0.3062 0.0 17.000 5.206 Vel = 11.11 H.25 0.0 0.671 0.0 7.000 13.777 to 150.0 0.0 0.0 0.0 T.47 12.25 0.3063 0.0 7.000 2.144 Vel= 11.11 T.47 0.0 0.671 Utr 2.0 2.000 15.921 to 150.0 Utb 17.0 19.000 0.0 T.46 12.25 0.3062 0.0 21.000 6.431 Vel= 11.11 T.46 -5.22 0.671 Utb 17.0 4.000 22.352 to 150.0 0.0 17.000 0.0 H.24 7.03 0.1098 0.0 21.000 2.305 Vel= 6.38 H.24 0.0 0.671 Utr 2.0 6.000 24.657 to 150.0 0.0 2.000 0.0 T.42 7.03 0.1098 0.0 8.000 0.878 Vel = 6.38 T.42 0.0 0.671 Utr 2.0 7.000 25.535 to 150.0 Utb 17.0 19.000 0.0 T.41 7.03 0.1097 0.0 26.000 2.853 Vel = 6.38 T.41 0.05 0.671 Utb 17.0 7.000 28.388 to 150.0 0.0 17.000 0.0 H.21 7.08 0.1111 0.0 24.000 2.667 Vel = 6.42 H.21 0.0 0.671 Utr 2.0 16.000 31.055 to 150.0 0.0 2.000 0.0 T.39 7.08 0.1112 0.0 18.000 2.001 Vel= 6.42 T.39 7.74 0.862 Utr 2.0 2.000 33.056 to 150.0 0.0 2.000 0.0 T.40 14.82 0.1288 0.0 4.000 0.515 Vel= 8.15 T.40 11.20 0.862 T 7.528 10.000 33.571 to 150.0 0.0 2.904 2.166 S.1 26.02 0.3646 0.0 12.904 4.705 Vel= 14.30 S.1 0.0 1.054 0.0 1.000 40.442 to 150.0 0.0 0.0 12.465 ** Fixed Loss=9 PRV 26.02 0.1370 0.0 1.000 0.137 Vel = 9.57 PRV 0.0 1.244 2E 3.443 20.000 53.044 to 150.0 0.0 3.443 7.000 ** Fixed Loss=7 MTR 26.02 0.0611 0.0 23.443 1.432 Vel= 6.87 MTR 0.0 1.025 E 2.7 15.000 61.476 to 150.0 T 6.75 10.800 0.0 STR 26.02 0.1569 G 1.35 25.800 4.048 Vel = 10.12 0.0 26.02 65.524 K Factor= 3.21 H.23 0.75 0.671 Utr 2.0 12.000 7.040 to 150.0 0.0 2.000 0.0 H.20 0.75 0.0018 0.0 14.000 0.025 Vel = 0.68 H.20 13.03 0.671 Utr 2.0 11.000 7.065 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.17 13.78 0.3808 0.0 13.000 4.951 Vel= 12.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 WALNUT RIDGE LOT 7-Two Head Calculation (H.23 & H.20) Date 6/22/2016 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.17 0.0 0.671 Utr 2.0 5.000 12.016 to 150.0 0.0 2.000 0.0 T.35 13.78 0.3809 0.0 7.000 2.666 Vel= 12.50 T.35 0.0 0.671 Utb 17.0 1.000 14.682 to 150.0 Utr 2.0 19.000 0.0 T.36 13.78 0.3808 0.0 20.000 7.616 Vel = 12.50 T.36 -6.04 0.671 Utb 17.0 10.000 22.298 to 150.0 Utr 2.0 19.000 0.0 H.18 7.74 0.1312 0.0 29.000 3.805 Vel= 7.02 H.18 0.0 0.671 Utr 2.0 13.000 26.103 to 150.0 0.0 2.000 0.0 H.19 7.74 0.1312 0.0 15.000 1.968 Vel= 7.02 H.19 0.0 0.671 Utr 2.0 1.000 28.071 to 150.0 0.0 2.000 0.0 T.37 7.74 0.1310 0.0 3.000 0.393 Vel= 7.02 T.37 0.0 0.671 Utr 2.0 12.000 28.464 to 150.0 0.0 2.000 0.0 H.22 7.74 0.1312 0.0 14.000 1.837 Vel = 7.02 H.22 0.0 0.671 Utb 17.0 4.000 30.301 to 150.0 0.0 17.000 0.0 T.39 7.74 0.1312 0.0 21.000 2.755 Vel = 7.02 0.0 7.74 33.056 K Factor= 1.35 T.36 6.03 0.862 0.0 11.000 22.298 to 150.0 0.0 0.0 -3.898 T.26 6.03 0.0245 0.0 11.000 0.269 Vel = 3.32 T.26 -0.37 0.671 Utb 17.0 10.000 18.669 to 150.0 0.0 17.000 0.0 H.2 5.66 0.0734 0.0 27.000 1.981 Vel = 5.14 H.2 0.0 0.671 Utr 2.0 12.000 20.650 to 150.0 0.0 2.000 0.0 H.1 5.66 0.0733 0.0 14.000 1.026 Vel= 5.14 H.1 0.0 0.671 Utr 2.0 7.000 21.676 to 150.0 0.0 2.000 0.0 H.3 5.66 0.0734 0.0 9.000 0.661 Vel= 5.14 H.3 0.0 0.671 Utb 17.0 14.000 22.337 to 150.0 0.0 17.000 0.0 T.29 5.66 0.0734 0.0 31.000 2.274 Vel = 5.14 T.29 1.29 0.671 Utr 2.0 1.000 24.611 to 150.0 0.0 2.000 0.0 H.7 6.95 0.1073 0.0 3.000 0.322 Vel= 6.31 H.7 0.0 0.671 Utb 17.0 3.000 24.933 to 150.0 Utr 2.0 19.000 0.0 T.28 6.95 0.1074 0.0 22.000 2.363 Vel = 6.31 T.28 4.25 0.862 Utb 17.0 17.000 27.296 to 150.0 0.0 14.000 3.898 T.40 11.2 0.0767 0.0 31.000 2.377 Vel = 6.16 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 WALNUT RIDGE LOT 7-Two Head Calculation (H.23 & H.20) Date 6/22/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11.20 33.571 K Factor= 1.93 T.46 5.21 0.862 0.0 14.000 22.352 to 150.0 0.0 0.0 -3.898 T.33 5.21 0.0186 0.0 14.000 0.261 Vel = 2.86 T.33 0.38 0.671 Utb 17.0 4.000 18.715 to 150.0 Utr 2.0 19.000 0.0 H.14 5.59 0.0718 0.0 23.000 1.652 Vel = 5.07 H.14 0.0 0.671 Utr 2.0 11.000 20.367 to 150.0 0.0 2.000 0.0 H.16 5.59 0.0718 0.0 13.000 0.933 Vel= 5.07 H.16 0.0 0.671 0.0 15.000 21.300 to 150.0 0.0 0.0 0.0 H.15 5.59 0.0718 0.0 15.000 1.077 Vel= 5.07 H.15 0.0 0.671 Utr 2.0 9.000 22.377 to 150.0 0.0 2.000 0.0 T.32 5.59 0.0718 0.0 11.000 0.790 Vel = 5.07 T.32 0.0 0.671 Utr 2.0 6.000 23.167 to 150.0 0.0 2.000 0.0 H.12 5.59 0.0719 0.0 8.000 0.575 Vel= 5.07 H.12 0.0 0.671 Utr 2.0 6.000 23.742 to 150.0 0.0 2.000 0.0 T.31 5.59 0.0718 0.0 8.000 0.574 Vel= 5.07 T.31 -1.34 0.671 Utb 17.0 13.000 24.316 to 150.0 0.0 17.000 0.0 H.10 4.25 0.0432 0.0 30.000 1.296 Vel= 3.86 H.10 0.0 0.671 Utr 2.0 13.000 25.612 to 150.0 0.0 2.000 0.0 H.6 4.25 0.0432 0.0 15.000 0.648 Vel = 3.86 H.6 0.0 0.671 Utb 17.0 5.000 26.260 to 150.0 Utr 2.0 19.000 0.0 T.28 4.25 0.0432 0.0 24.000 1.036 Vel= 3.86 0.0 4.25 27.296 K Factor= 0.81 T.26 0.38 0.671 Utb 17.0 3.000 18.669 to 150.0 Utr 2.0 19.000 0.0 H.4 0.38 0.0005 0.0 22.000 0.011 Vel = 0.34 H.4 0.0 0.671 Utr 2.0 8.000 18.680 to 150.0 0.0 2.000 0.0 T.27 0.38 0.0005 0.0 10.000 0.005 Vel = 0.34 T.27 0.0 0.671 Utr 2.0 3.000 18.685 to 150.0 0.0 2.000 0.0 1-.5 0.38 0.0004 0.0 5.000 0.002 Vel = 0.34 H.5 0.0 0.671 Utr 2.0 18.000 18.687 to 150.0 0.0 2.000 0.0 H.11 0.38 0.0005 0.0 20.000 0.010 Vel= 0.34 H.11 0.0 0.671 Utr 2.0 13.000 18.697 to 150.0 0.0 2.000 0.0 H.13 0.38 0.0005 0.0 15.000 0.007 Vel= 0.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 WALNUT RIDGE LOT 7-Two Head Calculation (H.23 & H.20) Date 6/22/2016 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.13 0.0 0.671 Utb 17.0 5.000 18.704 to 150.0 0.0 17.000 0.0 T.33 0.38 0.0005 0.0 22.000 0.011 Vel= 0.34 0.0 0.38 18.715 K Factor= 0.09 T.31 1.34 0.671 Utr 2.0 7.000 24.316 to 150.0 0.0 2.000 0.0 H.9 1.34 0.0051 0.0 9.000 0.046 Vel= 1.22 H.9 0.0 0.671 Utb 17.0 6.000 24.362 to 150.0 Utr 2.0 19.000 0.0 T.30 1.34 0.0052 0.0 25.000 0.129 Vel= 1.22 T.30 -0.04 0.671 Utr 2.0 10.000 24.491 to 150.0 0.0 2.000 0.0 H.8 1.3 0.0048 0.0 12.000 0.057 Vel= 1.18 H.8 0.0 0.671 Utr 2.0 11.000 24.548 to 150.0 0.0 2.000 0.0 T.29 1.3 0.0048 0.0 13.000 0.063 Vel= 1.18 0.0 1.30 24.611 K Factor= 0.26 T.30 0.05 0.862 0.0 14.000 24.491 to 150.0 0.0 0.0 3.898 T.41 0.05 -0.0001 0.0 14.000 -0.001 Vel= 0.03 0.0 0.05 28.388 K Factor= 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVED JUN 282016 CITY OF TIGARD BUILDING D y r; ;of UPOnOr AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : WALNUT RIDGE LOT 7-One Head Calculation(H.11) Drawing : RESIDENTIAL Location : 13310 SW DOE LN TIGARD OR 97223 Remote Area : 3 Contract : 20081F 003 Data File : 20081 F 003 Walnut Ridge Lot 7.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 WALNUT RIDGE LOT 7-One Head Calculation (H.11) Date 6/22/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - WALNUT RIDGE LOT 7 Date - 6/21/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 3 Contractor - H&H MECHANICAL Contract No. - 20081F 003 Calculated By - MELISA RODRIGUEZ SET IV 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 LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 118 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 54.45 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 5/31/16 Rated Cap. T Time of Test - 8:20AM @ Psi E Static (Psi) - 94 Elev. R Residual (Psi) - 84 Other Flow (Gpm) - 1537 S Elevation - 96 P Location: 13370 SW 134TH AVE P L Source of Information: CITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor Page 2 WALNUT RIDGE LOT 7-One Head Calculation (H.11) Date 6/22/2016 City Water Supply: Demand: Cl -Static Pressure : 94 D1 -Elevation : 9.528 C2- Residual Pressure: 84 D2-System Flow : 16.974 C2-Residual Flow : 1537 D2-System Pressure : 54.452 Hose(Demand) D3-System Demand : 16.974 Safety Margin : 39.546 150 140 130 • p 120 `: R110 _ E 100 ci S 90 iLr S 80 e U 70 R 60 D2 E 50 40 30 i• • 20 10 a D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW(N^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 WALNUT RIDGE LOT 7-One Head Calculation (H.11) Date 6/22/2016 Fitting Legend Abbrev. Name 1/2 '/. 1 1 Y. 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 Page 4 WALNUT RIDGE LOT 7-One Head Calculation (I-1.11) Date 6/22/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 94.0 84 1537.0 93.998 16.97 54.452 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 118.0 4.9 12.0 16.97 H.13 118.0 14.78 T.33 118.0 18.86 H.14 118.0 19.71 H.16 118.0 20.19 H.15 118.0 20.74 T.32 118.0 21.14 H.12 118.0 21.44 T.31 118.0 21.73 H.10 118.0 22.34 H.6 118.0 22.65 T.28 118.0 23.14 T.40 109.0 28.14 S.1 104.0 32.44 PRV 96.0 44.97 MTR 96.0 52.62 STR 96.0 54.45 H.5 118.0 14.55 T.27 118.0 15.19 H.4 118.0 16.47 T.26 118.0 19.28 H.2 118.0 20.16 H.1 118.0 20.61 H.3 118.0 20.9 T.29 118.0 21.91 1-1.7 118.0 22.05 T.46 109.0 23.05 H.24 109.0 24.08 T.42 109.0 24.47 T.41 109.0 25.74 H.21 109.0 26.98 T.39 109.0 27.91 T.47 109.0 23.1 H.25 109.0 23.12 T.45 109.0 23.16 H.23 109.0 23.17 H.20 109.0 23.2 H.17 109.0 23.24 T.35 109.0 23.25 T.36 109.0 23.3 H.18 109.0 24.93 H.19 109.0 25.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 WALNUT RIDGE LOT 7-One Head Calculation (H.11) Date 6/22/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.37 109.0 25.94 H.22 109.0 26.73 H.9 118.0 21.76 T.30 118.0 21.84 H.8 118.0 21.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 WALNUT RIDGE LOT 7-One Head Calculation (H.11) Date 6/22/2016 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.11 9.34 0.671 Utr 2.0 13.000 12.000 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.13 9.34 0.1855 0.0 15.000 2.783 Vel= 8.47 H.13 0.0 0.671 Utb 17.0 5.000 14.783 to 150.0 0.0 17.000 0.0 T.33 9.34 0.1855 0.0 22.000 4.082 Vel= 8.47 T.33 -5.45 0.671 Utb 17.0 4.000 18.865 to 150.0 Utr 2.0 19.000 0.0 H.14 3.89 0.0367 0.0 23.000 0.845 Vel= 3.53 H.14 0.0 0.671 Utr 2.0 11.000 19.710 to 150.0 0.0 2.000 0.0 H.16 3.89 0.0367 0.0 13.000 0.477 Vel= 3.53 11.16 0.0 0.671 0.0 15.000 20.187 to 150.0 0.0 0.0 0.0 H.15 3.89 0.0367 0.0 15.000 0.551 Vel= 3.53 H.15 0.0 0.671 Utr 2.0 9.000 20.738 to 150.0 0.0 2.000 0.0 T.32 3.89 0.0367 0.0 11.000 0.404 Vel= 3.53 T.32 0.0 0.671 Utr 2.0 6.000 21.142 to 150.0 0.0 2.000 0.0 H.12 3.89 0.0368 0.0 8.000 0.294 Vel= 3.53 H.12 0.0 0.671 Utr 2.0 6.000 21.436 to 150.0 0.0 2.000 0.0 T.31 3.89 0.0368 0.0 8.000 0.294 Vel= 3.53 T.31 -1.06 0.671 Utb 17.0 13.000 21.730 to 150.0 0.0 17.000 0.0 H.10 2.83 0.0204 0.0 30.000 0.612 Vel= 2.57 H.10 0.0 0.671 Utr 2.0 13.000 22.342 to 150.0 0.0 2.000 0.0 H.6 2.83 0.0205 0.0 15.000 0.307 Vel= 2.57 H.6 0.0 0.671 Utb 17.0 5.000 22.649 to 150.0 Utr 2.0 19.000 0.0 T.28 2.83 0.0204 0.0 24.000 0.490 Vel= 2.57 T.28 4.57 0.862 Utb 17.0 17.000 23.139 to 150.0 0.0 14.000 3.898 T.40 7.4 0.0356 0.0 31.000 1.103 Vel= 4.07 T.40 9.57 0.862 T 7.528 10.000 28.140 to 150.0 0.0 2.904 2.166 S.1 16.97 0.1653 0.0 12.904 2.133 Vel= 9.33 S.1 0.0 1.054 0.0 1.000 32.439 to 150.0 0.0 0.0 12.465 ** Fixed Loss= 9 PRV 16.97 0.0620 0.0 1.000 0.062 Vel= 6.24 PRV 0.0 1.244 2E 3.443 20.000 44.966 to 150.0 0.0 3.443 7.000 ** Fixed Loss= 7 MTR 16.97 0.0277 0.0 23.443 0.650 Vel= 4.48 MTR 0.0 1.025 E 2.7 15.000 52.616 to 150.0 T 6.75 10.800 0.0 STR 16.97 0.0712 G 1.35 25.800 1.836 Vel = 6.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 WALNUT RIDGE LOT 7-One Head Calculation (H.11) Date 6/22/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 16.97 54.452 K Factor= 2.30 H.11 7.63 0.671 Utr 2.0 18.000 12.000 to 150.0 0.0 2.000 0.0 H.5 7.63 0.1277 0.0 20.000 2.554 Vel = 6.92 H.5 0.0 0.671 Utr 2.0 3.000 14.554 to 150.0 0.0 2.000 0.0 T.27 7.63 0.1278 0.0 5.000 0.639 Vel= 6.92 T.27 0.0 0.671 Utr 2.0 8.000 15.193 to 150.0 0.0 2.000 0.0 H.4 7.63 0.1277 0.0 10.000 1.277 Vel= 6.92 H.4 0.0 0.671 Utb 17.0 3.000 16.470 to 150.0 Utr 2.0 19.000 0.0 T.26 7.63 0.1277 0.0 22.000 2.809 Vel = 6.92 T.26 -3.99 0.671 Utb 17.0 10.000 19.279 to 150.0 0.0 17.000 0.0 H.2 3.64 0.0324 0.0 27.000 0.876 Vel = 3.30 H.2 0.0 0.671 Utr 2.0 12.000 20.155 to 150.0 0.0 2.000 0.0 H.1 3.64 0.0324 0.0 14.000 0.454 Vel = 3.30 H.1 0.0 0.671 Utr 2.0 7.000 20.609 to 150.0 0.0 2.000 0.0 H.3 3.64 0.0324 0.0 9.000 0.292 Vel= 3.30 H.3 0.0 0.671 Utb 17.0 14.000 20.901 to 150.0 0.0 17.000 0.0 T.29 3.64 0.0324 0.0 31.000 1.005 Vel= 3.30 T.29 0.92 0.671 Utr 2.0 1.000 21.906 to 150.0 0.0 2.000 0.0 H.7 4.56 0.0493 0.0 3.000 0.148 Vel= 4.14 H.7 0.0 0.671 Utb 17.0 3.000 22.054 to 150.0 Utr 2.0 19.000 0.0 T.28 4.56 0.0493 0.0 22.000 1.085 Vel = 4.14 0.0 4.56 23.139 K Factor= 0.95 T.33 5.45 0.862 0.0 14.000 18.865 to 150.0 0.0 0.0 3.898 T.46 5.45 0.0202 0.0 14.000 0.283 Vel= 3.00 T.46 -0.90 0.671 Utb 17.0 4.000 23.046 to 150.0 0.0 17.000 0.0 H.24 4.55 0.0490 0.0 21.000 1.029 Vel = 4.13 H.24 0.0 0.671 Utr 2.0 6.000 24.075 to 150.0 0.0 2.000 0.0 T.42 4.55 0.0490 0.0 8.000 0.392 Vel= 4.13 T.42 0.0 0.671 Utr 2.0 7.000 24.467 to 150.0 Utb 17.0 19.000 0.0 T.41 4.55 0.0490 0.0 26.000 1.273 Vel= 4.13 T.41 0.13 0.671 Utb 17.0 7.000 25.740 to 150.0 0.0 17.000 0.0 H.21 4.68 0.0517 0.0 24.000 1.240 Vel = 4.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 WALNUT RIDGE LOT 7-One Head Calculation (H.11) Date 6/22/2016 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.21 0.0 0.671 Utr 2.0 16.000 26.980 to 150.0 0.0 2.000 0.0 T.39 4.68 0.0517 0.0 18.000 0.930 Vel= 4.25 T.39 4.90 0.862 Utr 2.0 2.000 27.910 to 150.0 0.0 2.000 0.0 T.40 9.58 0.0575 0.0 4.000 0.230 Vel= 5.27 0.0 9.58 28.140 K Factor= 1.81 T.46 0.90 0.671 Utr 2.0 2.000 23.046 to 150.0 Utb 17.0 19.000 0.0 T.47 0.9 0.0025 0.0 21.000 0.052 Vel = 0.82 T.47 0.0 0.671 0.0 7.000 23.098 to 150.0 0.0 0.0 0.0 H.25 0.9 0.0024 0.0 7.000 0.017 Vel= 0.82 H.25 0.0 0.671 Utr 2.0 15.000 23.115 to 150.0 0.0 2.000 0.0 T.45 0.9 0.0025 0.0 17.000 0.042 Vel= 0.82 T.45 0.0 0.671 Utr 2.0 3.000 23.157 to 150.0 0.0 2.000 0.0 H.23 0.9 0.0026 0.0 5.000 0.013 Vel = 0.82 H.23 0.0 0.671 Utr 2.0 12.000 23.170 to 150.0 0.0 2.000 0.0 H.20 0.9 0.0024 0.0 14.000 0.034 Vel = 0.82 H.20 0.0 0.671 Utr 2.0 11.000 23.204 to 150.0 0.0 2.000 0.0 H.17 0.9 0.0025 0.0 13.000 0.032 Vel= 0.82 H.17 0.0 0.671 Utr 2.0 5.000 23.236 to 150.0 0.0 2.000 0.0 T.35 0.9 0.0024 0.0 7.000 0.017 Vel= 0.82 T.35 0.0 0.671 Utb 17.0 1.000 23.253 to 150.0 Utr 2.0 19.000 0.0 T.36 0.9 0.0024 0.0 20.000 0.049 Vel = 0.82 T.36 4.00 0.671 Utb 17.0 10.000 23.302 to 150.0 Utr 2.0 19.000 0.0 H.18 4.9 0.0562 0.0 29.000 1.630 Vel= 4.45 H.18 0.0 0.671 Utr 2.0 13.000 24.932 to 150.0 0.0 2.000 0.0 H.19 4.9 0.0562 0.0 15.000 0.843 Vel= 4.45 H.19 0.0 0.671 Utr 2.0 1.000 25.775 to 150.0 0.0 2.000 0.0 T.37 4.9 0.0560 0.0 3.000 0.168 Vel= 4.45 T.37 0.0 0.671 Utr 2.0 12.000 25.943 to 150.0 0.0 2.000 0.0 H.22 4.9 0.0562 0.0 14.000 0.787 Vel = 4.45 H.22 0.0 0.671 Utb 17.0 4.000 26.730 to 150.0 0.0 17.000 0.0 T.39 4.9 0.0562 0.0 21.000 1.180 Vel = 4.45 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 WALNUT RIDGE LOT 7-One Head Calculation (H.11) Date 6/22/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 4.90 27.910 K Factor= 0.93 T.26 3.99 0.862 0.0 11.000 19.279 to 150.0 0.0 0.0 3.898 T.36 3.99 0.0114 0.0 11.000 0.125 Vel= 2.19 0.0 3.99 23.302 K Factor= 0.83 T.31 1.06 0.671 Utr 2.0 7.000 21.730 to 150.0 0.0 2.000 0.0 I-1.9 1.06 0.0032 0.0 9.000 0.029 Vel = 0.96 H.9 0.0 0.671 Utb 17.0 6.000 21.759 to 150.0 Utr 2.0 19.000 0.0 T.30 1.06 0.0033 0.0 25.000 0.083 Vel = 0.96 T.30 -0.14 0.671 Utr 2.0 10.000 21.842 to 150.0 0.0 2.000 0.0 H.8 0.92 0.0026 0.0 12.000 0.031 Vel= 0.83 1-.8 0.0 0.671 Utr 2.0 11.000 21.873 to 150.0 0.0 2.000 0.0 T.29 0.92 0.0025 0.0 13.000 0.033 Vel= 0.83 0.0 0.92 21.906 K Factor= 0.20 T.30 0.13 0.862 0.0 14.000 21.842 to 150.0 0.0 0.0 3.898 T.41 0.13 0.0 0.0 14.000 0.0 Vel = 0.07 0.0 0.13 25.740 K Factor= 0.03 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087