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• A'!STho/ - Shy A s fzfMAY Rhi t', k, ! j UPOIrlOr AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SUMMIT RIDGE -One Head Calculation (H.2) Drawing : RESIDENTIAL Location : PLAN 4704 TIGARD OR Remote Area : 1 Contract : 19070F 006 Data File : 19070F 006 Summit Ridge Plan 4704.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - SUMMIT RIDGE Date - 3/30/16 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - GRAVITY PLUMBING Contract No. - 19070F 006 Calculated By - PATRICK BROWN Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES 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 - 129 Feet Size 7/16 K-Factor 4. 9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 77.5 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 1/8/16 Rated Cap. T Time of Test - 8 AM @ Psi E Static (Psi) - 98 Elev. R Residual (Psi) - 80 Other Flow (Gpm) - 1500 S Elevation - 55 P Location: STREET P L Source of Information: WATER AUTHORITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor SUMMIT RIDGE -One Head Calculation (H.2) Page 2 Date 3/30/2016 City Water Supply: Demand: Cl -Static Pressure : 98 D1 - Elevation : 32.049 C2- Residual Pressure: 80 D2-System Flow : 16.974 C2 - Residual Flow 1500 D2-System Pressure : 77.498 Hose( Demand ) D3-System Demand : 16.974 Safety Margin : 20.498 150 140 130 p 120 R 110 E 100 C1 S 90 S 80 D2 - C2 U 70 • - R 60 E 50 40 30 o D1 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 SUMMIT RIDGE-One Head Calculation (H.2) Date 3/30/2016 Fitting Legend Abbrev. Name 1/2 3/d 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 Flow Summary - NFPA 2007 Uponor Page 4 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 SUPPLY ANALYSIS Node at Static Residual Available _ Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 98.0 80 1500.0 97.995 16.97 77.498 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 129.0 4.9 12.0 16.97 H.1 129.0 13.8 T.20 129.0 18.07 T.29 119.0 22.98 T.43 109.0 27.7 T.44 109.0 28.75 S.1 104.0 33.54 PRV 55.0 62.16 MTR 55.0 75.91 STR 55.0 77.5 H.3 129.0 13.32 H.4 129.0 14.94 T.21 129.0 18.17 T.32 119.0 22.92 H.5 129.0 18.51 T.22 129.0 18.58 T.23 129.0 18.91 T.40 119.0 23.51 T.48 109.0 28.4 T.45 109.0 28.48 H.6 129.0 18.42 H.9 129.0 18.54 H.8 129.0 18.61 T.24 129.0 18.66 H.7 129.0 18.71 T.33 119.0 22.98 T.34 119.0 23.15 T.35 119.0 23.16 T.38 119.0 23.22 T.39 119.0 23.43 T.30 119.0 22.98 T.28 119.0 22.99 H.12 119.0 23.06 T.27 119.0 23.07 H.11 119.0 23.09 H.10 119.0 23.13 T.26 119.0 23.14 H.13 119.0 23.2 T.37 119.0 23.23 H.16 119.0 23.27 H.17 119.0 23.3 H.15 119.0 23.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.41 119.0 23.35 H.14 119.0 23.16 H.19 109.0 28.44 T.47 109.0 28.45 T.46 109.0 28.45 H.18 109.0 28.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 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.2 8.74 0.671 Utr 2.0 9.000 12.000 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.1 8.74 0.1641 0.0 11.000 1.805 Vel = 7.93 H.1 0.0 0.671 Utb 17.0 9.000 13.805 to 150.0 0.0 17.000 0.0 T.20 8.74 0.1641 0.0 26.000 4.267 Vel = 7.93 T.20 -2.29 0.862 Utr 2.0 19.048 18.072 to 150.0 0.0 2.000 4.331 T.29 6.45 0.0277 0.0 21.048 0.582 Vel = 3.55 T.29 -0.65 0.862 Utr 2.0 15.000 22.985 to 150.0 0.0 2.000 4.331 T.43 5.8 0.0226 0.0 17.000 0.385 Vel = 3.19 T.43 4.47 0.862 Utb 17.0 2.000 27.701 to 150.0 0.0 14.000 0.0 T.44 10.27 0.0653 0.0 16.000 1.045 Vel = 5.65 T.44 6.70 0.862 Utr 2.0 11.000 28.746 to 150.0 T 7.528 4.904 2.166 S.1 16.97 0.1654 0.0 15.904 2.630 Vel = 9.33 S.1 0.0 1.054 2E 2.44 4.000 33.542 to 150.0 0.0 2.440 28.222 ** Fixed Loss= 7 PRV 16.97 0.0621 0.0 6.440 0.400 Vel = 6.24 PRV 0.0 1.054 2E 2.44 90.000 62.164 to 150.0 0.0 2.440 8.000 ** Fixed Loss=8 MTR 16.97 0.0621 0.0 92.440 5.743 Vel = 6.24 MTR 0.0 0.995 E 2.336 10.000 75.907 to 150.0 T 5.841 9.345 0.0 STR 16.97 0.0822 G 1.168 19.345 1.591 Vel = 7.00 0.0 16.97 77.498 K Factor= 1.93 H.2 8.23 0.671 Utr 2.0 7.000 12.000 to 150.0 0.0 2.000 0.0 H.3 8.23 0.1469 0.0 9.000 1.322 Vel = 7.47 H.3 0.0 0.671 Utr 2.0 9.000 13.322 to 150.0 0.0 2.000 0.0 H.4 8.23 0.1469 0.0 11.000 1.616 Vel = 7.47 H.4 0.0 0.671 Utb 17.0 5.000 14.938 to 150.0 0.0 17.000 0.0 T.21 8.23 0.1469 0.0 22.000 3.231 Vel = 7.47 T.21 -1.69 0.862 Utr 2.0 13.000 18.169 to 150.0 0.0 2.000 4.331 T.32 6.54 0.0283 0.0 15.000 0.425 Vel = 3.60 T.32 -2.07 0.862 Utb 17.0 17.689 22.925 to 150.0 0.0 14.000 4.331 T.43 4.47 0.0140 0.0 31.689 0.445 Vel = 2.46 0.0 4.47 27.701 K Factor= 0.85 T.20 2.29 0.671 Utb 17.0 13.000 18.072 to 150.0 Utr 2.0 19.000 0.0 H.5 2.29 0.0138 0.0 32.000 0.440 Vel = 2.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 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.5 0.0 0.671 Utr 2.0 3.000 18.512 to 150.0 0.0 2.000 0.0 T.22 2.29 0.0138 0.0 5.000 0.069 Vel= 2.08 T.22 0.0 0.671 Utb 17.0 7.000 18.581 to 150.0 0.0 17.000 0.0 T.23 2.29 0.0137 0.0 24.000 0.329 Vel = 2.08 T.23 1.69 0.862 Utr 2.0 21.726 18.910 to 150.0 0.0 2.000 4.331 T.40 3.98 0.0113 0.0 23.726 0.269 Vel = 2.19 T.40 2.72 0.862 Utr 2.0 17.000 23.510 to 150.0 0.0 2.000 4.331 T.48 6.7 0.0296 0.0 19.000 0.563 Vel = 3.68 T.48 -0.59 0.862 0.0 3.000 28.404 to 150.0 0.0 0.0 0.0 T.45 6.11 0.0250 0.0 3.000 0.075 Vel = 3.36 T.45 0.59 0.862 Utr 2.0 7.000 28.479 to 150.0 0.0 2.000 0.0 T.44 6.7 0.0297 0.0 9.000 0.267 Vel = 3.68 0.0 6.70 28.746 K Factor= 1.25 T.21 1.69 0.671 Utb 17.0 13.000 18.169 to 150.0 Utr 2.0 19.000 0.0 H.6 1.69 0.0079 0.0 32.000 0.253 Vel = 1.53 H.6 0.0 0.671 Utr 2.0 13.000 18.422 to 150.0 0.0 2.000 0.0 H.9 1.69 0.0079 0.0 15.000 0.118 Vel = 1.53 H.9 0.0 0.671 0.0 9.000 18.540 to 150.0 0.0 0.0 0.0 H.8 1.69 0.0079 0.0 9.000 0.071 Vel = 1.53 H.8 0.0 0.671 Utr 2.0 4.000 18.611 to 150.0 0.0 2.000 0.0 T.24 1.69 0.0078 0.0 6.000 0.047 Vel = 1.53 T.24 0.0 0.671 Utr 2.0 5.000 18.658 to 150.0 0.0 2.000 0.0 H.7 1.69 0.0079 0.0 7.000 0.055 Vel = 1.53 H.7 0.0 0.671 Utb 17.0 6.000 18.713 to 150.0 Utr 2.0 19.000 0.0 T.23 1.69 0.0079 0.0 25.000 0.197 Vel = 1.53 0.0 1.69 18.910 K Factor= 0.39 1 T.32 2.06 0.862 Utb 17.0 2.000 22.925 to 150.0 0.0 14.000 0.0 T.33 2.06 0.0034 0.0 16.000 0.054 Vel = 1.13 T.33 -0.30 0.671 Utr 2.0 1.000 22.979 to 150.0 Utb 17.0 19.000 0.0 T.34 1.76 0.0085 0.0 20.000 0.169 Vel = 1.60 T.34 -0.31 0.671 Utr 2.0 1.000 23.148 to 150.0 0.0 2.000 0.0 T.35 1.45 0.0057 0.0 3.000 0.017 Vel = 1.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 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.35 0.31 0.671 Utr 2.0 5.000 23.165 to 150.0 0.0 2.000 0.0 T.38 1.76 0.0084 0.0 7.000 0.059 Vel = 1.60 T.38 -0.15 0.671 Utb 17.0 11.000 23.224 to 150.0 0.0 17.000 0.0 T.39 1.61 0.0072 0.0 28.000 0.202 Vel = 1.46 T.39 1.11 0.862 Utb 17.0 1.000 23.426 to 150.0 0.0 14.000 0.0 T.40 2.72 0.0056 0.0 15.000 0.084 Vel = 1.50 0.0 2.72 23.510 K Factor= 0.56 T.33 0.31 0.671 Utb 17.0 1.000 22.979 to 150.0 0.0 17.000 0.0 T.30 0.31 0.0003 0.0 18.000 0.006 Vel = 0.28 T.30 0.0 0.671 Utr 2.0 2.000 22.985 to 150.0 Utb 17.0 19.000 0.0 T.28 0.31 0.0003 0.0 21.000 0.007 Vel = 0.28 T.28 0.65 0.671 Utb 17.0 6.000 22.992 to 150.0 0.0 17.000 0.0 H.12 0.96 0.0028 0.0 23.000 0.064 Vel = 0.87 H.12 0.0 0.671 Utr 2.0 3.000 23.056 to 150.0 0.0 2.000 0.0 T.27 0.96 0.0028 0.0 5.000 0.014 Vel = 0.87 T.27 0.0 0.671 Utr 2.0 6.000 23.070 to 150.0 0.0 2.000 0.0 H.11 0.96 0.0028 0.0 8.000 0.022 Vel = 0.87 H.11 0.0 0.671 Utr 2.0 12.000 23.092 to 150.0 0.0 2.000 0.0 H.10 0.96 0.0028 0.0 14.000 0.039 Vel = 0.87 H.10 0.0 0.671 Utr 2.0 3.000 23.131 to 150.0 0.0 2.000 0.0 T.26 0.96 0.0028 0.0 5.000 0.014 Vel = 0.87 T.26 0.0 0.671 Utr 2.0 17.000 23.145 to 150.0 0.0 2.000 0.0 H.13 0.96 0.0028 0.0 19.000 0.053 Vel = 0.87 H.13 0.0 0.671 Utr 2.0 9.000 23.198 to 150.0 0.0 2.000 0.0 T.37 0.96 0.0027 0.0 11.000 0.030 Vel = 0.87 T.37 0.15 0.671 Utr 2.0 10.000 23.228 to 150.0 0.0 2.000 0.0 H.16 1.11 0.0036 0.0 12.000 0.043 Vel = 1.01 H.16 0.0 0.671 0.0 9.000 23.271 to 150.0 0.0 0.0 0.0 H.17 1.11 0.0037 0.0 9.000 0.033 Vel = 1.01 H.17 0.0 0.671 Utr 2.0 7.000 23.304 to 150.0 0.0 2.000 0.0 H.15 1.11 0.0036 0.0 9.000 0.032 Vel = 1.01 H.15 0.0 0.671 Utr 2.0 2.000 23.336 to 150.0 0.0 2.000 0.0 T.41 1.11 0.0035 0.0 4.000 0.014 Vel = 1.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 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.41 0.0 0.671 Utr 2.0 2.000 23.350 to 150.0 Utb 17.0 19.000 0.0 T.39 1.11 0.0036 0.0 21.000 0.076 Vel = 1.01 0.0 1.11 23.426 K Factor= 0.23 T.29 0.66 0.862 Utb 17.0 3.000 22.985 to 150.0 0.0 14.000 0.0 T.28 0.66 0.0004 0.0 17.000 0.007 Vel = 0.36 0.0 0.66 22.992 K Factor= 0.14 T.34 0.31 0.671 Utb 17.0 9.000 23.148 to 150.0 Utr 2.0 19.000 0.0 H.14 0.31 0.0003 0.0 28.000 0.009 Vel = 0.28 H.14 0.0 0.671 Utb 17.0 8.000 23.157 to 150.0 0.0 17.000 0.0 T.35 0.31 0.0003 0.0 25.000 0.008 Vel = 0.28 0.0 0.31 23.165 K Factor= 0.06 T.38 0.14 0.671 2Utb 34.0 12.000 23.224 to 150.0 0.0 34.000 0.0 T.37 0.14 0.0001 0.0 46.000 0.004 Vel = 0.13 0.0 0.14 23.228 K Factor= 0.03 T.48 0.59 0.671 Utb 17.0 12.000 28.404 to 150.0 0.0 17.000 0.0 H.19 0.59 0.0011 0.0 29.000 0.033 Vel = 0.54 H.19 0.0 0.671 Utr 2.0 10.000 28.437 to 150.0 0.0 2.000 0.0 T.47 0.59 0.0012 0.0 12.000 0.014 Vel = 0.54 T.47 -0.11 0.671 Utr 2.0 1.000 28.451 to 150.0 0.0 2.000 0.0 T.46 0.48 0.0007 0.0 3.000 0.002 Vel = 0.44 T.46 0.11 0.671 Utr 2.0 4.000 28.453 to 150.0 Utb 17.0 19.000 0.0 T.45 0.59 0.0011 0.0 23.000 0.026 Vel = 0.54 0.0 0.59 28.479 K Factor= 0.11 T.47 0.12 0.671 Utb 17.0 2.000 28.451 to 150.0 0.0 17.000 0.0 H.18 0.12 0.0001 0.0 19.000 0.001 Vel = 0.11 H.18 0.0 0.671 Utb 17.0 3.000 28.452 to 150.0 Utr 2.0 19.000 0.0 T.46 0.12 0.0 0.0 22.000 0.001 Vel = 0.11 0.0 0.12 28.453 K Factor= 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 eta nr": F R .k 6 �d'•,�l UP4M01. AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SUMMIT RIDGE -Two Head Calculation (H.9 & H.8) Drawing : RESIDENTIAL Location : PLAN 4704 TIGARD OR Remote Area : 1 Contract : 19070F 006 Data File : 19070F 006 Summit Ridge Plan 4704.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 SUMMIT RIDGE -Two Head Calculation (H.9 & H.8) Date 3/30/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - SUMMIT RIDGE Date - 3/30/16 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - GRAVITY PLUMBING Contract No. - 19070F 006 Calculated By - PATRICK BROWN Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES 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 - 129 Feet Size 7/16 K-Factor 4 .9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0136 Psi Required 95.43 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 1/8/16 Rated Cap. T Time of Test - 8 AM @ Psi E Static (Psi) - 98 Elev. R Residual (Psi) - 80 Other Flow (Gpm) - 1500 S Elevation - 55 P Location: STREET P L Source of Information: WATER AUTHORITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C . Uponor Page 2 SUMMIT RIDGE-Two Head Calculation (H.9 & H.8) Date 3/30/2016 City Water Supply: Demand: Cl -Static Pressure : 98 D1 -Elevation : 32.049 C2 - Residual Pressure: 80 D2 -System Flow : 26.014 C2- Residual Flow : 1500 D2 -System Pressure : 95.428 Hose( Demand ) D3-System Demand : 26.014 Safety Margin : 2.562 150 140 : 130 ' p120 R110 E 100 61 S 90 _ C2 S 80 U �0 R 60 E 50 40 30 D1 20 10 200 400 600 800 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 SUMMIT RIDGE -Two Head Calculation (H.9 & H.8) Date 3/30/2016 Fitting Legend Abbrev. Name '/z '/< 1 11/4 11/2 2 2'/2 3 3'/z 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 SUMMIT RIDGE -Two Head Calculation (H.9 & H.8) Date 3/30/2016 • SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 98.0 80 1500.0 97.99 26.01 95.428 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 129.0 4.9 7.04 13.0 H.6 129.0 11.7 T.21 129.0 21.65 T.32 119.0 26.94 T.43 109.0 32.3 T.44 109.0 34.21 S.1 104.0 42.17 PRV 55.0 71.27 MTR 55.0 91.92 STR 55.0 95.43 H.8 129.0 4.9 7.05 13.01 T.24 129.0 9.3 H.7 129.0 11.93 T.23 129.0 21.31 T.40 119.0 27.31 T.48 109.0 33.24 T.45 109.0 33.45 T.22 129.0 21.84 H.5 129.0 21.96 T.20 129.0 22.67 T.29 119.0 27.39 H.4 129.0 21.93 H.3 129.0 22.08 H.2 129.0 22.19 H.1 129.0 22.33 T.33 119.0 27.05 T.30 119.0 27.18 T.28 119.0 27.33 T.34 119.0 27.18 T.35 119.0 27.19 T.38 119.0 27.23 T.39 119.0 27.3 H.14 119.0 27.18 T.37 119.0 27.29 H.13 119.0 27.29 T.26 119.0 27.3 H.10 119.0 27.31 H.11 119.0 27.31 T.27 119.0 27.32 H.12 119.0 27.32 H.16 119.0 27.29 H.17 119.0 27.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 SUMMIT RIDGE -Two Head Calculation (H.9 & H.8) Date 3/30/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 119.0 27.29 T.41 119.0 27.29 H.19 109.0 33.33 T.47 109.0 33.37 T.46 109.0 33.38 H.18 109.0 33.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 SUMMIT RIDGE -Two Head Calculation (H.9& H.8) Date 3/30/2016 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.9 12.35 0.671 Utr 2.0 13.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.6 12.35 0.3109 0.0 15.000 4.663 Vel = 11.20 H.6 0.0 0.671 Utb 17.0 13.000 11.703 to 150.0 Utr 2.0 19.000 0.0 T.21 12.35 0.3108 0.0 32.000 9.947 Vel = 11.20 T.21 -2.21 0.862 Utr 2.0 13.000 21.650 to 150.0 0.0 2.000 4.331 T.32 10.14 0.0637 0.0 15.000 0.956 Vel = 5.57 T.32 -3.11 0.862 Utb 17.0 17.689 26.937 to 150.0 0.0 14.000 4.331 T.43 7.03 0.0324 0.0 31.689 1.028 Vel = 3.86 T.43 7.21 0.862 Utb 17.0 2.000 32.296 to 150.0 0.0 14.000 0.0 T.44 14.24 0.1195 0.0 16.000 1.912 Vel = 7.83 T.44 11.77 0.862 Utr 2.0 11.000 34.208 to 150.0 T 7.528 4.904 2.166 S.1 26.01 0.3644 0.0 15.904 5.795 Vel = 14.30 S.1 0.0 1.054 2E 2.44 4.000 42.169 to 150.0 0.0 2.440 28.222 * * Fixed Loss=7 PRV 26.01 0.1368 0.0 6.440 0.881 Vel = 9.56 PRV 0.0 1.054 2E 2.44 90.000 71.272 to 150.0 0.0 2.440 8.000 ** Fixed Loss=8 MTR 26.01 0.1369 0.0 92.440 12.651 Vel = 9.56 MTR 0.0 0.995 E 2.336 10.000 91.923 to 150.0 T 5.841 9.345 0.0 STR 26.01 0.1812 G 1.168 19.345 3.505 Vel = 10.73 0.0 26.01 95.428 K Factor= 2.66 H.9 0.66 0.671 0.0 9.000 7.040 to 150.0 0.0 0.0 0.0 H.8 0.66 0.0013 0.0 9.000 0.012 Vel = 0.60 H.8 13.01 0.671 Utr 2.0 4.000 7.052 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.24 13.67 0.3752 0.0 6.000 2.251 Vel = 12.40 T.24 0.0 0.671 Utr 2.0 5.000 9.303 to 150.0 0.0 2.000 0.0 H.7 13.67 0.3753 0.0 7.000 2.627 Vel = 12.40 H.7 0.0 0.671 Utb 17.0 6.000 11.930 to 150.0 Utr 2.0 19.000 0.0 T.23 13.67 0.3752 0.0 25.000 9.379 Vel = 12.40 T.23 -2.97 0.862 Utr 2.0 21.726 21.309 to 150.0 0.0 2.000 4.331 T.40 10.7 0.0704 0.0 23.726 1.670 Vel = 5.88 T.40 1.07 0.862 Utr 2.0 17.000 27.310 to 150.0 0.0 2.000 4.331 T.48 11.77 0.0841 0.0 19.000 1.598 Vel = 6.47 T.48 -1.04 0.862 0.0 3.000 33.239 to 150.0 0.0 0.0 0.0 T.45 10.73 0.0707 0.0 3.000 0.212 Vel = 5.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 SUMMIT RIDGE -Two Head Calculation (H.9& H.8) Date 3/30/2016 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.45 1.04 0.862 Utr 2.0 7.000 33.451 to 150.0 0.0 2.000 0.0 T.44 11.77 0.0841 0.0 9.000 0.757 Vel = 6.47 0.0 11.77 34.208 K Factor= 2.01 T.23 2.97 0.671 Utb 17.0 7.000 21.309 to 150.0 0.0 17.000 0.0 T.22 2.97 0.0223 0.0 24.000 0.536 Vel = 2.69 T.22 0.0 0.671 Utr 2.0 3.000 21.845 to 150.0 0.0 2.000 0.0 H.5 2.97 0.0222 0.0 5.000 0.111 Vel = 2.69 H.5 0.0 0.671 Utb 17.0 13.000 21.956 to 150.0 Utr 2.0 19.000 0.0 T.20 2.97 0.0223 0.0 32.000 0.714 Vel = 2.69 T.20 2.21 0.862 Utr 2.0 19.048 22.670 to 150.0 0.0 2.000 4.331 T.29 5.18 0.0184 0.0 21.048 0.387 Vel = 2.85 T.29 2.02 0.862 Utr 2.0 15.000 27.388 to 150.0 0.0 2.000 4.331 T.43 7.2 0.0339 0.0 17.000 0.577 Vel = 3.96 0.0 7.20 32.296 K Factor= 1.27 T.21 2.21 0.671 Utb 17.0 5.000 21.650 to 150.0 0.0 17.000 0.0 H.4 2.21 0.0129 0.0 22.000 0.284 Vel = 2.01 H.4 0.0 0.671 Utr 2.0 9.000 21.934 to 150.0 0.0 2.000 0.0 H.3 2.21 0.0129 0.0 11.000 0.142 Vel = 2.01 H.3 0.0 0.671 Utr 2.0 7.000 22.076 to 150.0 0.0 2.000 0.0 H.2 2.21 0.0129 0.0 9.000 0.116 Vel = 2.01 H.2 0.0 0.671 Utr 2.0 9.000 22.192 to 150.0 0.0 2.000 0.0 H.1 2.21 0.0129 0.0 11.000 0.142 Vel = 2.01 H.1 0.0 0.671 Utb 17.0 9.000 22.334 to 150.0 0.0 17.000 0.0 T.20 2.21 0.0129 0.0 26.000 0.336 Vel = 2.01 0.0 2.21 22.670 K Factor= 0.46 T.32 3.10 0.862 Utb 17.0 2.000 26.937 to 150.0 0.0 14.000 0.0 T.33 3.1 0.0071 0.0 16.000 0.114 Vel = 1.70 T.33 -1.48 0.671 Utb 17.0 1.000 27.051 to 150.0 0.0 17.000 0.0 T.30 1.62 0.0073 0.0 18.000 0.131 Vel = 1.47 ' T.30 0.0 0.671 Utr 2.0 2.000 27.182 to 150.0 Utb 17.0 19.000 0.0 ^ T.28 1.62 0.0072 0.0 21.000 0.152 Vel = 1.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 SUMMIT RIDGE -Two Head Calculation (H.9 & H.8) Date 3/30/2016 . 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.28 0.40 0.862 Utb 17.0 3.000 27.334 to 150.0 0.0 14.000 0.0 T.29 2.02 0.0032 0.0 17.000 0.054 Vel = 1.11 0.0 2.02 27.388 K Factor= 0.39 T.33 1.48 0.671 Utr 2.0 1.000 27.051 to 150.0 Utb 17.0 19.000 0.0 T.34 1.48 0.0062 0.0 20.000 0.124 Vel = 1.34 T.34 -0.26 0.671 Utr 2.0 1.000 27.175 to 150.0 0.0 2.000 0.0 T.35 1.22 0.0043 0.0 3.000 0.013 Vel = 1.11 T.35 0.26 0.671 Utr 2.0 5.000 27.188 to 150.0 0.0 2.000 0.0 T.38 1.48 0.0061 0.0 7.000 0.043 Vel = 1.34 T.38 -0.61 0.671 Utb 17.0 11.000 27.231 to 150.0 0.0 17.000 0.0 T.39 0.87 0.0023 0.0 28.000 0.064 Vel = 0.79 T.39 0.21 0.862 Utb 17.0 1.000 27.295 to 150.0 0.0 14.000 0.0 T.40 1.08 0.0010 0.0 15.000 0.015 Vel = 0.59 0.0 1.08 27.310 K Factor= 0.21 T.34 0.26 0.671 Utb 17.0 9.000 27.175 to 150.0 Utr 2.0 19.000 0.0 H.14 0.26 0.0002 0.0 28.000 0.007 Vel = 0.24 H.14 0.0 0.671 Utb 17.0 8.000 27.182 to 150.0 0.0 17.000 0.0 T.35 0.26 0.0002 0.0 25.000 0.006 Vel = 0.24 0.0 0.26 27.188 K Factor= 0.05 T.38 0.61 0.671 2Utb 34.0 12.000 27.231 to 150.0 0.0 34.000 0.0 T.37 0.61 0.0012 0.0 46.000 0.055 Vel = 0.55 T.37 -0.21 0.671 Utr 2.0 9.000 27.286 to 150.0 0.0 2.000 0.0 H.13 0.4 0.0005 0.0 11.000 0.006 Vel = 0.36 H.13 0.0 0.671 Utr 2.0 17.000 27.292 to 150.0 0.0 2.000 0.0 T.26 0.4 0.0006 0.0 19.000 0.011 Vel = 0.36 T.26 0.0 0.671 Utr 2.0 3.000 27.303 to 150.0 0.0 2.000 0.0 H.10 0.4 0.0006 0.0 5.000 0.003 Vel = 0.36 H.10 0.0 0.671 Utr 2.0 12.000 27.306 to 150.0 0.0 2.000 0.0 H.11 0.4 0.0006 0.0 14.000 0.008 Vel = 0.36 H.11 0.0 0.671 Utr 2.0 6.000 27.314 . to 150.0 0.0 2.000 0.0 T.27 0.4 0.0005 0.0 8.000 0.004 Vel = 0.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 SUMMIT RIDGE -Two Head Calculation (H.9 & H.8) Date 3/30/2016 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.27 0.0 0.671 Utr 2.0 3.000 27.318 to 150.0 0.0 2.000 0.0 H.12 0.4 0.0006 0.0 5.000 0.003 Vel = 0.36 H.12 0.0 0.671 Utb 17.0 6.000 27.321 to 150.0 0.0 17.000 0.0 T.28 0.4 0.0006 0.0 23.000 0.013 Vel = 0.36 0.0 0.40 27.334 K Factor= 0.08 T.37 0.21 0.671 Utr 2.0 10.000 27.286 to 150.0 0.0 2.000 0.0 H.16 0.21 0.0002 0.0 12.000 0.002 Vel = 0.19 H.16 0.0 0.671 0.0 9.000 27.288 to 150.0 0.0 0.0 0.0 H.17 0.21 0.0002 0.0 9.000 0.002 Vel = 0.19 H.17 0.0 0.671 Utr 2.0 7.000 27.290 to 150.0 0.0 2.000 0.0 H.15 0.21 0.0001 0.0 9.000 0.001 Vel = 0.19 H.15 0.0 0.671 Utr 2.0 2.000 27.291 to 150.0 0.0 2.000 0.0 T.41 0.21 0.0002 0.0 4.000 0.001 Vel = 0.19 T.41 0.0 0.671 Utr 2.0 2.000 27.292 to 150.0 Utb 17.0 19.000 0.0 T.39 0.21 0.0001 0.0 21.000 0.003 Vel = 0.19 0.0 0.21 27.295 K Factor= 0.04 T.48 1.04 0.671 Utb 17.0 12.000 33.239 to 150.0 0.0 17.000 0.0 H.19 1.04 0.0032 0.0 29.000 0.093 Vel = 0.94 H.19 0.0 0.671 Utr 2.0 10.000 33.332 to 150.0 0.0 2.000 0.0 T.47 1.04 0.0032 0.0 12.000 0.039 Vel = 0.94 T.47 -0.20 0.671 Utr 2.0 1.000 33.371 to 150.0 0.0 2.000 0.0 T.46 0.84 0.0020 0.0 3.000 0.006 Vel = 0.76 T.46 0.20 0.671 Utr 2.0 4.000 33.377 to 150.0 Utb 17.0 19.000 0.0 T.45 1.04 0.0032 0.0 23.000 0.074 Vel = 0.94 0.0 1.04 33.451 K Factor= 0.18 T.47 0.20 0.671 Utb 17.0 2.000 33.371 to 150.0 0.0 17.000 0.0 H.18 0.2 0.0002 0.0 19.000 0.003 Vel = 0.18 H.18 0.0 0.671 Utb 17.0 3.000 33.374 to 150.0 Utr 2.0 19.000 0.0 T.46 0.2 0.0001 0.0 22.000 0.003 Vel = 0.18 0.0 0.20 33.377 K Factor= 0.03 . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087