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130s- w Ash r UtNIMOOP AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SUMMIT RIDGE -Two Head Calculation (H.4& H.1) Drawing : RESIDENTIAL Location : PLAN B345 TIGARD OR Remote Area : 1 Contract : 19070F 001 Data File : 19070F 001 Summit Ridge Plan B345.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Uponor Page 1 SUMMIT RIDGE -Two Head Calculation (H.4 &H.1) Date 3/22/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - SUMMIT RIDGE Date - 3/18/16 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - EDWARD MULLEN PLUMBING Contract No. - 19070F 001 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 - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0161 Psi Required 74.26 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 - 95 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 -Two Head Calculation (H.4&H.1) Page 2 Date 3/22/2016 City Water Supply: Cl -Static Pressure : 98 Demand: C2- Residual Pressure: 80 D1 - Elevation : 10.394 C2- Residual Flow 1500 D2 -System Flow : 26.016 D2-System Pressure : 74.263 Hose( Demand ) D3-System Demand : 26.016 Safety Margin : 23.727 150 140 130 p 120 R 110 E 100 5 90 S 80 D2 C2 U • 70 _ R60 E 50 40 30 20 10 6 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 Page 3 Uponor Date 3/22/2016 SUMMIT RIDGE-Two Head Calculation (H.4&H.1) Fitting Legend y2 3/4 1 1% 1'/z 2 2'/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Abbrev. Name 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.4 & H.1) Date 3/22/2016 - SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 98.0 80 1500.0 97.99 26.02 74.263 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 7.04 13.0 H.6 119.0 11.72 T.30 119.0 17.35 T.43 109.0 22.38 T.40 109.0 29.0 H.18 109.0 29.32 T.39 109.0 29.37 T.38 109.0 29.5 H.16 109.0 29.59 T.37 109.0 29.9 T.42 109.0 31.09 S.1 104.0 38.33 PRV 95.0 50.1 MTR 95.0 70.76 STR 95.0 74.26 H.1 119.0 4.9 7.06 13.02 T.27 119.0 17.89 T.28 119.0 20.05 H.2 119.0 20.29 H.3 119.0 21.17 T.29 119.0 23.18 T.35 109.0 29.15 H.8 119.0 17.59 T.31 119.0 18.33 H.11 119.0 19.29 H.12 119.0 19.71 H.10 119.0 20.42 H.9 119.0 20.92 H.7 119.0 21.34 H.5 119.0 21.88 T.34 109.0 22.68 H.15 109.0 25.22 T.33 109.0 26.34 H.13 109.0 27.32 H.20 109.0 22.5 T.46 109.0 22.65 H.21 109.0 22.66 T.48 109.0 22.66 T.45 109.0 22.66 - T.44 109.0 22.66 H.17 109.0 22.67 H.14 109.0 22.67 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.4 & H.1) Date 3/22/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.19 109.0 22.66 T.53 99.0 33.63 H.25 99.0 34.19 T.52 99.0 34.7 H.26 99.0 33.96 H.23 99.0 34.13 H.22 99.0 34.31 T.49 99.0 34.42 H.24 99.0 34.5 T.50 99.0 34.58 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.4& H.1) Date 3/22/2016 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.4 12.38 0.671 Utr 2.0 13.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.6 12.38 0.3123 0.0 15.000 4.685 Vel = 11.23 H.6 0.0 0.671 Utb 17.0 1.000 11.725 to 150.0 0.0 17.000 0.0 T.30 12.38 0.3123 0.0 18.000 5.622 Vel = 11.23 T.30 -3.13 0.862 0.0 13.000 17.347 to 150.0 0.0 0.0 4.331 T.43 9.25 0.0538 0.0 13.000 0.699 Vel = 5.09 T.43 -1.38 0.671 2Utb 34.0 15.000 22.377 to 150.0 0.0 34.000 0.0 T.40 7.87 0.1353 0.0 49.000 6.628 Vel = 7.14 T.40 -5.34 0.671 Utb 17.0 2.000 29.005 to 150.0 0.0 17.000 0.0 H.18 2.53 0.0166 0.0 19.000 0.315 Vel = 2.30 H.18 0.0 0.671 Utr 2.0 1.000 29.320 to 150.0 0.0 2.000 0.0 T.39 2.53 0.0167 0.0 3.000 0.050 Vel = 2.30 T.39 0.0 0.671 Utr 2.0 6.000 29.370 to 150.0 0.0 2.000 0.0 T.38 2.53 0.0166 0.0 8.000 0.133 Vel = 2.30 T.38 0.0 0.671 Utr 2.0 3.000 29.503 to 150.0 0.0 2.000 0.0 H.16 2.53 0.0166 0.0 5.000 0.083 Vel = 2.30 H.16 0.0 0.671 Utb 17.0 2.000 29.586 to 150.0 0.0 17.000 0.0 T.37 2.53 0.0166 0.0 19.000 0.315 Vel = 2.30 T.37 18.14 0.862 Utr 2.0 3.000 29.901 to 150.0 0.0 2.000 0.0 T.42 20.67 0.2382 0.0 5.000 1.191 Vel = 11.36 T.42 5.35 0.862 T 7.528 11.000 31.092 to 150.0 0.0 2.904 2.166 S.1 26.02 0.3644 0.0 13.904 5.067 Vel = 14.30 S.1 0.0 1.054 2E 2.44 4.000 38.325 to 150.0 0.0 2.440 10.898 * * Fixed Loss= 7 PRV 26.02 0.1368 0.0 6.440 0.881 Vel = 9.57 PRV 0.0 1.054 2E 2.44 90.000 50.104 to 150.0 0.0 2.440 8.000 * * Fixed Loss=8 MTR 26.02 0.1369 0.0 92.440 12.653 Vel = 9.57 MTR 0.0 0.995 E 2.336 10.000 70.757 to 150.0 T 5.841 9.345 0.0 STR 26.02 0.1812 G 1.168 19.345 3.506 Vel = 10.74 0.0 26.02 74.263 K Factor= 3.02 H.4 0.62 0.671 Utr 2.0 10.000 7.040 to 150.0 0.0 2.000 0.0 _H.1 0.62 0.0012 0.0 12.000 0.015 Vel = 0.56 H.1 13.02 0.671 Utb 17.0 10.000 7.055 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 T.27 13.64 0.3737 0.0 29.000 10.838 Vel = 12.38 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.4 & H.1) Date 3/22/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.27 -7.71 0.671 Utr 2.0 8.000 17.893 to 150.0 Utb 17.0 19.000 0.0 T.28 5.93 0.0800 0.0 27.000 2.161 Vel = 5.38 T.28 0.0 0.671 0.0 3.000 20.054 to 150.0 0.0 0.0 0.0 H.2 5.93 0.0800 0.0 3.000 0.240 Vel = 5.38 H.2 0.0 0.671 Utr 2.0 9.000 20.294 to 150.0 0.0 2.000 0.0 H.3 5.93 0.0800 0.0 11.000 0.880 Vel = 5.38 H.3 0.0 0.671 Utb 17.0 8.000 21.174 to 150.0 0.0 17.000 0.0 T.29 5.93 0.0800 0.0 25.000 2.001 Vel = 5.38 T.29 4.17 0.862 Utb 17.0 12.000 23.175 to 150.0 0.0 14.000 4.331 T.35 10.1 0.0633 0.0 26.000 1.646 Vel = 5.55 T.35 8.04 0.862 Utr 2.0 2.000 29.152 to 150.0 0.0 2.000 0.0 T.37 18.14 0.1872 0.0 4.000 0.749 Vel = 9.97 0.0 18.14 29.901 K Factor= 3.32 T.30 3.13 0.671 Utr 2.0 8.000 17.347 to 150.0 0.0 2.000 0.0 H.8 3.13 0.0245 0.0 10.000 0.245 Vel = 2.84 H.8 0.0 0.671 Utb 17.0 13.000 17.592 to 150.0 0.0 17.000 0.0 T.31 3.13 0.0246 0.0 30.000 0.737 Vel = 2.84 T.31 1.04 0.671 Utb 17.0 4.000 18.329 to 150.0 Utr 2.0 19.000 0.0 H.11 4.17 0.0418 0.0 23.000 0.961 Vel = 3.78 H.11 0.0 0.671 0.0 10.000 19.290 to 150.0 0.0 0.0 0.0 H.12 4.17 0.0418 0.0 10.000 0.418 Vel = 3.78 H.12 0.0 0.671 Utr 2.0 15.000 19.708 to 150.0 0.0 2.000 0.0 H.10 4.17 0.0418 0.0 17.000 0.710 Vel = 3.78 H.10 0.0 0.671 Utr 2.0 10.000 20.418 to 150.0 0.0 2.000 0.0 H.9 4.17 0.0418 0.0 12.000 0.501 Vel = 3.78 H.9 0.0 0.671 Utr 2.0 8.000 20.919 to 150.0 0.0 2.000 0.0 H.7 4.17 0.0418 0.0 10.000 0.418 Vel = 3.78 H.7 0.0 0.671 Utr 2.0 11.000 21.337 to 150.0 0.0 2.000 0.0 H.5 4.17 0.0418 0.0 13.000 0.543 Vel = 3.78 H.5 0.0 0.671 Utb 17.0 12.000 21.880 to 150.0 Utr 2.0 19.000 0.0 T.29 4.17 0.0418 0.0 31.000 1.295 Vel = 3.78 0.0 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.4 & H.1) Date 3/22/2016 • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 4.17 23.175 K Factor= 0.87 T.27 7.71 0.862 0.0 12.000 17.893 to 150.0 0.0 0.0 4.331 T.34 7.71 0.0384 0.0 12.000 0.461 Vel = 4.24 T.34 0.33 0.671 Utb 17.0 1.000 22.685 to 150.0 0.0 17.000 0.0 H.15 8.04 0.1406 0.0 18.000 2.531 Vel = 7.29 H.15 0.0 0.671 Utr 2.0 6.000 25.216 to 150.0 0.0 2.000 0.0 T.33 8.04 0.1405 0.0 8.000 1.124 Vel = 7.29 T.33 0.0 0.671 Utr 2.0 5.000 26.340 to 150.0 0.0 2.000 0.0 H.13 8.04 0.1407 0.0 7.000 0.985 Vel = 7.29 H.13 0.0 0.671 Utr 2.0 11.000 27.325 to 150.0 0.0 2.000 0.0 T.35 8.04 0.1405 0.0 13.000 1.827 Vel = 7.29 0.0 8.04 29.152 K Factor= 1.49 T.43 1.37 0.671 Utb 17.0 4.000 22.377 to 150.0 Utr 2.0 19.000 0.0 H.20 1.37 0.0053 0.0 23.000 0.122 Vel = 1.24 H.20 0.0 0.671 Utb 17.0 11.000 22.499 to 150.0 0.0 17.000 0.0 T.46 1.37 0.0054 0.0 28.000 0.150 Vel = 1.24 T.46 -0.33 0.862 0.0 12.000 22.649 to 150.0 0.0 0.0 -4.331 T.31 1.04 0.0009 0.0 12.000 0.011 Vel = 0.57 0.0 1.04 18.329 K Factor= 0.24 T.46 0.33 0.671 Utb 17.0 1.000 22.649 to 150.0 Utr 2.0 19.000 0.0 H.21 0.33 0.0004 0.0 20.000 0.008 Vel = 0.30 H.21 0.0 0.671 0.0 2.000 22.657 to 150.0 0.0 0.0 0.0 T.48 0.33 0.0 0.0 2.000 0.0 Vel = 0.30 T.48 0.0 0.671 Utr 2.0 12.000 22.657 to 150.0 0.0 2.000 0.0 T.45 0.33 0.0004 0.0 14.000 0.006 Vel = 0.30 T.45 -0.06 0.671 Utr 2.0 1.000 22.663 to 150.0 0.0 2.000 0.0 T.44 0.27 0.0003 0.0 3.000 0.001 Vel = 0.24 T.44 0.06 0.671 Utr 2.0 13.000 22.664 to 150.0 0.0 2.000 0.0 H.17 0.33 0.0003 0.0 15.000 0.005 Vel = 0.30 H.17 0.0 0.671 Utr 2.0 10.000 22.669 to 150.0 0.0 2.000 0.0 -H.14 0.33 0.0004 0.0 12.000 0.005 Vel = 0.30 H.14 0.0 0.671 Utb 17.0 9.000 22.674 to 150.0 Utr 2.0 19.000 0.0 T.34 0.33 0.0004 0.0 28.000 0.011 Vel = 0.30 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.4 & H.1) Date 3/22/2016 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 0.33 22.685 K Factor= 0.07 T.45 0.06 0.671 Utb 17.0 5.000 22.663 to 150.0 0.0 17.000 0.0 H.19 0.06 0.0 0.0 22.000 0.0 Vel = 0.05 H.19 0.0 0.671 Utb 17.0 6.000 22.663 to 150.0 Utr 2.0 19.000 0.0 T.44 0.06 0.0 0.0 25.000 0.001 Vel = 0.05 0.0 0.06 22.664 K Factor= 0.01 T.40 5.34 0.862 0.0 15.000 29.005 to 150.0 0.0 0.0 4.331 T.53 5.34 0.0195 0.0 15.000 0.292 Vel = 2.94 T.53 -2.06 0.671 Utb 17.0 2.000 33.628 to 150.0 Utr 2.0 19.000 0.0 H.25 3.28 0.0269 0.0 21.000 0.564 Vel = 2.98 H.25 0.0 0.671 Utb 17.0 2.000 34.192 to 150.0 0.0 17.000 0.0 T.52 3.28 0.0268 0.0 19.000 0.510 Vel = 2.98 T.52 2.06 0.862 Utb 17.0 23.000 34.702 to 150.0 0.0 14.000 -4.331 T.42 5.34 0.0195 0.0 37.000 0.721 Vel = 2.94 0.0 5.34 31.092 K Factor= 0.96 T.53 2.06 0.671 Utb 17.0 12.000 33.628 to 150.0 0.0 17.000 0.0 H.26 2.06 0.0113 0.0 29.000 0.328 Vel = 1.87 H.26 0.0 0.671 Utr 2.0 13.000 33.956 to 150.0 0.0 2.000 0.0 H.23 2.06 0.0113 0.0 15.000 0.170 Vel = 1.87 H.23 0.0 0.671 Utr 2.0 14.000 34.126 to 150.0 0.0 2.000 0.0 H.22 2.06 0.0112 0.0 16.000 0.180 Vel = 1.87 H.22 0.0 0.671 Utr 2.0 8.000 34.306 to 150.0 0.0 2.000 0.0 T.49 2.06 0.0113 0.0 10.000 0.113 Vel = 1.87 T.49 0.0 0.671 Utr 2.0 5.000 34.419 to 150.0 0.0 2.000 0.0 H.24 2.06 0.0113 0.0 7.000 0.079 Vel = 1.87 H.24 0.0 0.671 Utr 2.0 5.000 34.498 to 150.0 0.0 2.000 0.0 T.50 2.06 0.0114 0.0 7.000 0.080 Vel = 1.87 T.50 0.0 0.671 Utr 2.0 9.000 34.578 to 150.0 0.0 2.000 0.0 - T.52 2.06 0.0113 0.0 11.000 0.124 Vel = 1.87 0.0 2.06 34.702 K Factor= 0.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , :3 203 I I AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SUMMIT RIDGE -One Head Calculation (H.10) Drawing : RESIDENTIAL Location : PLAN B345 TIGARD OR Remote Area : 1 Contract : 19070F 001 Data File : 19070F 001 Summit Ridge Plan B345.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 SUMMIT RIDGE -One Head Calculation (H.10) Date 3/22/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - SUMMIT RIDGE Date - 3/18/16 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - EDWARD MULLEN PLUMBING Contract No. - 19070F 001 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 - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 59.63 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 - 95 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 -One Head Calculation (H.10) Date 3/22/2016 City Water Supply: Demand: Cl -Static Pressure : 98 D1 -Elevation : 10.394 C2- Residual Pressure: 80 D2-System Flow : 16.974 C2- Residual Flow : 1500 D2 -System Pressure : 59.632 Hose ( Demand ) D3-System Demand : 16.974 Safety Margin : 38.363 150 140 130 : - p 120 R 110 E 100 0- Cl S 90 S 80 ----------e--C2 U 70 D2 R 60 0 E 50 40 30 20 : 10 q Dl 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.10) Date 3/22/2016 Fitting Legend Abbrev. Name 1/ 3/4 1 11/4 1'/2 2 2'/z 3 3'h 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.10) Date 3/22/2016 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 59.632 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 119.0 4.9 12.0 16.97 H.12 119.0 14.73 H.11 119.0 16.34 T.31 119.0 20.04 H.8 119.0 20.9 T.30 119.0 21.18 H.6 119.0 21.33 H.4 119.0 21.46 H.1 119.0 21.56 T.27 119.0 21.8 T.28 119.0 21.85 H.2 119.0 21.85 H.3 119.0 21.87 T.29 119.0 21.91 T.35 109.0 27.59 T.37 109.0 27.97 T.42 109.0 28.54 S.1 104.0 33.0 PRV 95.0 44.3 MTR 95.0 58.04 STR 95.0 59.63 H.9 119.0 13.8 H.7 119.0 15.3 H.5 119.0 17.26 T.46 109.0 24.59 H.20 109.0 25.11 T.43 109.0 25.54 T.40 109.0 27.75 T.53 99.0 32.19 H.25 99.0 32.4 T.52 99.0 32.6 H.21 109.0 24.92 T.48 109.0 24.96 T.45 109.0 25.19 T.44 109.0 25.23 H.17 109.0 25.48 H.14 109.0 25.68 T.34 109.0 26.15 H.15 109.0 26.71 - T.33 109.0 26.96 H.13 109.0 27.18 H.19 109.0 25.21 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.10) Date 3/22/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.18 109.0 27.83 T.39 109.0 27.84 T.38 109.0 27.87 H.16 109.0 27.89 H.26 99.0 32.31 H.23 99.0 32.38 H.22 99.0 32.45 T.49 99.0 32.49 H.24 99.0 32.52 T.50 99.0 32.55 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.10) Date 3/22/2016 . 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.10 8.64 0.671 Utr 2.0 15.000 12.000 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.12 8.64 0.1607 0.0 17.000 2.732 Vel = 7.84 H.12 0.0 0.671 0.0 10.000 14.732 to 150.0 0.0 0.0 0.0 H.11 8.64 0.1607 0.0 10.000 1.607 Vel = 7.84 H.11 0.0 0.671 Utb 17.0 4.000 16.339 to 150.0 Utr 2.0 19.000 0.0 T.31 8.64 0.1607 0.0 23.000 3.696 Vel = 7.84 T.31 -5.24 0.671 Utb 17.0 13.000 20.035 to 150.0 0.0 17.000 0.0 H.8 3.4 0.0287 0.0 30.000 0.860 Vel = 3.08 H.8 0.0 0.671 Utr 2.0 8.000 20.895 to 150.0 0.0 2.000 0.0 T.30 3.4 0.0286 0.0 10.000 0.286 Vel = 3.08 T.30 -1.65 0.671 Utb 17.0 1.000 21.181 to 150.0 0.0 17.000 0.0 H.6 1.75 0.0084 0.0 18.000 0.152 Vel = 1.59 H.6 0.0 0.671 Utr 2.0 13.000 21.333 to 150.0 0.0 2.000 0.0 H.4 1.75 0.0084 0.0 15.000 0.126 Vel = 1.59 H.4 0.0 0.671 Utr 2.0 10.000 21.459 to 150.0 0.0 2.000 0.0 H.1 1.75 0.0084 0.0 12.000 0.101 Vel = 1.59 H.1 0.0 0.671 Utb 17.0 10.000 21.560 to 150.0 Utr 2.0 19.000 0.0 T.27 1.75 0.0084 0.0 29.000 0.244 Vel = 1.59 T.27 -1.03 0.671 Utr 2.0 8.000 21.804 to 150.0 Utb 17.0 19.000 0.0 T.28 0.72 0.0016 0.0 27.000 0.044 Vel = 0.65 T.28 0.0 0.671 0.0 3.000 21.848 to 150.0 0.0 0.0 0.0 H.2 0.72 0.0017 0.0 3.000 0.005 Vel = 0.65 H.2 0.0 0.671 Utr 2.0 9.000 21.853 to 150.0 0.0 2.000 0.0 H.3 0.72 0.0016 0.0 11.000 0.018 Vel = 0.65 H.3 0.0 0.671 Utb 17.0 8.000 21.871 to 150.0 0.0 17.000 0.0 T.29 0.72 0.0016 0.0 25.000 0.041 Vel = 0.65 T.29 8.34 0.862 Utb 17.0 12.000 21.912 to 150.0 0.0 14.000 4.331 T.35 9.06 0.0517 0.0 26.000 1.345 Vel = 4.98 T.35 3.57 0.862 Utr 2.0 2.000 27.588 to 150.0 0.0 2.000 0.0 T.37 12.63 0.0955 0.0 4.000 0.382 Vel = 6.94 T.37 1.19 0.862 Utr 2.0 3.000 27.970 to 150.0 0.0 2.000 0.0 T.42 13.82 0.1132 0.0 5.000 0.566 Vel = 7.60 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.10) Date 3/22/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.42 3.15 0.862 T 7.528 11.000 28.536 to 150.0 0.0 2.904 2.166 S.1 16.97 0.1653 0.0 13.904 2.299 Vel = 9.33 S.1 0.0 1.054 2E 2.44 4.000 33.001 to 150.0 0.0 2.440 10.898 ** 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 44.299 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 58.042 to 150.0 T 5.841 9.345 0.0 STR 16.97 0.0822 G 1.168 19.345 1.590 Vel = 7.00 0.0 16.97 59.632 K Factor= 2.20 H.10 8.33 0.671 Utr 2.0 10.000 12.000 to 150.0 0.0 2.000 0.0 H.9 8.33 0.1502 0.0 12.000 1.802 Vel = 7.56 H.9 0.0 0.671 Utr 2.0 8.000 13.802 to 150.0 0.0 2.000 0.0 H.7 8.33 0.1502 0.0 10.000 1.502 Vel = 7.56 H.7 0.0 0.671 Utr 2.0 11.000 15.304 to 150.0 0.0 2.000 0.0 H.5 8.33 0.1502 0.0 13.000 1.952 Vel = 7.56 H.5 0.0 0.671 Utb 17.0 12.000 17.256 to 150.0 Utr 2.0 19.000 0.0 T.29 8.33 0.1502 0.0 31.000 4.656 Vel = 7.56 0.0 8.33 21.912 K Factor= 1.78 T.31 5.24 0.862 0.0 12.000 20.035 to 150.0 0.0 0.0 4.331 T.46 5.24 0.0188 0.0 12.000 0.225 Vel = 2.88 T.46 -2.54 0.671 Utb 17.0 11.000 24.591 to 150.0 0.0 17.000 0.0 H.20 2.7 0.0186 0.0 28.000 0.522 Vel = 2.45 H.20 0.0 0.671 Utb 17.0 4.000 25.113 to 150.0 Utr 2.0 19.000 0.0 T.43 2.7 0.0186 0.0 23.000 0.428 Vel = 2.45 T.43 1.65 0.671 2Utb 34.0 15.000 25.541 to 150.0 0.0 34.000 0.0 T.40 4.35 0.0450 0.0 49.000 2.207 Vel = 3.95 T.40 -1.20 0.862 0.0 15.000 27.748 to 150.0 0.0 0.0 4.331 T.53 3.15 0.0074 0.0 15.000 0.111 Vel = 1.73 T.53 -1.21 0.671 Utb 17.0 2.000 32.190 to 150.0 Utr 2.0 19.000 0.0 H.25 1.94 0.0101 0.0 21.000 0.212 Vel = 1.76 H.25 0.0 0.671 Utb 17.0 2.000 32.402 • to 150.0 0.0 17.000 0.0 T.52 1.94 0.0102 0.0 19.000 0.193 Vel = 1.76 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.10) Date 3/22/2016 . Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.52 1.21 0.862 Utb 17.0 23.000 32.595 to 150.0 0.0 14.000 -4.331 T.42 3.15 0.0074 0.0 37.000 0.272 Vel = 1.73 0.0 3.15 28.536 K Factor= 0.59 T.46 2.54 0.671 Utb 17.0 1.000 24.591 to 150.0 Utr 2.0 19.000 0.0 H.21 2.54 0.0167 0.0 20.000 0.334 Vel = 2.30 H.21 0.0 0.671 0.0 2.000 24.925 to 150.0 0.0 0.0 0.0 T.48 2.54 0.0170 0.0 2.000 0.034 Vel = 2.30 T.48 0.0 0.671 Utr 2.0 12.000 24.959 to 150.0 0.0 2.000 0.0 T.45 2.54 0.0166 0.0 14.000 0.233 Vel = 2.30 T.45 -0.47 0.671 Utr 2.0 1.000 25.192 to 150.0 0.0 2.000 0.0 T.44 2.07 0.0117 0.0 3.000 0.035 Vel = 1.88 T.44 0.47 0.671 Utr 2.0 13.000 25.227 to 150.0 0.0 2.000 0.0 H.17 2.54 0.0167 0.0 15.000 0.251 Vel = 2.30 H.17 0.0 0.671 Utr 2.0 10.000 25.478 to 150.0 0.0 2.000 0.0 H.14 2.54 0.0167 0.0 12.000 0.200 Vel = 2.30 H.14 0.0 0.671 Utb 17.0 9.000 25.678 to 150.0 Utr 2.0 19.000 0.0 T.34 2.54 0.0167 0.0 28.000 0.468 Vel = 2.30 T.34 1.03 0.671 Utb 17.0 1.000 26.146 to 150.0 0.0 17.000 0.0 H.15 3.57 0.0313 0.0 18.000 0.564 Vel = 3.24 H.15 0.0 0.671 Utr 2.0 6.000 26.710 to 150.0 0.0 2.000 0.0 T.33 3.57 0.0314 0.0 8.000 0.251 Vel = 3.24 T.33 0.0 0.671 Utr 2.0 5.000 26.961 to 150.0 0.0 2.000 0.0 H.13 3.57 0.0313 0.0 7.000 0.219 Vel = 3.24 H.13 0.0 0.671 Utr 2.0 11.000 27.180 to 150.0 0.0 2.000 0.0 T.35 3.57 0.0314 0.0 13.000 0.408 Vel = 3.24 0.0 3.57 27.588 K Factor= 0.68 T.45 0.47 0.671 Utb 17.0 5.000 25.192 to 150.0 0.0 17.000 0.0 H.19 0.47 0.0008 0.0 22.000 0.017 Vel = 0.43 H.19 0.0 0.671 Utb 17.0 6.000 25.209 to 150.0 Utr 2.0 19.000 0.0 T.44 0.47 0.0007 0.0 25.000 0.018 Vel = 0.43 0.0 0.47 25.227 K Factor= 0.09 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.10) Date 3/22/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.30 1.65 0.862 0.0 13.000 21.181 to 150.0 0.0 0.0 4.331 T.43 1.65 0.0022 0.0 13.000 0.029 Vel = 0.91 0.0 1.65 25.541 K Factor= 0.33 T.27 1.03 0.862 0.0 12.000 21.804 to 150.0 0.0 0.0 4.331 T.34 1.03 0.0009 0.0 12.000 0.011 Vel = 0.57 0.0 1.03 26.146 K Factor= 0.20 T.40 1.19 0.671 Utb 17.0 2.000 27.748 to 150.0 0.0 17.000 0.0 H.18 1.19 0.0041 0.0 19.000 0.078 Vel = 1.08 H.18 0.0 0.671 Utr 2.0 1.000 27.826 to 150.0 0.0 2.000 0.0 T.39 1.19 0.0043 0.0 3.000 0.013 Vel = 1.08 T.39 0.0 0.671 Utr 2.0 6.000 27.839 to 150.0 0.0 2.000 0.0 T.38 1.19 0.0041 0.0 8.000 0.033 Vel = 1.08 T.38 0.0 0.671 Utr 2.0 3.000 27.872 to 150.0 0.0 2.000 0.0 H.16 1.19 0.0040 0.0 5.000 0.020 Vel = 1.08 H.16 0.0 0.671 Utb 17.0 2.000 27.892 to 150.0 0.0 17.000 0.0 T.37 1.19 0.0041 0.0 19.000 0.078 Vel = 1.08 0.0 1.19 27.970 K Factor= 0.23 T.53 1.22 0.671 Utb 17.0 12.000 32.190 to 150.0 0.0 17.000 0.0 H.26 1.22 0.0042 0.0 29.000 0.123 Vel = 1.11 H.26 0.0 0.671 Utr 2.0 13.000 32.313 to 150.0 0.0 2.000 0.0 H.23 1.22 0.0043 0.0 15.000 0.064 Vel = 1.11 H.23 0.0 0.671 Utr 2.0 14.000 32.377 to 150.0 0.0 2.000 0.0 H.22 1.22 0.0043 0.0 16.000 0.069 Vel = 1.11 H.22 0.0 0.671 Utr 2.0 8.000 32.446 to 150.0 0.0 2.000 0.0 T.49 1.22 0.0042 0.0 10.000 0.042 Vel = 1.11 T.49 0.0 0.671 Utr 2.0 5.000 32.488 to 150.0 0.0 2.000 0.0 H.24 1.22 0.0043 0.0 7.000 0.030 Vel = 1.11 H.24 0.0 0.671 Utr 2.0 5.000 32.518 to 150.0 0.0 2.000 0.0 T.50 1.22 0.0043 0.0 7.000 0.030 Vel = 1.11 T.50 0.0 0.671 Utr 2.0 9.000 32.548 to 150.0 0.0 2.000 0.0 T.52 1.22 0.0043 0.0 11.000 0.047 Vel = 1.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 10 SUMMIT RIDGE -One Head Calculation (H.10) Date 3/22/2016 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 1.22 32.595 K Factor= 0.21 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087