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//ST/o/G - cvb Brio Sw JUN 2 8 2016 CITY OF B O !N ! D M ".a.f'J J II AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : WALNUT RIDGE LOT 10-One Head Calculation (H.27) Drawing : RESIDENTIAL Location : 13340 SW DOE LN TIGARD OR 97223 Remote Area : 1 Contract : 20081F 001 Data File : 20081F 001 Walnut Ridge Lot 10.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 WALNUT RIDGE LOT 10-One Head Calculation (H.27) Date 6/21/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - WALNUT RIDGE LOT 10 Date - 6/21/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - H&H MECHANICAL Contract No. - 20081F 001 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 - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 66.64 At Ref Pt UG1 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 - 70 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 10-One Head Calculation (H.27) Date 6/21/2016 City Water Supply: Demand: Cl -Static Pressure : 94 D1 -Elevation : 16.891 C2-Residual Pressure: 84 D2-System Flow : 16.974 C2-Residual Flow : 1537 D2-System Pressure : 66.642 Hose (Demand) D3-System Demand : 16.974 Safety Margin : 27.356 150 140 130 p120 R110 E 100 G9 ci— - S 90 c:Z S 80 U 70 D2 • R60 E 50 40 30 20 D1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW(N^ 1.85) Computer Programs by Hydratec Inc. Route 11 l Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 WALNUT RIDGE LOT 10-One Head Calculation (1-1.27) Date 6/21/2016 Fitting Legend Abbrev. Name 1/2 ' 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 14 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 10-One Head Calculation(H.27) Date 6/21/2016 4 SUPPLY ANALYSIS - Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure UGI 94.0 84 1537.0 93.998 16.97 66.642 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.27 109.0 4.9 12.0 16.97 H.29 109.0 14.62 H.30 109.0 16.46 T.55 109.0 17.12 T.53 109.0 19.08 T.50 109.0 19.88 T.38 118.0 16.23 H.13 118.0 16.62 H.14 118.0 16.81 H.15 118.0 17.02 H.16 118.0 17.23 H.8 118.0 17.66 _ T.35 118.0 17.89 H.7 118.0 18.08 I-.1 118.0 18.99 _ H.4 118.0 19.59 T.31 118.0 20.94 T.39 109.0 25.53 S.1 104.0 29.83 PRV 70.0 51.61 MTR 70.0 64.81 STR 70.0 66.64 T.51 109.0 14.18 I-.25 109.0 18.17 T.45 109.0 18.9 T.44 _ 109A 21.25 H.21 109.0 22.16 T.43 109.0 22.48 H.22 109.0 23.09 H.23 109.0 23.4 T.42 109.0 23.89 T.40 109.0 24.5 T.48 109.0 19.32 H.26 109.0 19.53 H.28 109.0 19.47 T.47 109.0 20.49 H.24 109.0 21.38 H.18 109.0 22.72 H.20 109.0 23.23 H.19 109.0 24.25 H.12 118.0 16.61 H.17 118.0 16.9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary- NFPA 2007 Uponor Page 5 WALNUT RIDGE LOT 10-One Head Calculation (H.27) Date 6/21/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 118.0 17.18 H.10 118.0 17.43 T.37 118.0 17.46 T.36 118.0 17.96 T.34 118.0 18.58 H.6 118.0 19.09 T.32 118.0 19.48 H.2 118.0 19.67 H.3 118.0 20.3 T.33 118.0 17.42 H.5 118.0 17.44 H.11 118.0 17.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 _ WALNUT RIDGE LOT 10-One Head Calculation (H.27) Date 6/21/2016 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.27 7.74 0.671 Utr 2.0 18.000 12.000 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.29 7.74 0.1312 0.0 20.000 2.624 Vel= 7.02 H.29 0.0 0.671 0.0 14.000 14.624 to 150.0 0.0 0.0 0.0 H.30 7.74 0.1312 0.0 14.000 1.837 Vel= 7.02 H.30 0.0 0.671 Utr 2.0 3.000 16.461 to 150.0 0.0 2.000 0.0 T.55 7.74 0.1312 0.0 5.000 0.656 Vel = 7.02 T.55 0.0 0.671 Utr 2.0 13.000 17.117 to 150.0 0.0 2.000 0.0 T.53 7.74 0.1312 0.0 15.000 1.968 Vel = 7.02 T.53 -5.24 0.671 2Utb 34.0 15.000 19.085 to 150.0 0.0 34.000 0.0 T.50 2.5 0.0162 0.0 49.000 0.796 Vel= 2.27 T.50 2.75 0.862 0.0 13.000 19.881 to 150.0 0.0 0.0 -3.898 T.38 5.25 0.0188 0.0 13.000 0.245 Vel= 2.89 T.38 -2.54 0.671 Utb 17.0 2.000 16.228 ` to 150.0 Utr 2.0 19.000 0.0 H.13 2.71 0.0189 0.0 21.000 0.396 Vel= 2.46 H.13 0.0 0.671 Utr 2.0 8.000 16.624 to 150.0 0.0 2.000 0.0 H.14 2.71 0.0188 0.0 10.000 0.188 Vel = 2.46 H.14 0.0 0.671 0.0 11.000 16.812 to 150.0 0.0 0.0 0.0 H.15 2.71 0.0188 0.0 11.000 0.207 Vel = 2.46 H.15 0.0 0.671 Utr 2.0 9.000 17.019 to 150.0 0.0 2.000 0.0 H.16 2.71 0.0188 0.0 11.000 0.207 Vel= 2.46 H.16 0.0 0.671 Utr 2.0 21.000 17.226 to 150.0 0.0 2.000 0.0 H.8 2.71 0.0188 0.0 23.000 0.433 Vel= 2.46 H.8 0.0 0.671 Utr 2.0 10.000 17.659 to 150.0 0.0 2.000 0.0 T.35 2.71 0.0188 0.0 12.000 0.226 Vel = 2.46 T.35 1.89 0.671 Utr 2.0 2.000 17.885 to 150.0 0.0 2.000 0.0 H.7 4.6 0.0500 0.0 4.000 0.200 Vel= 4.17 H.7 0.0 0.671 Utr 2.0 16.000 18.085 to 150.0 0.0 2.000 0.0 H.1 4.6 0.0501 0.0 18.000 0.901 Vel = 4.17 H.1 0.0 0.671 Utr 2.0 10.000 18.986 to 150.0 0.0 2.000 0.0 H.4 4.6 0.0501 0.0 12.000 0.601 Vel= 4.17 H.4 0.0 0.671 Utb 17.0 10.000 19.587 to 150.0 0.0 17.000 0.0 T.31 4.6 0.0501 0.0 27.000 1.352 Vel= 4.17 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 - WALNUT RIDGE LOT 10-One Head Calculation (H.27) Date 6/21/2016 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.31 3.60 0.862 Utr 2.0 14.000 20.939 to 150.0 0.0 2.000 3.898 T.39 8.2 0.0431 0.0 16.000 0.689 Vel = 4.51 T.39 8.77 0.862 T 7.528 10.000 25.526 to 150.0 0.0 2.904 2.166 S.1 16.97 0.1654 0.0 12.904 2.134 Vel = 9.33 S.1 0.0 1.054 0.0 1.000 29.826 to 150.0 0.0 0.0 21.725 **Fixed Loss=7 PRV 16.97 0.0620 0.0 1.000 0.062 Vel= 6.24 PRV 0.0 1.244 2E 3.443 220.000 51.613 to 150.0 0.0 3.443 7.000 **Fixed Loss=7 MTR 16.97 0.0277 0.0 223.443 6.193 Vel= 4.48 MTR 0.0 1.025 E 2.7 15.000 64.806 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 0.0 16.97 66.642 K Factor= 2.08 H.27 9.23 0.671 Utr 2.0 10.000 12.000 to 150.0 0.0 2.000 0.0 _ T.51 9.23 0.1814 0.0 12.000 2.177 Vel= 8.37 T.51 0.0 0.671 Utr 2.0 20.000 14.177 _ to 150.0 0.0 2.000 0.0 H.25 9.23 0.1815 0.0 22.000 3.992 Vel= 8.37 H.25 0.0 0.671 Utr 2.0 2.000 18.169 to 150.0 0.0 2.000 0.0 T.45 9.23 0.1815 0.0 4.000 0.726 Vel = 8.37 T.45 -2.75 0.671 Utr 2.0 6.000 18.895 to 150.0 Utb 17.0 19.000 0.0 T.44 6.48 0.0943 0.0 25.000 2.357 Vel = 5.88 T.44 -2.43 0.671 Utb 17.0 6.000 21.252 to 150.0 0,0 17.000 0.0 H.21 4.05 0.0396 0.0 23.000 0.910 Vel= 3.67 H.21 0.0 0.671 Utr 2.0 6.000 22.162 to 150.0 0.0 2.000 0.0 T.43 4.05 0.0395 0.0 8.000 0.316 Vel = 3.67 T.43 -0.52 0.671 Utb 17.0 1.000 22.478 to 150.0 Utr 2.0 19.000 0.0 H.22 3.53 0.0307 0.0 20.000 0.614 Vel= 3.20 H.22 0.0 0.671 0.0 10.000 23.092 to 150.0 0.0 0.0 0.0 H.23 3.53 0.0306 0.0 10.000 0.306 Vel = 3.20 H.23 0.0 0.671 Utr 2.0 14.000 23.398 to 150.0 0.0 2.000 0.0 T.42 3.53 0.0307 0.0 16.000 0.491 Vel= 3.20 T.42 0.0 0.671 Utr 2.0 1.000 23.889 to 150.0 Utb 17.0 19.000 0.0 _ T.40 3.53 0.0306 0.0 20.000 0.613 Vel= 3.20 T.40 5.24 0.862 Utb 17.0 7.000 24.502 to 150.0 0.0 14.000 0.0 - T.39 8.77 0.0488 0.0 21.000 1.024 Vel = 4.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 _ WALNUT RIDGE LOT 10-One Head Calculation (H.27) Date 6/21/2016 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 8.77 25.526 K Factor= 1.74 T.45 2.75 0.671 Utr 2.0 3.000 18.895 to 150.0 Utb 17.0 19.000 0.0 T.48 2.75 0.0193 0.0 22.000 0.425 Vel = 2.50 T.48 0.0 0.671 Utr 2.0 9.000 19.320 to 150.0 0.0 2.000 0.0 H.26 2.75 0.0194 0.0 11.000 0.213 Vel= 2.50 H.26 0.0 0.671 Utb 17.0 1.000 19.533 to 150.0 0.0 17.000 0.0 T.50 2.75 0.0193 0.0 18.000 0.348 Vel = 2.50 0.0 2.75 19.881 K Factor= 0.62 T.53 5.24 0.671 Utr 2.0 4.000 19.085 to 150.0 0.0 2.000 0.0 H.28 5.24 0.0637 0.0 6.000 0.382 Vel= 4.75 H.28 0.0 0.671 Utr 2.0 14.000 19.467 to 150.0 0.0 2.000 0.0 _ T.47 5.24 0.0638 0.0 16.000 1.020 Vel = 4.75 T.47 0.0 0.671 Utr 2.0 12.000 20.487 to 150.0 0.0 2.000 0.0 - H.24 5.24 0.0637 0.0 14.000 0.892 Vel= 4.75 H.24 0.0 0.671 Utr 2.0 19.000 21.379 to 150.0 0.0 2.000 0.0 H.18 5.24 0.0637 0.0 21.000 1.338 Vel = 4.75 H.18 0.0 0.671 Utr 2.0 6.000 22.717 to 150.0 0.0 2.000 0.0 H.20 5.24 0.0638 0.0 8.000 0.510 Vel= 4.75 H.20 0.0 0.671 Utr 2.0 14.000 23.227 to 150.0 0.0 2.000 0.0 H.19 x.24 _ 8.A636 0,0 1-6 008 1.020 Vet= 4.7-5 _ H.19 0.0 0.671 Utr 2.0 2.000 24.247 to 150.0 0.0 2.000 0.0 T.40 5.24 0.0638 0.0 4.000 0.255 Vel = 4.75 0.0 5.24 24.502 K Factor= 1.06 T.38 2.54 0.671 Utb 17.0 4.000 16.228 to 150.0 Utr 2.0 19.000 0.0 H.12 2.54 0.0167 0.0 23.000 0.384 Vel = 2.30 H.12 0.0 0.671 0.0 17.000 16.612 to 150.0 0.0 0.0 0.0 H.17 2.54 0.0167 0.0 17.000 0.284 Vel = 2.30 H.17 0.0 0.671 Utr 2.0 15.000 16.896 to 150.0 0.0 2.000 0.0 H.9 2.54 0.0167 0.0 17.000 0.284 Vel = 2.30 H.9 0.0 0.671 Utr 2.0 13.000 17.180 - to 150.0 0.0 2.000 0.0 H.10 2.54 0.0167 0.0 15.000 0.251 Vel= 2.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • Uponor Page 9 WALNUT RIDGE LOT 10-One Head Calculation (11.27) Date 6/21/2016 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.10 0.0 0.671 0.0 2.000 17.431 to 150.0 0.0 0.0 0.0 T.37 2.54 0.0165 0.0 2.000 0.033 Vel= 2.30 T.37 0.54 0.671 Utb 17.0 4.000 17.464 to 150.0 0.0 17.000 0.0 T.36 3.08 0.0239 0.0 21.000 0.501 Vel= 2.79 T.36 0.0 0.671 Utr 2.0 7.000 17.965 to 150.0 Utb 17.0 19.000 0.0 T.34 3.08 0.0238 0.0 26.000 0.619 Vel = 2.79 T.34 0.52 0.671 Utr 2.0 14.000 18.584 to 150.0 0.0 2.000 0.0 I-1.6 3.6 0.0318 0.0 16.000 0.509 Vel= 3.27 H.6 0.0 0.671 Utr 2.0 10.000 19.093 to 150.0 0.0 2.000 0.0 T.32 3.6 0.0318 0.0 12.000 0.382 Vel= 3.27 T.32 0.0 0.671 Utr 2.0 4.000 19.475 to 150.0 0.0 2.000 0.0 H.2 3.6 0.0318 0.0 6.000 0.191 Vel= 3.27 H.2 0.0 0.671 Utr 2.0 18.000 19.666 to 150.0 0.0 2.000 0.0 H.3 3.6 0.0318 0.0 20.000 0.636 Vel= 3.27 H.3 0.0 0.671 Utb 17.0 3.000 20.302 to 150.0 0.0 17.000 0.0 T.31 3.6 0.0319 0.0 20.000 0.637 Vel= 3.27 0.0 3.60 20.939 K Factor= 0.79 T.44 2.43 0.862 0.0 15.000 21.252 to 150.0 0.0 0.0 -3.898 T.33 2.43 0.0045 0.0 15.000 0.068 Vel= 1.34 T.33 -0.54 0.671 2Utb 34.0 14.000 17.422 to - 150.0 AO 34.000 0.0-- T.35 1.89 0.0096 0.0 48.000 0.463 Vel= 1.71 0.0 1.89 17.885 K Factor= 0.45 T.33 0.54 0.671 Utb 17.0 3.000 17.422 to 150.0 Utr 2.0 19.000 0.0 H.5 0.54 0.0010 0.0 22.000 0.021 Vel= 0.49 1-1.5 0.0 0.671 Utr 2.0 15.000 17.443 to 150.0 0.0 2.000 0.0 H.11 0.54 0.0009 0.0 17.000 0.016 Vel = 0.49 H.11 0.0 0.671 Utr 2.0 4.000 17.459 to 150.0 0.0 2.000 0.0 T.37 0.54 0.0008 0.0 6.000 0.005 Vel= 0.49 0.0 0.54 17.464 K Factor= 0.13 T.43 0.52 0.862 0.0 13.000 22.478 to 150.0 0.0 0.0 -3.898 T.34 0.52 0.0003 0.0 13.000 0.004 Vel= 0.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 10 WALNUT RIDGE LOT 10-One Head Calculation (H.27) Date 6/21/2016 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 0.52 18.584 K Factor= 0.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ECEr JUN 2 8 2016 CITY OF ate, I AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : WALNUT RIDGE LOT 10-Two Head Calculation (H.15&H.14) Drawing : RESIDENTIAL Location : 13340 SW DOE LN TIGARD OR 97223 Remote Area : 1 Contract : 20081F 001 Data File : 20081F 001 Walnut Ridge Lot 10.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 WALNUT RIDGE LOT 10-Two Head Calculation (H.15& H.14) Date 6/21/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - WALNUT RIDGE LOT 10 Date - 6/21/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - H&H MECHANICAL Contract No. - 20081F 001 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 - 118 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0245 Psi Required 89.53 At Ref Pt UG1 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 - 70 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 10-Two Head Calculation (H.15 ad H.14) Date 6/21/2016 City Water Supply: Demand: Cl -Static Pressure : 94 D1 -Elevation : 20.789 C2-Residual Pressure: 84 D2-System Flow : 26.024 C2-Residual Flow : 1537 D2-System Pressure : 89.526 Hose(Demand) D3-System Demand : 26.024 Safety Margin : 4.469 150 : 140 130 p 120 R 110 E 100 G1 4--D2 S 90 Q L1 S 80 U 70 R60 E 50 40 30 20 ° D1 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 10-Two Head Calculation (H.15 &H.14) Date 6/21/2016 I Fitting Legend Abbrev. Name % '/, 1 11/4 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 1 Flow Summary - NFPA 2007 Uponor Page 4 _ WALNUT RIDGE LOT 10-Two Head Calculation (H.15& H.14) Date 6/21/2016 SUPPLY ANALYSIS - Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure UGI 94.0 84 1537.0 93.995 26.02 89.526 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 118.0 4.9 7.04 13.0 H.16 118.0 10.36 H.8 118.0 17.31 T.35 118.0 20.93 T.33 118.0 22.53 T.44 109.0 26.54 H.21 109.0 28.53 T.43 109.0 29.22 H.22 109.0 30.74 H.23 109.0 31.5 T.42 109.0 32.71 T.40 109.0 34.23 T.39 109.0 36.09 S.1 104.0 42.96 PRV 70.0 64.82 - MTR 70.0 85.48 STR 70.0 89.53 H.14 118.0 4.9 7.06 13.02 H.13 118.0 10.92 T.38 118.0 19.02 H.12 118.0 20.12 H.17 118.0 20.94 H.9 118.0 21.75 H.10 118.0 22.47 T.37 118.0 22.57 T.36 - 118.0 23.8 T.34 118.0 25.32 H.6 118.0 26.42 T.32 118.0 27.23 H.2 118.0 27.64 H.3 118.0 29.0 T.31 118.0 30.36 T.50 109.0 23.63 T.53 109.0 26.47 H.28 109.0 27.02 T.47 109.0 28.48 H.24 109.0 29.76 H.18 109.0 31.67 H.20 109.0 32.4 H.19 109.0 33.86 H.26 109.0 24.46 T.48 109.0 24.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 WALNUT RIDGE LOT 10-Two Head Calculation (H.15& H.14) Date 6/21/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.45 109.0 25.97 H.7 118.0 21.55 H.1 118.0 24.33 H.4 118.0 26.19 H.25 109.0 25.99 T.51 109.0 26.11 H.27 109.0 26.18 H.29 109.0 26.28 H.30 109.0 26.36 T.55 109.0 26.39 H.5 118.0 22.55 H.11 118.0 22.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 . WALNUT RIDGE LOT 10-Two Head Calculation (H.15 &H.14) Date 6/21/2016 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.15 12.16 0.671 Utr 2.0 9.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.16 12.16 0.3020 0.0 11.000 3.322 Vel = 11.03 H.16 0.0 0.671 Utr 2.0 21.000 10.362 to 150.0 0.0 2.000 0.0 H.8 12.16 0.3020 0.0 23.000 6.946 Vel = 11.03 H.8 0.0 0.671 Utr 2.0 10.000 17.308 to 150.0 0.0 2.000 0.0 T.35 12.16 0.3020 0.0 12.000 3.624 Vel= 11.03 T.35 -8.47 0.671 2Utb 34.0 14.000 20.932 to 150.0 0.0 34.000 0.0 T.33 3.69 0.0333 0.0 48.000 1.598 Vel= 3.35 T.33 -0.51 0.862 0.0 15.000 22.530 to 150.0 0.0 0.0 3.898 T.44 3.18 0.0075 0.0 15.000 0.112 Vel= 1.75 T.44 3.00 0.671 Utb 17.0 6.000 26.540 to 150.0 0.0 17.000 0.0 H.21 6.18 0.0865 0.0 23.000 1.989 Vel= 5.61 H.21 0.0 0.671 Utr 2.0 6.000 28.529 - to 150.0 0.0 2.000 0.0 T.43 6.18 0.0865 0.0 8.000 0.692 Vel= 5.61 T.43 -0.42 0.671 Utb 17.0 1.000 29.221 to 150.0 Utr 2.0 19.000 0.0 H.22 5.76 0.0758 0.0 20.000 1.517 Vel= 5.23 H.22 0.0 0.671 0.0 10.000 30.738 to 150.0 0.0 0.0 0.0 H.23 5.76 0.0758 0.0 10.000 0.758 Vel = 5.23 H.23 0.0 0.671 Utr 2.0 14.000 31.496 to 150.0 0.0 2.000 0.0 T.42 5.76 0.0759 0.0 16.000 1.214 Vel = 5.23 T.42 0.0 0.671 Utr 2.0 1.000 32.710 -10 - 150 Utb 17.0 19.000 0.0 T.40 5.76 0.0759 0.0 20.000 1.518 Vel = 5.23 T.40 6.36 0.862 Utb 17.0 7.000 34.228 to 150.0 0.0 14.000 0.0 T.39 12.12 0.0888 0.0 21.000 1.864 Vel= 6.66 T.39 13.90 0.862 T 7.528 10.000 36.092 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 42.963 to 150.0 0.0 0.0 21.725 ** Fixed Loss= 7 PRV 26.02 0.1370 0.0 1.000 0.137 Vel = 9.57 PRV 0.0 1.244 2E 3.443 220.000 64.825 to 150.0 0.0 3.443 7.000 ** Fixed Loss=7 MTR 26.02 0.0611 0.0 223.443 13.653 Vel= 6.87 MTR 0.0 1.025 E 2.7 15.000 85.478 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 WALNUT RIDGE LOT 10-Two Head Calculation (H.15& H.14) Date 6/21/2016 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 26.02 89.526 K Factor= 2.75 H.15 0.85 0.671 0.0 11.000 7.040 to 150.0 0.0 0.0 0.0 H.14 0.85 0.0022 0.0 11.000 0.024 Vel = 0.77 H.14 13.02 0.671 Utr 2.0 8.000 7.064 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.13 13.87 0.3855 0.0 10.000 3.855 Vel= 12.58 H.13 0.0 0.671 Utb 17.0 2.000 10.919 to 150.0 Utr 2.0 19.000 0.0 T.38 13.87 0.3855 0.0 21.000 8.096 Vel= 12.58 T.38 -9.37 0.671 Utb 17.0 4.000 19.015 to 150.0 Utr 2.0 19.000 0.0 H.12 4.5 0.0480 0.0 23.000 1.105 Vel = 4.08 H.12 0.0 0.671 0.0 17.000 20.120 to 150.0 0.0 0.0 0.0 H.17 4.5 0.0480 0.0 17.000 0.816 Vel= 4.08 H.17 0.0 0.671 Utr 2.0 15.000 20.936 to 150.0 0.0 2.000 0.0 - H.9 4.5 0.0481 0.0 17.000 0.817 Vel= 4.08 H.9 0.0 0.671 Utr 2.0 13.000 21.753 _ to 150.0 0.0 2.000 0.0 H.10 4.5 0.0480 0.0 15.000 0.720 Vel= 4.08 H.10 0.0 0.671 0.0 2.000 22.473 to 150.0 0.0 0.0 0.0 T.37 4.5 0.0480 0.0 2.000 0.096 Vel= 4.08 T.37 0.51 0.671 Utb 17.0 4.000 22.569 to 150.0 0.0 17.000 0.0 T.36 5.01 0.0586 0.0 21.000 1.231 Vel = 4.55 T.36 0.0 0.671 Utr 2.0 7.000 23.800 to 150.0 Utb 17.0 19.000 0.0 T.34 5.01 0.0587 0.0 26.000 1.525 Vel= 4.55 T.34 0.42 0.671 Utr 2.0 14.000 25.325 to 150.0 0.0 2.000 0.0 H.6 5.43 0.0681 0.0 16.000 1.090 Vel= 4.93 H.6 0.0 0.671 Utr 2.0 10.000 26.415 to 150.0 0.0 2.000 0.0 T.32 5.43 0.0681 0.0 12.000 0.817 Vel = 4.93 T.32 0.0 0.671 Utr 2.0 4.000 27.232 to 150.0 0.0 2.000 0.0 H.2 5.43 0.0682 0.0 6.000 0.409 Vel = 4.93 H.2 0.0 0.671 Utr 2.0 18.000 27.641 to 150.0 0.0 2.000 0.0 H.3 5.43 0.0681 0.0 20.000 1.362 Vel= 4.93 H.3 0.0 0.671 Utb 17.0 3.000 29.003 to 150.0 0.0 17.000 0.0 _ T.31 5.43 0.0681 0.0 20.000 1.362 Vel= 4.93 T.31 8.47 0.862 Utr 2.0 14.000 30.365 to 150.0 0.0 2.000 3.898 - T.39 13.9 0.1143 0.0 16.000 1.829 Vel= 7.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 _ WALNUT RIDGE LOT 10-Two Head Calculation (H.15 &H.14) Date 6/21/2016 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 13.90 36.092 K Factor= 2.31 T.38 9.37 0.862 0.0 13.000 19.015 to 150.0 0.0 0.0 3.898 T.50 9.37 0.0552 0.0 13.000 0.717 Vel= 5.15 T.50 -4.39 0.671 2Utb 34.0 15.000 23.630 to 150.0 0.0 34.000 0.0 T.53 4.98 0.0580 0.0 49.000 2.840 Vel= 4.52 T.53 1.38 0.671 Utr 2.0 4.000 26.470 to 150.0 0.0 2.000 0.0 H.28 6.36 0.0913 0.0 6.000 0.548 Vel = 5.77 H.28 0.0 0.671 Utr 2.0 14.000 27.018 to 150.0 0.0 2.000 0.0 T.47 6.36 0.0912 0.0 16.000 1.460 Vel= 5.77 T.47 0.0 0.671 Utr 2.0 12.000 28.478 to 150.0 0.0 2.000 0.0 H.24 6.36 0.0913 0.0 14.000 1.278 Vel = 5.77 H.24 0.0 0.671 Utr 2.0 19.000 29.756 to 150.0 0.0 2.000 0.0 H.18 6.36 0.0912 0.0 21.000 1.916 Vel= 5.77 H.18 0.0 0.671 Utr 2.0 6.000 31.672 - to 150.0 0.0 2.000 0.0 H.20 6.36 0.0912 0.0 8.000 0.730 Vel = 5.77 H.20 0.0 0.671 Utr 2.0 14.000 32.402 to 150.0 0.0 2.000 0.0 H.19 6.36 0.0912 0.0 16.000 1.460 Vel = 5.77 H.19 0.0 0.671 Utr 2.0 2.000 33.862 to 150.0 0.0 2.000 0.0 T.40 6.36 0.0915 0.0 4.000 0.366 Vel = 5.77 0.0 6.36 34928 KFactor= tag T.50 4.39 0.671 Utb 17.0 1.000 23.630 1 to 150.0 0.0 17.000 0.0 H.26 4.39 0.0459 0.0 18.000 0.826 Vel = 3.98 H.26 0.0 0.671 Utr 2.0 9.000 24.456 to 150.0 0.0 2.000 0.0 T.48 4.39 0.0459 0.0 11.000 0.505 Vel = 3.98 T.48 0.0 0.671 Utr 2.0 3.000 24.961 to 150.0 Utb 17.0 19.000 0.0 T.45 4.39 0.0459 0.0 22.000 1.009 Vel = 3.98 T.45 -1.39 0.671 Utr 2.0 6.000 25.970 to 150.0 Utb 17.0 19.000 0.0 T.44 3.0 0.0228 0.0 25.000 0.570 Vel= 2.72 0.0 3.00 26.540 K Factor= 0.58 T.35 8.46 0.671 Utr 2.0 2.000 20.932 to 150.0 0.0 2.000 0.0 H.7 8.46 0.1548 0.0 4.000 0.619 Vel= 7.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 WALNUT RIDGE LOT 10-Two Head Calculation (H.15&H.14) Date 6/21/2016 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.7 0.0 0.671 Utr 2.0 16.000 21.551 to 150.0 0.0 2.000 0.0 H.1 8.46 0.1546 0.0 18.000 2.783 Vel= 7.68 H.1 0.0 0.671 Utr 2.0 10.000 24.334 to 150.0 0.0 2.000 0.0 H.4 8.46 0.1547 0.0 12.000 1.856 Vel = 7.68 H.4 0.0 0.671 Utb 17.0 10.000 26.190 to 150.0 0.0 17.000 0.0 T.31 8.46 0.1546 0.0 27.000 4.175 Vel= 7.68 0.0 8.46 30.365 K Factor= 1.54 T.45 1.38 0.671 Utr 2.0 2.000 25.970 to 150.0 0.0 2.000 0.0 H.25 1.38 0.0055 0.0 4.000 0.022 Vel = 1.25 H.25 0.0 0.671 Utr 2.0 20.000 25.992 to 150.0 0.0 2.000 0.0 T.51 1.38 0.0055 0.0 22.000 0.120 Vel= 1.25 T.51 0.0 0.671 Utr 2.0 10.000 26.112 _ to 150.0 0.0 2.000 0.0 H.27 1.38 0.0054 0.0 12.000 0.065 Vel = 1.25 H.27 0.0 0.671 Utr 2.0 18.000 26.177 - to 150.0 0.0 2.000 0.0 H.29 1.38 0.0054 0.0 20.000 0.108 Vel = 1.25 H.29 0.0 0.671 0.0 14.000 26.285 to 150.0 0.0 0.0 0.0 H.30 1.38 0.0054 0.0 14.000 0.076 Vel= 1.25 H.30 0.0 0.671 Utr 2.0 3.000 26.361 to 150.0 0.0 2.000 0.0 T.55 1.38 0.0056 0.0 5.000 0.028 Vel = 1.25 T.55 0.0 0.671 Utr 2.0 13.000 26.389 _ to 1500 _ _ 00 2000 Il.0___ T.53 1.38 0.0054 0.0 15.000 0.081 Vel = 1.25 0.0 1.38 26.470 K Factor= 0.27 T.33 0.51 0.671 Utb 17.0 3.000 22.530 to 150.0 Utr 2.0 19.000 0.0 H.5 0.51 0.0009 0.0 22.000 0.019 Vel= 0.46 H.5 0.0 0.671 Utr 2.0 15.000 22.549 to 150.0 0.0 2.000 0.0 H.11 0.51 0.0009 0.0 17.000 0.015 Vel = 0.46 1 H.11 0.0 0.671 Utr 2.0 4.000 22.564 to 150.0 0.0 2.000 0.0 T.37 0.51 0.0008 0.0 6.000 0.005 Vel= 0.46 0.0 0.51 22.569 K Factor= 0.11 T.43 0.42 0.862 0.0 13.000 29.221 - to 150.0 0.0 0.0 -3.898 T.34 0.42 0.0002 0.0 13.000 0.002 Vel= 0.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PP Final Calculations - Hazen-Williams Uponor Page 10 - WALNUT RIDGE LOT 10-Two Head Calculation (H.15& H.14) Date 6/21/2016 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 0.42 25.325 K Factor= 0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087