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OA -12o -coo /to D-1 � wgAttc_ WatikotOlt �' Sty 0 2016 401, IL ' • u 0 irtoirp 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 B500 TIGARD OR Remote Area : 1 Contract : 19070F 002 Data File : 19070F 002 Summit Ridge Plan B500.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , 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 002 _ 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: ( ) l (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 26.5721 Psi Required 76.46 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 -Two Head Calculation (H.4 & H.1) Date 3/22/2016 City Water Supply: Demand: Cl - Static Pressure : 98 D1 - Elevation : 14.725 C2 - Residual Pressure: 80 D2 - System Flow : 26.572 C2 - Residual Flow : 1500 D2 - System Pressure : 76.456 Hose ( Demand ) D3- System Demand : 26.572 Safety Margin : 21.534 150 140 130 p120 R 110 E 100 Cl S 90 • C2 D2 -�— S 80 — U 70 R 60 E 50 40 30 20 10 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 SUMMIT RIDGE -Two Head Calculation (H.4& H.1) Date 3/22/2016 Fitting Legend Abbrev. Name 1/2 3/ 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 SUMMIT RIDGE -Two Head Calculation (HA & 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 26.57 76.456 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 129.0 4.9 7.04 13.0 H.6 129.0 9.52 H.10 129.0 11.07 H.8 129.0 12.62 T.34 129.0 16.5 T.35 129.0 16.98 H.11 129.0 18.55 H.12 129.0 18.88 H.13 129.0 20.05 H.9 129.0 21.03 H.7 129.0 21.75 T.33 129.0 22.34 T.48 119.0 29.97 S.1 104.0 39.84 PRV 95.0 51.65 MTR 95.0 72.81 STR 95.0 76.46 H.1 129.0 4.9 7.67 13.57 T.31 129.0 13.34 H.2 129.0 16.42 T.32 129.0 17.18 H.3 129.0 18.06 H.5 129.0 19.92 T.38 119.0 18.86 H.15 119.0 21.98 T.37 119.0 22.5 T.36 119.0 23.67 H.14 119.0 24.45 H.17 119.0 26.27 T.43 119.0 29.26 T.56 109.0 33.67 T.57 109.0 33.74 H.27 109.0 33.76 T.59 109.0 33.83 T.47 119.0 29.61 H.16 119.0 19.64 H.19 119.0 20.0 T.42 119.0 20.09 T.46 119.0 20.15 T.50 119.0 20.59 T.52 119.0 21.21 H.20 119.0 20.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 SUMMIT RIDGE - Two Head Calculation (HA & H.1) Date 3/22/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.51 119.0 21.21 H.21 119.0 23.31 TA0 119.0 25.42 H.18 119.0 25.89 T.45 119.0 26.66 T.44 119.0 29.33 H.23 119.0 21.21 T.53 119.0 21.21 H.22 119.0 21.21 H.26 109.0 33.7 T.55 109.0 33.71 H.24 109.0 33.74 H.25 109.0 33.76 H.29 109.0 33.78 T.61 109.0 33.8 T.60 109.0 33.8 H.28 109.0 33.81 H.30 109.0 33.8 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 8.48 0.671 Utr 2.0 14.000 7.040 K Factor= 4.90 to 150.0 0.0 2.000 0.0 H.6 8.48 0.1551 0.0 16.000 2.481 Vel = 7.69 H.6 0.0 0.671 Utr 2.0 8.000 9.521 to 150.0 0.0 2.000 0.0 H.10 8.48 0.1551 0.0 10.000 1.551 Vel = 7.69 H.10 0.0 0.671 Utr 2.0 8.000 11.072 to 150.0 0.0 2.000 0.0 H.8 8.48 0.1551 0.0 10.000 1.551 Vel = 7.69 H.8 0.0 0.671 Utb 17.0 8.000 12.623 to 150.0 0.0 17.000 0.0 T.34 8.48 0.1551 0.0 25.000 3.877 Vel = 7.69 T.34 -6.40 0.671 2Utb 34.0 8.000 16.500 to 150.0 0.0 34.000 0.0 T.35 2.08 0.0115 0.0 42.000 0.484 Vel = 1.89 T.35 3.23 0.671 Utb 17.0 5.000 16.984 to 150.0 Utr 2.0 19.000 0.0 H.11 5.31 0.0652 0.0 24.000 1.566 Vel = 4.82 H.11 0.0 0.671 0.0 5.000 18.550 to 150.0 0.0 0.0 0.0 H.12 5.31 0.0654 0.0 5.000 0.327 Vel = 4.82 H.12 0.0 0.671 Utr 2.0 16.000 18.877 to 150.0 0.0 2.000 0.0 H.13 5.31 0.0653 0.0 18.000 1.175 Vel = 4.82 H.13 0.0 0.671 Utr 2.0 13.000 20.052 to 150.0 0.0 2.000 0.0 H.9 5.31 0.0652 0.0 15.000 0.978 Vel = 4.82 H.9 0.0 0.671 Utr 2.0 9.000 21.030 to 150.0 0.0 2.000 0.0 H.7 5.31 0.0653 0.0 11.000 0.718 Vel = 4.82 H.7 0.0 0.671 Utr 2.0 7.000 21.748 to 150.0 0.0 2.000 0.0 T.33 5.31 0.0653 0.0 9.000 0.588 Vel = 4.82 T.33 7.03 0.862 Utb 17.0 22.000 22.336 to 150.0 0.0 14.000 4.331 T.48 12.34 0.0917 0.0 36.000 3.300 Vel = 6.78 T.48 14.23 0.862 T 7.528 6.000 29.967 to 150.0 0.0 2.904 6.496 S.1 26.57 0.3790 0.0 8.904 3.375 Vel = 14.61 S.1 0.0 1.054 2E 2.44 4.000 39.838 to 150.0 0.0 2.440 10.898 * * Fixed Loss = 7 PRV 26.57 0.1424 0.0 6.440 0.917 Vel = 9.77 PRV 0.0 1.054 2E 2.44 90.000 51.653 _ to 150.0 0.0 2.440 8.000 * * Fixed Loss = 8 MTR 26.57 0.1423 0.0 92.440 13.158 Vel = 9.77 MTR 0.0 0.995 E 2.336 10.000 72.811 to 150.0 T 5.841 9.345 0.0 STR 26.57 0.1884 G 1.168 19.345 3.645 Vel = 10.96 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 0.0 26.57 76.456 K Factor= 3.04 H.4 4.52 0.671 Utr 2.0 11.000 7.040 to 150.0 0.0 2.000 0.0 H.1 4.52 0.0485 0.0 13.000 0.631 Vel = 4.10 H.1 13.57 0.671 Utr 2.0 7.000 7.671 K Factor= 4.90 to 150.0 0.0 2.000 0.0 T.31 18.09 0.6304 0.0 9.000 5.674 Vel = 16.41 T.31 -11.06 0.671 Utb 17.0 9.000 13.345 to 150.0 Utr 2.0 19.000 0.0 H.2 7.03 0.1096 0.0 28.000 3.070 Vel = 6.38 H.2 0.0 0.671 Utr 2.0 5.000 16.415 to 150.0 0.0 2.000 0.0 T.32 7.03 0.1096 0.0 7.000 0.767 Vel = 6.38 T.32 0.0 0.671 Utr 2.0 6.000 17.182 to 150.0 0.0 2.000 0.0 H.3 7.03 0.1098 0.0 8.000 0.878 Vel = 6.38 H.3 0.0 0.671 Utr 2.0 15.000 18.060 to 150.0 0.0 2.000 0.0 H.5 7.03 0.1096 0.0 17.000 1.863 Vel = 6.38 H.5 0.0 0.671 Utb 17.0 5.000 19.923 to 150.0 0.0 17.000 0.0 T.33 7.03 0.1097 0.0 22.000 2.413 Vel = 6.38 0.0 7.03 22.336 K Factor= 1.49 T.31 11.06 0.862 0.0 15.775 13.345 to 150.0 0.0 0.0 4.331 T.38 11.06 0.0749 0.0 15.775 1.182 Vel = 6.08 T.38 -3.35 0.671 Utb 17.0 7.000 18.858 to 150.0 0.0 17.000 0.0 H.15 7.71 0.1301 0.0 24.000 3.122 Vel = 7.00 H.15 0.0 0.671 Utr 2.0 2.000 21.980 to 150.0 0.0 2.000 0.0 T.37 7.71 0.1300 0.0 4.000 0.520 Vel = 7.00 T.37 0.0 0.671 Utr 2.0 7.000 22.500 to 150.0 0.0 2.000 0.0 T.36 7.71 0.1301 0.0 9.000 1.171 Vel = 7.00 T.36 0.0 0.671 Utr 2.0 4.000 23.671 to 150.0 0.0 2.000 0.0 H.14 7.71 0.1300 0.0 6.000 0.780 Vel = 7.00 H.14 0.0 0.671 Utr 2.0 12.000 24.451 _ to 150.0 0.0 2.000 0.0 H.17 7.71 0.1301 0.0 14.000 1.821 Vel = 7.00 H.17 0.0 0.671 Utb 17.0 6.000 26.272 _ to 150.0 0.0 17.000 0.0 T.43 7.71 0.1300 0.0 23.000 2.991 Vel = 7.00 T.43 -5.85 0.862 Utr 2.0 24.000 29.263 to 150.0 0.0 2.000 4.331 T.56 1.86 0.0028 0.0 26.000 0.072 Vel = 1.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 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 T.56 -0.72 0.671 Utr 2.0 1.000 33.666 to 150.0 Utb 17.0 19.000 0.0 T.57 1.14 0.0038 0.0 20.000 0.076 Vel = 1.03 T.57 0.0 0.671 Utr 2.0 4.000 33.742 to 150.0 0.0 2.000 0.0 H.27 1.14 0.0037 0.0 6.000 0.022 Vel = 1.03 H.27 0.0 0.671 Utb 17.0 1.000 33.764 to 150.0 0.0 17.000 0.0 T.59 1.14 0.0038 0.0 18.000 0.068 Vel = 1.03 T.59 0.72 0.862 Utb 17.0 25.000 33.832 to 150.0 0.0 14.000 -4.331 T.47 1.86 0.0028 0.0 39.000 0.108 Vel = 1.02 T.47 12.37 0.862 Utr 2.0 1.000 29.609 to 150.0 0.0 2.000 0.0 T.48 14.23 0.1193 0.0 3.000 0.358 Vel = 7.82 0.0 14.23 29.967 K Factor= 2.60 T.38 3.36 0.671 Utb 17.0 9.000 18.858 to 150.0 Utr 2.0 19.000 0.0 H.16 3.36 0.0279 0.0 28.000 0.782 Vel = 3.05 H.16 0.0 0.671 Utr 2.0 11.000 19.640 to 150.0 0.0 2.000 0.0 H.19 3.36 0.0280 0.0 13.000 0.364 Vel = 3.05 H.19 0.0 0.671 Utr 2.0 1.000 20.004 to 150.0 0.0 2.000 0.0 T.42 3.36 0.0277 0.0 3.000 0.083 Vel = 3.05 T.42 -0.58 0.671 Utr 2.0 1.000 20.087 to 150.0 0.0 2.000 0.0 T.46 2.78 0.0197 0.0 3.000 0.059 Vel = 2.52 T.46 0.58 0.671 Utr 2.0 14.000 20.146 to 150.0 0.0 2.000 0.0 T.50 3.36 0.0279 0.0 16.000 0.447 Vel = 3.05 T.50 0.0 0.671 Utb 17.0 5.000 20.593 to 150.0 0.0 17.000 0.0 T.52 3.36 0.0280 0.0 22.000 0.615 Vel = 3.05 T.52 -0.13 0.862 0.0 14.000 21.208 to 150.0 0.0 0.0 -4.331 T.35 3.23 0.0076 0.0 14.000 0.107 Vel = 1.78 0.0 3.23 16.984 K Factor= 0.78 T.42 0.58 0.671 Utb 17.0 10.000 20.087 to 150.0 Utr 2.0 19.000 0.0 H.20 0.58 0.0011 0.0 29.000 0.032 Vel = 0.53 H.20 0.0 0.671 Utb 17.0 8.000 20.119 to 150.0 0.0 17.000 0.0 T.46 0.58 0.0011 0.0 25.000 0.027 Vel = 0.53 0.0 0.58 20.146 K Factor= 0.13 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 T.34 6.40 0.862 0.0 14.000 16.500 to 150.0 0.0 0.0 4.331 T.51 6.4 0.0272 0.0 14.000 0.381 Vel = 3.52 T.51 0.12 0.671 Utb 17.0 5.000 21.212 to 150.0 0.0 17.000 0.0 H.21 6.52 0.0955 0.0 22.000 2.102 Vel = 5.92 H.21 0.0 0.671 Utr 2.0 20.000 23.314 to 150.0 0.0 2.000 0.0 T.40 6.52 0.0955 0.0 22.000 2.102 Vel = 5.92 T.40 0.0 0.671 Utr 2.0 3.000 25.416 to 150.0 0.0 2.000 0.0 H.18 6.52 0.0954 0.0 5.000 0.477 Vel = 5.92 H.18 0.0 0.671 Utr 2.0 6.000 25.893 to 150.0 0.0 2.000 0.0 T.45 6.52 0.0956 0.0 8.000 0.765 Vel = 5.92 T.45 0.0 0.671 Utb 17.0 11.000 26.658 to 150.0 0.0 17.000 0.0 T.44 6.52 0.0955 0.0 28.000 2.674 Vel = 5.92 T.44 5.85 0.862 Utr 2.0 1.000 29.332 to 150.0 0.0 2.000 0.0 T.47 12.37 0.0923 0.0 3.000 0.277 Vel = 6.80 0.0 12.37 29.609 K Factor= 2.27 T.52 0.13 0.671 Utb 17.0 7.000 21.208 to 150.0 Utr 2.0 19.000 0.0 H.23 0.13 0.0001 0.0 26.000 0.002 Vel = 0.12 H.23 0.0 0.671 0.0 2.000 21.210 to 150.0 0.0 0.0 0.0 T.53 0.13 0.0 0.0 2.000 0.0 Vel = 0.12 T.53 0.0 0.671 Utr 2.0 8.000 21.210 to 150.0 0.0 2.000 0.0 H.22 0.13 0.0 0.0 10.000 0.0 Vel = 0.12 H.22 0.0 0.671 Utb 17.0 8.000 21.210 to 150.0 Utr 2.0 19.000 0.0 T.51 0.13 0.0001 0.0 27.000 0.002 Vel = 0.12 0.0 0.13 21.212 K Factor= 0.03 T.43 5.85 0.862 Utr 2.0 1.000 29.263 to 150.0 0.0 2.000 0.0 T.44 5.85 0.0230 0.0 3.000 0.069 Vel = 3.22 0.0 5.85 29.332 K Factor= 1.08 T.56 0.72 0.671 Utb 17.0 3.000 33.666 to 150.0 0.0 17.000 0.0 H.26 0.72 0.0016 0.0 20.000 0.033 Vel = 0.65 H.26 0.0 0.671 Utr 2.0 5.000 33.699 to 150.0 0.0 2.000 0.0 T.55 0.72 0.0016 0.0 7.000 0.011 Vel = 0.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 10 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.55 0.0 0.671 Utr 2.0 14.000 33.710 to 150.0 0.0 2.000 0.0 H.24 0.72 0.0016 0.0 16.000 0.026 Vel = 0.65 H.24 0.0 0.671 Utr 2.0 11.000 33.736 to 150.0 0.0 2.000 0.0 H.25 0.72 0.0017 0.0 13.000 0.022 Vel = 0.65 H.25 0.0 0.671 Utr 2.0 13.000 33.758 to 150.0 0.0 2.000 0.0 H.29 0.72 0.0016 0.0 15.000 0.024 Vel = 0.65 H.29 0.0 0.671 Utr 2.0 9.000 33.782 to 150.0 0.0 2.000 0.0 T.61 0.72 0.0016 0.0 11.000 0.018 Vel = 0.65 T.61 -0.10 0.671 0.0 2.000 33.800 to 150.0 0.0 0.0 0.0 T.60 0.62 0.0015 0.0 2.000 0.003 Vel = 0.56 T.60 0.10 0.671 Utr 2.0 5.000 33.803 to 150.0 0.0 2.000 0.0 H.28 0.72 0.0016 0.0 7.000 0.011 Vel = 0.65 H.28 0.0 0.671 Utr 2.0 9.000 33.814 to 150.0 0.0 2.000 0.0 T.59 0.72 0.0016 0.0 11.000 0.018 Vel = 0.65 0.0 0.72 33.832 K Factor= 0.12 T.61 0.11 0.671 Utb 17.0 8.000 33.800 to 150.0 Utr 2.0 19.000 0.0 H.30 0.11 0.0 0.0 27.000 0.001 Vel = 0.10 H.30 0.0 0.671 Utb 17.0 8.000 33.801 to 150.0 0.0 17.000 0.0 T.60 0.11 0.0001 0.0 25.000 0.002 Vel = 0.10 0.0 0.11 33.803 K Factor= 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 upalcior AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SUMMIT RIDGE - One Head Calculation (H.11) Drawing : RESIDENTIAL Location : PLAN B500 TIGARD OR Remote Area : 1 Contract : 19070F 002 Data File : 19070F 002 Summit Ridge Plan B500.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 SUMMIT RIDGE -One Head Calculation (H.11) 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 002 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 60.37 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.11) Date 3/22/2016 City Water Supply: Demand: Cl -Static Pressure : 98 D1 - Elevation : 14.725 C2 - Residual Pressure: 80 D2 - System Flow : 16.974 C2 - Residual Flow : 1500 D2 - System Pressure : 60.369 Hose ( Demand ) D3- System Demand : 16.974 Safety Margin : 37.627 150 140 • 130 p120 R 110 E 100 o—. S 90 — -� — C2 S 80 — U 70 D2 R 60 e E 50 40 30 20 o D1 10 ;r....... .... ......... . . . . I . . . 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 -One Head Calculation (H.11) Date 3/22/2016 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 2'/2 3 3'/2 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.11) 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 60.369 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 129.0 4.9 12.0 16.97 T.35 129.0 16.43 T.34 129.0 17.8 H.8 129.0 18.1 H.10 129.0 18.22 H.6 129.0 18.34 H.4 129.0 18.52 H.1 129.0 18.68 T.31 129.0 18.79 H.2 129.0 19.01 T.32 129.0 19.07 H.3 129.0 19.14 H.5 129.0 19.27 T.33 129.0 19.45 T.48 119.0 25.77 S.1 104.0 33.74 PRV 95.0 45.04 MTR 95.0 58.78 STR 95.0 60.37 H.12 129.0 12.64 H.13 129.0 14.96 H.9 129.0 16.88 H.7 129.0 18.3 T.52 119.0 21.07 T.50 119.0 21.6 T.46 119.0 22.0 T.42 119.0 22.05 H.19 119.0 22.12 H.16 119.0 22.44 T.38 119.0 23.12 H.15 119.0 23.85 T.37 119.0 23.97 T.36 119.0 24.25 H.14 119.0 24.43 H.17 119.0 24.85 T.43 119.0 25.55 T.56 109.0 29.91 1.57 109.0 29.93 H.27 109.0 29.94 T.59 109.0 29.96 T.47 119.0 25.66 H.23 119.0 21.5 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.11) Date 3/22/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.53 119.0 21.54 H.22 119.0 21.7 T.51 119.0 22.16 H.21 119.0 23.04 T.40 119.0 23.92 H.18 119.0 24.12 T.45 119.0 24.44 T.44 119.0 25.57 H.20 119.0 22.02 H.26 109.0 29.92 T.55 109.0 29.92 H.24 109.0 29.93 H.25 109.0 29.93 H.29 109.0 29.94 T.61 109.0 29.95 T.60 109.0 29.95 H.28 109.0 29.95 H.30 109.0 29.95 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.11) 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.11 9.32 0.671 Utb 17.0 5.000 12.000 K Factor= 4.90 • to 150.0 Utr 2.0 19.000 0.0 T.35 9.32 0.1847 0.0 24.000 4.432 Vel = 8.46 T.35 -5.67 0.671 2Utb 34.0 8.000 16.432 to 150.0 0.0 34.000 0.0 T.34 3.65 0.0326 0.0 42.000 1.368 Vel = 3.31 T.34 -1.54 0.671 Utb 17.0 8.000 17.800 to 150.0 0.0 17.000 0.0 H.8 2.11 0.0119 0.0 25.000 0.297 Vel = 1.91 H.8 0.0 0.671 Utr 2.0 8.000 18.097 to 150.0 0.0 2.000 0.0 H.10 2.11 0.0119 0.0 10.000 0.119 Vel = 1.91 H.10 0.0 0.671 Utr 2.0 8.000 18.216 to 150.0 0.0 2.000 0.0 H.6 2.11 0.0119 0.0 10.000 0.119 Vel = 1.91 H.6 0.0 0.671 Utr 2.0 14.000 18.335 to 150.0 0.0 2.000 0.0 H.4 2.11 0.0119 0.0 16.000 0.190 Vel = 1.91 H.4 0.0 0.671 Utr 2.0 11.000 18.525 to 150.0 0.0 2.000 0.0 H.1 2.11 0.0118 0.0 13.000 0.154 Vel = 1.91 H.1 0.0 0.671 Utr 2.0 7.000 18.679 to 150.0 0.0 2.000 0.0 T.31 2.11 0.0119 0.0 9.000 0.107 Vel = 1.91 T.31 -0.39 0.671 Utb 17.0 9.000 18.786 to 150.0 Utr 2.0 19.000 0.0 H.2 1.72 0.0081 0.0 28.000 0.227 Vel = 1.56 H.2 0.0 0.671 Utr 2.0 5.000 19.013 to 150.0 0.0 2.000 0.0 T.32 1.72 0.0081 0.0 7.000 0.057 Vel = 1.56 T.32 0.0 0.671 Utr 2.0 6.000 19.070 to 150.0 0.0 2.000 0.0 H.3 1.72 0.0081 0.0 8.000 0.065 Vel = 1.56 H.3 0.0 0.671 Utr 2.0 15.000 19.135 to 150.0 0.0 2.000 0.0 H.5 1.72 0.0081 0.0 17.000 0.138 Vel = 1.56 H.5 0.0 0.671 Utb 17.0 5.000 19.273 to 150.0 0.0 17.000 0.0 T.33 1.72 0.0081 0.0 22.000 0.178 Vel = 1.56 T.33 7.66 0.862 Utb 17.0 22.000 19.451 to 150.0 0.0 14.000 4.331 T.48 9.38 0.0552 0.0 36.000 1.986 Vel = 5.16 T.48 7.59 0.862 T 7.528 6.000 25.768 to 150.0 0.0 2.904 6.496 - S.1 16.97 0.1654 0.0 8.904 1.473 Vel = 9.33 S.1 0.0 1.054 2E 2.44 4.000 33.737 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 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.11) 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 PRV 0.0 1.054 2E 2.44 90.000 45.035 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 58.778 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 60.369 K Factor= 2.18 H.11 7.66 0.671 0.0 5.000 12.000 to 150.0 0.0 0.0 0.0 H.12 7.66 0.1284 0.0 5.000 0.642 Vel = 6.95 H.12 0.0 0.671 Utr 2.0 16.000 12.642 to 150.0 0.0 2.000 0.0 H.13 7.66 0.1285 0.0 18.000 2.313 Vel = 6.95 H.13 0.0 0.671 Utr 2.0 13.000 14.955 to 150.0 0.0 2.000 0.0 H.9 7.66 0.1285 0.0 15.000 1.927 Vel = 6.95 H.9 0.0 0.671 Utr 2.0 9.000 16.882 to 150.0 0.0 2.000 0.0 H.7 7.66 0.1285 0.0 11.000 1.413 Vel = 6.95 H.7 0.0 0.671 Utr 2.0 7.000 18.295 to 150.0 0.0 2.000 0.0 T.33 7.66 0.1284 0.0 9.000 1.156 Vel = 6.95 0.0 7.66 19.451 K Factor= 1.74 T.35 5.67 0.862 0.0 14.000 16.432 to 150.0 0.0 0.0 4.331 T.52 5.67 0.0217 0.0 14.000 0.304 Vel = 3.12 T.52 -2.55 0.671 Utb 17.0 5.000 21.067 to 150.0 0.0 17.000 0.0 T.50 3.12 0.0244 0.0 22.000 0.537 Vel = 2.83 T.50 0.0 0.671 Utr 2.0 14.000 21.604 to 150.0 0.0 2.000 0.0 T.46 3.12 0.0244 0.0 16.000 0.391 Vel = 2.83 T.46 -0.54 0.671 Utr 2.0 1.000 21.995 to 150.0 0.0 2.000 0.0 T.42 2.58 0.0170 0.0 3.000 0.051 Vel = 2.34 T.42 0.54 0.671 Utr 2.0 1.000 22.046 to 150.0 0.0 2.000 0.0 H.19 3.12 0.0243 0.0 3.000 0.073 Vel = 2.83 H.19 0.0 0.671 Utr 2.0 11.000 22.119 to 150.0 0.0 2.000 0.0 • H.16 3.12 0.0244 0.0 13.000 0.317 Vel = 2.83 H.16 0.0 0.671 Utb 17.0 9.000 22.436 to 150.0 Utr 2.0 19.000 0.0 T.38 3.12 0.0244 0.0 28.000 0.684 Vel = 2.83 T.38 0.40 0.671 Utb 17.0 7.000 23.120 to 150.0 0.0 17.000 0.0 H.15 3.52 0.0304 0.0 24.000 0.730 Vel = 3.19 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.11) 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.15 0.0 0.671 Utr 2.0 2.000 23.850 to 150.0 0.0 2.000 0.0 T.37 3.52 0.0305 0.0 4.000 0.122 Vel = 3.19 T.37 0.0 0.671 Utr 2.0 7.000 23.972 to 150.0 0.0 2.000 0.0 T.36 3.52 0.0304 0.0 9.000 0.274 Vel = 3.19 T.36 0.0 0.671 Utr 2.0 4.000 24.246 to 150.0 0.0 2.000 0.0 H.14 3.52 0.0303 0.0 6.000 0.182 Vel = 3.19 H.14 0.0 0.671 Utr 2.0 12.000 24.428 to 150.0 0.0 2.000 0.0 H.17 3.52 0.0304 0.0 14.000 0.426 Vel = 3.19 H.17 0.0 0.671 Utb 17.0 6.000 24.854 to 150.0 0.0 17.000 0.0 T.43 3.52 0.0304 0.0 23.000 0.700 Vel = 3.19 T.43 -2.56 0.862 Utr 2.0 24.000 25.554 to 150.0 0.0 2.000 4.331 T.56 0.96 0.0008 0.0 26.000 0.021 Vel = 0.53 T.56 -0.37 0.671 Utr 2.0 1.000 29.906 to 150.0 Utb 17.0 19.000 0.0 T.57 0.59 0.0011 0.0 20.000 0.022 Vel = 0.54 T.57 0.0 0.671 Utr 2.0 4.000 29.928 to 150.0 0.0 2.000 0.0 H.27 0.59 0.0012 0.0 6.000 0.007 Vel = 0.54 H.27 0.0 0.671 Utb 17.0 1.000 29.935 to 150.0 0.0 17.000 0.0 T.59 0.59 0.0011 0.0 18.000 0.020 Vel = 0.54 T.59 0.37 0.862 Utb 17.0 25.000 29.955 to 150.0 0.0 14.000 -4.331 T.47 0.96 0.0008 0.0 39.000 0.032 Vel = 0.53 T.47 6.64 0.862 Utr 2.0 1.000 25.656 to 150.0 0.0 2.000 0.0 T.48 7.6 0.0373 0.0 3.000 0.112 Vel = 4.18 0.0 7.60 25.768 K Factor= 1.50 T.52 2.55 0.671 Utb 17.0 7.000 21.067 to 150.0 Utr 2.0 19.000 0.0 H.23 2.55 0.0168 0.0 26.000 0.437 Vel = 2.31 H.23 0.0 0.671 0.0 2.000 21.504 to 150.0 0.0 0.0 0.0 T.53 2.55 0.0165 0.0 2.000 0.033 Vel = 2.31 T.53 0.0 0.671 Utr 2.0 8.000 21.537 to 150.0 0.0 2.000 0.0 H.22 2.55 0.0168 0.0 10.000 0.168 Vel = 2.31 H.22 0.0 0.671 Utb 17.0 8.000 21.705 to 150.0 Utr 2.0 19.000 0.0 T.51 2.55 0.0168 0.0 27.000 0.453 Vel = 2.31 T.51 1.53 0.671 Utb 17.0 5.000 22.158 to 150.0 0.0 17.000 0.0 H.21 4.08 0.0401 0.0 22.000 0.883 Vel = 3.70 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.11) 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.21 0.0 0.671 Utr 2.0 20.000 23.041 to 150.0 0.0 2.000 0.0 T.40 4.08 0.0401 0.0 22.000 0.883 Vel = 3.70 T.40 0.0 0.671 Utr 2.0 3.000 23.924 to 150.0 0.0 2.000 0.0 H.18 4.08 0.0400 0.0 5.000 0.200 Vel = 3.70 H.18 0.0 0.671 Utr 2.0 6.000 24.124 to 150.0 0.0 2.000 0.0 T.45 4.08 0.0401 0.0 8.000 0.321 Vel = 3.70 T.45 0.0 0.671 Utb 17.0 11.000 24.445 to 150.0 0.0 17.000 0.0 T.44 4.08 0.0401 0.0 28.000 1.124 Vel = 3.70 T.44 2.56 0.862 Utr 2.0 1.000 25.569 to 150.0 0.0 2.000 0.0 T.47 6.64 0.0290 0.0 3.000 0.087 Vel = 3.65 0.0 6.64 25.656 K Factor= 1.31 T.46 0.54 0.671 Utb 17.0 8.000 21.995 to 150.0 0.0 17.000 0.0 H.20 0.54 0.0009 0.0 25.000 0.023 Vel = 0.49 H.20 0.0 0.671 Utb 17.0 10.000 22.018 to 150.0 Utr 2.0 19.000 0.0 T.42 0.54 0.0010 0.0 29.000 0.028 Vel = 0.49 0.0 0.54 22.046 K Factor= 0.12 T.34 1.53 0.862 0.0 14.000 17.800 to 150.0 0.0 0.0 4.331 T.51 1.53 0.0019 0.0 14.000 0.027 Vel = 0.84 0.0 1.53 22.158 K Factor= 0.33 T.31 0.40 0.862 0.0 15.775 18.786 to 150.0 0.0 0.0 4.331 T.38 0.4 0.0002 0.0 15.775 0.003 Vel = 0.22 0.0 0.40 23.120 K Factor= 0.08 T.43 2.55 0.862 Utr 2.0 1.000 25.554 to 150.0 0.0 2.000 0.0 T.44 2.55 0.0050 0.0 3.000 0.015 Vel = 1.40 0.0 2.55 25.569 K Factor= 0.50 T.56 0.37 0.671 Utb 17.0 3.000 29.906 to 150.0 0.0 17.000 0.0 H.26 0.37 0.0005 0.0 20.000 0.010 Vel = 0.34 H.26 0.0 0.671 Utr 2.0 5.000 29.916 to 150.0 0.0 2.000 0.0 T.55 0.37 0.0004 0.0 7.000 0.003 Vel = 0.34 T.55 0.0 0.671 Utr 2.0 14.000 29.919 to 150.0 0.0 2.000 0.0 H.24 0.37 0.0005 0.0 16.000 0.008 Vel = 0.34 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.11) 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.24 0.0 0.671 Utr 2.0 11.000 29.927 to 150.0 0.0 2.000 0.0 H.25 0.37 0.0005 0.0 13.000 0.006 Vel = 0.34 H.25 0.0 0.671 Utr 2.0 13.000 29.933 to 150.0 0.0 2.000 0.0 H.29 0.37 0.0005 0.0 15.000 0.007 Vel = 0.34 H.29 0.0 0.671 Utr 2.0 9.000 29.940 to 150.0 0.0 2.000 0.0 T.61 0.37 0.0005 0.0 11.000 0.006 Vel = 0.34 T.61 -0.05 0.671 0.0 2.000 29.946 to 150.0 0.0 0.0 0.0 T.60 0.32 0.0 0.0 2.000 0.0 Vel = 0.29 T.60 0.05 0.671 Utr 2.0 5.000 29.946 to 150.0 0.0 2.000 0.0 H.28 0.37 0.0006 0.0 7.000 0.004 Vel = 0.34 H.28 0.0 0.671 Utr 2.0 9.000 29.950 to 150.0 0.0 2.000 0.0 T.59 0.37 0.0005 0.0 11.000 0.005 Vel = 0.34 0.0 0.37 29.955 K Factor= 0.07 T.61 0.06 0.671 Utb 17.0 8.000 29.946 to 150.0 Utr 2.0 19.000 0.0 H.30 0.06 0.0 0.0 27.000 0.0 Vel = 0.05 H.30 0.0 0.671 Utb 17.0 8.000 29.946 to 150.0 0.0 17.000 0.0 T.60 0.06 0.0 0.0 25.000 0.0 Vel = 0.05 0.0 0.06 29.946 K Factor= 0.01 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087