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aooW • 1306, ? SwkcOel AUG 0 2 ?(11F OF BUILGiriGNVIMON I AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SUMMIT RIDGE -Two Head Calculation (H.17& H.16) Drawing : RESIDENTIAL Location : PLAN 4706 TIGARD OR Remote Area : 1 Contract : 19070F 005 Data File : 19070F 005 Summit Ridge Plan 4706.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Uponor Page 1 SUMMIT RIDGE -Two Head Calculation (H.17 & H.16) 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 005 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 26.0744 Psi Required 91.11 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.17& H.16) Date 3/30/2016 City Water Supply: Demand: Cl -Static Pressure : 98 D1 - Elevation : 27.718 C2-Residual Pressure: 80 D2-System Flow : 26.074 C2- Residual Flow : 1500 D2-System Pressure : 91.115 Hose( Demand ) D3-System Demand : 26.074 Safety Margin : 6.875 150 140 130 P 120 R 110 E 100 C1 S 90 _ S 80 • = 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 -Two Head Calculation (H.17& H.16) Date 3/30/2016 Fitting Legend Abbrev. Name 1/2 ' 1 1% 11/2 2 21/2 3 31/2 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 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4. Flow Summary - NFPA 2007 • Uponor Page 4 SUMMIT RIDGE -Two Head Calculation (H.17 & H.16) 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 26.07 91.115 NODE ANALYSIS 1 Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.17 119.0 4.9 7.04 13.0 T.38 119.0 9.38 H.15 119.0 11.2 T.36 119.0 15.11 H.14 119.0 16.15 T.35 119.0 17.71 T.34 119.0 22.91 T.32 119.0 24.48 T.40 109.0 29.68 T.41 109.0 29.83 T.42 109.0 31.3 T.43 109.0 31.63 S.1 104.0 37.78 PRV 55.0 66.89 MTR 55.0 87.6 STR 55.0 91.12 H.16 119.0 4.9 7.12 13.07 T.37 119.0 18.5 H.12 119.0 20.19 T.27 119.0 21.15 H.9 119.0 21.39 H.10 119.0 22.05 T.25 119.0 22.29 T.28 119.0 22.59 T.29 119.0 22.74 T.30 119.0 24.0 H.13 119.0 24.26 T.22 129.0 15.07 H.4 129.0 17.05 H.3 129.0 17.68 T.20 129.0 19.38 T.31 119.0 24.15 H.8 129.0 16.27 H.7 129.0 16.96 T.23 129.0 17.18 H.6 129.0 17.57 H.5 129.0 18.08 T.21 129.0 18.99 T.19 129.0 19.13 H.2 129.0 19.15 H.1 129.0 19.22 H.11 119.0 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.17 & H.16) Date 3/30/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.33 119.0 23.41 T.44 109.0 31.46 H.18 109.0 31.47 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.17 & H.16) 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.17 11.22 0.671 Utr 2.0 7.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.38 11.22 0.2602 0.0 9.000 2.342 Vel = 10.18 T.38 0.0 0.671 Utr 2.0 5.000 9.382 to 150.0 0.0 2.000 0.0 H.15 11.22 0.2603 0.0 7.000 1.822 Vel = 10.18 H.15 0.0 0.671 Utr 2.0 13.000 11.204 to 150.0 0.0 2.000 0.0 T.36 11.22 0.2602 0.0 15.000 3.903 Vel = 10.18 T.36 0.0 0.671 Utr 2.0 2.000 15.107 to 150.0 0.0 2.000 0.0 H.14 11.22 0.2602 0.0 4.000 1.041 Vel = 10.18 H.14 0.0 0.671 Utr 2.0 4.000 16.148 to 150.0 0.0 2.000 0.0 T.35 11.22 0.2603 0.0 6.000 1.562 Vel = 10.18 T.35 0.0 0.671 Utr 2.0 1.000 17.710 to 150.0 Utb 17.0 19.000 0.0 T.34 11.22 0.2602 0.0 20.000 5.204 Vel = 10.18 T.34 -6.89 0.671 2Utb 34.0 1.000 22.914 to 150.0 0.0 34.000 0.0 T.32 4.33 0.0447 0.0 35.000 1.565 Vel = 3.93 T.32 1.86 0.862 Utb 17.0 20.000 24.479 to 150.0 0.0 14.000 4.331 T.40 6.19 0.0256 0.0 34.000 0.870 Vel = 3.40 T.40 10.10 0.862 0.0 1.000 29.680 to 150.0 0.0 0.0 0.0 T.41 16.29 0.1530 0.0 1.000 0.153 Vel = 8.96 T.41 9.78 0.862 Utr 2.0 2.000 29.833 to 150.0 0.0 2.000 0.0 T.42 26.07 0.3660 0.0 4.000 1.464 Vel = 14.33 T.42 -1.44 0.862 0.0 1.000 31.297 to 150.0 0.0 0.0 0.0 T.43 24.63 0.3290 0.0 1.000 0.329 Vel = 13.54 T.43 1.44 0.862 Utr 2.0 6.000 31.626 to 150.0 T 7.528 4.904 2.166 S.1 26.07 0.3659 0.0 10.904 3.990 Vel = 14.33 S.1 0.0 1.054 2E 2.44 4.000 37.782 to 150.0 0.0 2.440 28.222 ** Fixed Loss= 7 PRV 26.07 0.1374 0.0 6.440 0.885 Vel = 9.59 PRV 0.0 1.054 2E 2.44 90.000 66.889 to 150.0 0.0 2.440 8.000 ** Fixed Loss= 8 MTR 26.07 0.1375 0.0 92.440 12.706 Vel = 9.59 MTR 0.0 0.995 E 2.336 10.000 87.595 to 150.0 T 5.841 9.345 0.0 STR 26.07 0.1820 G 1.168 19.345 3.520 Vel = 10.76 0.0 26.07 91.115 K Factor= 2.73 H.17 1.79 0.671 0.0 9.000 7.040 to 150.0 0.0 0.0 0.0 H.16 1.79 0.0087 0.0 9.000 0.078 Vel = 1.62 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.17 & H.16) Date 3/30/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *.**'* Notes "*'t'' Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.16 13.07 0.671 Utb 17.0 7.000 7.118 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 T.37 14.86 0.4380 0.0 26.000 11.387 Vel = 13.48 T.37 -9.78 0.671 Utb 17.0 11.000 18.505 to 150.0 0.0 17.000 0.0 H.12 5.08 0.0600 0.0 28.000 1.681 Vel = 4.61 H.12 0.0 0.671 Utr 2.0 14.000 20.186 to 150.0 0.0 2.000 0.0 T.27 5.08 0.0601 0.0 16.000 0.961 Vel = 4.61 T.27 0.0 0.671 Utr 2.0 2.000 21.147 to 150.0 0.0 2.000 0.0 H.9 5.08 0.0600 0.0 4.000 0.240 Vel = 4.61 H.9 0.0 0.671 Utr 2.0 9.000 21.387 to 150.0 0.0 2.000 0.0 H.10 5.08 0.0601 0.0 11.000 0.661 Vel = 4.61 H.10 0.0 0.671 Utr 2.0 2.000 22.048 to 150.0 0.0 2.000 0.0 T.25 5.08 0.0600 0.0 4.000 0.240 Vel = 4.61 T.25 0.0 0.671 Utr 2.0 3.000 22.288 to 150.0 0.0 2.000 0.0 T.28 5.08 0.0600 0.0 5.000 0.300 Vel = 4.61 T.28 -1.12 0.671 Utr 2.0 2.000 22.588 to 150.0 0.0 2.000 0.0 T.29 3.96 0.0380 0.0 4.000 0.152 Vel = 3.59 T.29 1.12 0.671 Utb 17.0 4.000 22.740 to 150.0 0.0 17.000 0.0 T.30 5.08 0.0600 0.0 21.000 1.261 Vel = 4.61 T.30 -3.22 0.671 Utb 17.0 9.000 24.001 to 150.0 Utr 2.0 19.000 0.0 H.13 1.86 0.0094 0.0 28.000 0.262 Vel = 1.69 H.13 0.0 0.671 Utb 17.0 6.000 24.263 to 150.0 0.0 17.000 0.0 T.32 1.86 0.0094 0.0 23.000 0.216 Vel = 1.69 0.0 1.86 24.479 K Factor= 0.38 T.37 9.78 0.862 0.0 15.000 18.505 to 150.0 0.0 0.0 -4.331 T.22 9.78 0.0597 0.0 15.000 0.895 Vel = 5.38 T.22 -4.24 0.671 Utb 17.0 11.000 15.069 to 150.0 0.0 17.000 0.0 H.4 5.54 0.0706 0.0 28.000 1.978 Vel = 5.03 H.4 0.0 0.671 Utr 2.0 7.000 17.047 to 150.0 0.0 2.000 0.0 H.3 5.54 0.0707 0.0 9.000 0.636 Vel = 5.03 H.3 0.0 0.671 Utb 17.0 5.000 17.683 to 150.0 Utr 2.0 19.000 0.0 T.20 5.54 0.0706 0.0 24.000 1.695 Vel = 5.03 T.20 1.35 0.862 Utr 2.0 12.000 19.378 to 150.0 0.0 2.000 4.331 T.31 6.89 0.0312 0.0 14.000 0.437 Vel = 3.79 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.17 & H.16) 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.31 3.21 0.862 Utr 2.0 17.000 24.146 to 150.0 0.0 2.000 4.331 T.40 10.1 0.0633 0.0 19.000 1.203 Vel = 5.55 0.0 10.10 29.680 K Factor= 1.85 T.22 4.24 0.671 Utb 17.0 9.000 15.069 to 150.0 Utr 2.0 19.000 0.0 H.8 4.24 0.0431 0.0 28.000 1.206 Vel = 3.85 H.8 0.0 0.671 0.0 16.000 16.275 to 150.0 0.0 0.0 0.0 H.7 4.24 0.0431 0.0 16.000 0.689 Vel = 3.85 H.7 0.0 0.671 Utr 2.0 3.000 16.964 to 150.0 0.0 2.000 0.0 T.23 4.24 0.0430 0.0 5.000 0.215 Vel = 3.85 T.23 0.0 0.671 Utr 2.0 7.000 17.179 to 150.0 0.0 2.000 0.0 H.6 4.24 0.0431 0.0 9.000 0.388 Vel = 3.85 H.6 0.0 0.671 Utr 2.0 10.000 17.567 to 150.0 0.0 2.000 0.0 H.5 4.24 0.0431 0.0 12.000 0.517 Vel = 3.85 H.5 0.0 0.671 Utb 17.0 2.000 18.084 to 150.0 Utr 2.0 19.000 0.0 T.21 4.24 0.0430 0.0 21.000 0.904 Vel = 3.85 T.21 -2.90 0.671 Utb 17.0 10.000 18.988 to 150.0 0.0 17.000 0.0 T.19 1.34 0.0051 0.0 27.000 0.138 Vel = 1.22 T.19 0.0 0.671 Utr 2.0 2.000 19.126 to 150.0 0.0 2.000 0.0 H.2 1.34 0.0052 0.0 4.000 0.021 Vel = 1.22 H.2 0.0 0.671 Utr 2.0 13.000 19.147 to 150.0 0.0 2.000 0.0 H.1 1.34 0.0051 0.0 15.000 0.077 Vel = 1.22 H.1 0.0 0.671 Utb 17.0 13.000 19.224 to 150.0 0.0 17.000 0.0 T.20 1.34 0.0051 0.0 30.000 0.154 Vel = 1.22 0.0 1.34 19.378 K Factor= 0.30 T.28 1.11 0.671 Utb 17.0 3.000 22.588 to 150.0 Utr 2.0 19.000 0.0 H.11 1.11 0.0036 0.0 22.000 0.080 Vel = 1.01 H.11 0.0 0.671 Utb 17.0 3.000 22.668 to 150.0 0.0 17.000 0.0 T.29 1.11 0.0036 0.0 20.000 0.072 Vel = 1.01 0.0 1.11 22.740 K Factor= 0.23 T.34 6.89 0.862 Utb 17.0 2.000 22.914 to 150.0 0.0 14.000 0.0 T.33 6.89 0.0312 0.0 16.000 0.499 Vel = 3.79 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.17 & H.16) 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.33 2.89 0.862 Utb 17.0 21.000 23.413 to 150.0 0.0 14.000 4.331 T.41 9.78 0.0597 0.0 35.000 2.089 Vel = 5.38 0.0 9.78 29.833 K Factor= 1.79 T.21 2.90 0.862 Utr 2.0 13.000 18.988 to 150.0 0.0 2.000 4.331 T.33 2.9 0.0063 0.0 15.000 0.094 Vel = 1.59 0.0 2.90 23.413 K Factor= 0.60 T.30 3.22 0.862 Utb 17.0 5.000 24.001 to 150.0 0.0 14.000 0.0 T.31 3.22 0.0076 0.0 19.000 0.145 Vel = 1.77 0.0 3.22 24.146 K Factor= 0.66 T.42 1.45 0.671 Utr 2.0 8.000 31.297 to 150.0 Utb 17.0 19.000 0.0 T.44 1.45 0.0059 0.0 27.000 0.159 Vel = 1.32 T.44 0.0 0.671 0.0 2.000 31.456 to 150.0 0.0 0.0 0.0 H.18 1.45 0.0060 0.0 2.000 0.012 Vel = 1.32 H.18 0.0 0.671 Utb 17.0 8.000 31.468 to 150.0 Utr 2.0 19.000 0.0 T.43 1.45 0.0059 0.0 27.000 0.158 Vel = 1.32 0.0 1.45 31.626 K Factor= 0.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SUMMIT RIDGE -One Head Calculation (H.8) Drawing : RESIDENTIAL Location : PLAN 4706 TIGARD OR Remote Area : 1 Contract : 19070F 005 Data File : 19070F 005 Summit Ridge Plan 4706.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 SUMMIT RIDGE -One Head Calculation (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 005 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 78.09 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-One Head Calculation (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 : 16.974 C2 - Residual Flow : 1500 D2 -System Pressure : 78.095 Hose ( Demand ) D3-System Demand : 16.974 Safety Margin : 19.900 150 140 : 130 p120 R 110 E100 RC1 S 90 S 80 o D2 - C2 U 70 R 60 E 50 • 40 30 D 1 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.8) Date 3/30/2016 Fitting Legend Abbrev. Name 1/2 ' 1 11% 11/2 2 21/2 3 31/2 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.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 97.995 16.97 78.095 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 129.0 4.9 12.0 16.97 T.22 129.0 17.55 H.4 129.0 18.57 H.3 129.0 18.9 T.20 129.0 19.78 T.31 119.0 24.37 T.40 109.0 29.29 T.41 109.0 29.36 T.42 109.0 30.02 T.43 109.0 30.17 S.1 104.0 34.14 PRV 55.0 62.76 MTR 55.0 76.5 STR 55.0 78.1 H.7 129.0 13.88 T.23 129.0 14.47 H.6 129.0 15.52 H.5 129.0 16.93 T.21 129.0 19.4 T.33 119.0 24.09 T.37 119.0 22.22 H.12 119.0 22.86 T.27 119.0 23.23 H.9 119.0 23.33 H.10 119.0 23.58 T.25 119.0 23.67 T.28 119.0 23.79 T.29 119.0 23.85 T.30 119.0 24.33 H.13 119.0 24.48 T.32 119.0 24.61 H.16 119.0 22.72 H.17 119.0 22.9 T.38 119.0 23.08 H.15 119.0 23.21 T.36 119.0 23.5 H.14 119.0 23.58 T.35 119.0 23.7 T.34 119.0 24.09 T.19 129.0 19.54 H.2 129.0 19.56 H.1 129.0 19.63 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.8) Date 3/30/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 119.0 23.82 T.44 109.0 30.09 H.18 109.0 30.1 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.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.8 9.68 0.671 Utb 17.0 9.000 12.000 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 T.22 9.68 0.1981 0.0 28.000 5.547 Vel = 8.78 T.22 -5.79 0.671 Utb 17.0 11.000 17.547 to 150.0 0.0 17.000 0.0 H.4 3.89 0.0366 0.0 28.000 1.026 Vel = 3.53 H.4 0.0 0.671 Utr 2.0 7.000 18.573 to 150.0 0.0 2.000 0.0 H.3 3.89 0.0366 0.0 9.000 0.329 Vel = 3.53 H.3 0.0 0.671 Utb 17.0 5.000 18.902 to 150.0 Utr 2.0 19.000 0.0 T.20 3.89 0.0367 0.0 24.000 0.880 Vel = 3.53 T.20 1.32 0.862 Utr 2.0 12.000 19.782 to 150.0 0.0 2.000 4.331 T.31 5.21 0.0186 0.0 14.000 0.260 Vel = 2.86 T.31 1.64 0.862 Utr 2.0 17.000 24.373 to 150.0 0.0 2.000 4.331 T.40 6.85 0.0308 0.0 19.000 0.586 Vel = 3.77 T.40 3.78 0.862 0.0 1.000 29.290 to 150.0 0.0 0.0 0.0 T.41 10.63 0.0700 0.0 1.000 0.070 Vel = 5.84 T.41 6.34 0.862 Utr 2.0 2.000 29.360 to 150.0 0.0 2.000 0.0 T.42 16.97 0.1655 0.0 4.000 0.662 Vel = 9.33 T.42 -0.94 0.862 0.0 1.000 30.022 to 150.0 0.0 0.0 0.0 T.43 16.03 0.1480 0.0 1.000 0.148 Vel = 8.81 T.43 0.94 0.862 Utr 2.0 6.000 30.170 to 150.0 T 7.528 4.904 2.166 S.1 16.97 0.1654 0.0 10.904 1.804 Vel = 9.33 S.1 0.0 1.054 2E 2.44 4.000 34.140 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 62.762 to 150.0 0.0 2.440 8.000 ** Fixed Loss= 8 MTR 16.97 0.0621 0.0 92.440 5.742 Vel = 6.24 MTR 0.0 0.995 E 2.336 10.000 76.504 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 78.095 K Factor= 1.92 H.8 7.30 0.671 0.0 16.000 12.000 to 150.0 0.0 0.0 0.0 H.7 7.3 0.1175 0.0 16.000 1.880 Vel = 6.62 H.7 0.0 0.671 Utr 2.0 3.000 13.880 to 150.0 0.0 2.000 0.0 T.23 7.3 0.1174 0.0 5.000 0.587 Vel = 6.62 T.23 0.0 0.671 Utr 2.0 7.000 14.467 to 150.0 0.0 2.000 0.0 H.6 7.3 0.1174 0.0 9.000 1.057 Vel = 6.62 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.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.6 0.0 0.671 Utr 2.0 10.000 15.524 to 150.0 0.0 2.000 0.0 H.5 7.3 0.1175 0.0 12.000 1.410 Vel = 6.62 H.5 0.0 0.671 Utb 17.0 2.000 16.934 to 150.0 Utr 2.0 19.000 0.0 T.21 7.3 0.1175 0.0 21.000 2.467 Vel = 6.62 T.21 -1.33 0.862 Utr 2.0 13.000 19.401 to 150.0 0.0 2.000 4.331 T.33 5.97 0.0239 0.0 15.000 0.359 Vel = 3.28 T.33 0.37 0.862 Utb 17.0 21.000 24.091 to 150.0 0.0 14.000 4.331 T.41 6.34 0.0268 0.0 35.000 0.938 Vel = 3.49 0.0 6.34 29.360 K Factor= 1.17 T.22 5.79 0.862 0.0 15.000 17.547 to 150.0 0.0 0.0 4.331 T.37 5.79 0.0227 0.0 15.000 0.340 Vel = 3.18 T.37 -2.76 0.671 Utb 17.0 11.000 22.218 to 150.0 0.0 17.000 0.0 H.12 3.03 0.0231 0.0 28.000 0.646 Vel = 2.75 H.12 0.0 0.671 Utr 2.0 14.000 22.864 to 150.0 0.0 2.000 0.0 T.27 3.03 0.0231 0.0 16.000 0.370 Vel = 2.75 T.27 0.0 0.671 Utr 2.0 2.000 23.234 to 150.0 0.0 2.000 0.0 H.9 3.03 0.0230 0.0 4.000 0.092 Vel = 2.75 H.9 0.0 0.671 Utr 2.0 9.000 23.326 to 150.0 0.0 2.000 0.0 H.10 3.03 0.0231 0.0 11.000 0.254 Vel = 2.75 H.10 0.0 0.671 Utr 2.0 2.000 23.580 to 150.0 0.0 2.000 0.0 T.25 3.03 0.0232 0.0 4.000 0.093 Vel = 2.75 T.25 0.0 0.671 Utr 2.0 3.000 23.673 to 150.0 0.0 2.000 0.0 T.28 3.03 0.0230 0.0 5.000 0.115 Vel = 2.75 T.28 -0.66 0.671 Utr 2.0 2.000 23.788 to 150.0 0.0 2.000 0.0 T.29 2.37 0.0145 0.0 4.000 0.058 Vel = 2.15 T.29 0.66 0.671 Utb 17.0 4.000 23.846 to 150.0 0.0 17.000 0.0 T.30 3.03 0.0231 0.0 21.000 0.486 Vel = 2.75 T.30 -1.64 0.671 Utb 17.0 9.000 24.332 to 150.0 Utr 2.0 19.000 0.0 H.13 1.39 0.0055 0.0 28.000 0.153 Vel = 1.26 H.13 0.0 0.671 Utb 17.0 6.000 24.485 to 150.0 0.0 17.000 0.0 T.32 1.39 0.0054 0.0 23.000 0.125 Vel = 1.26 T.32 2.39 0.862 Utb 17.0 20.000 24.610 to 150.0 0.0 14.000 4.331 T.40 3.78 0.0103 0.0 34.000 0.349 Vel = 2.08 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.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 0.0 3.78 29.290 K Factor= 0.70 T.37 2.76 0.671 Utb 17.0 7.000 22.218 to 150.0 Utr 2.0 19.000 0.0 H.16 2.76 0.0195 0.0 26.000 0.506 Vel = 2.50 H.16 0.0 0.671 0.0 9.000 22.724 to 150.0 0.0 0.0 0.0 H.17 2.76 0.0196 0.0 9.000 0.176 Vel = 2.50 H.17 0.0 0.671 Utr 2.0 7.000 22.900 to 150.0 0.0 2.000 0.0 T.38 2.76 0.0194 0.0 9.000 0.175 Vel = 2.50 T.38 0.0 0.671 Utr 2.0 5.000 23.075 to 150.0 0.0 2.000 0.0 H.15 2.76 0.0196 0.0 7.000 0.137 Vel = 2.50 H.15 0.0 0.671 Utr 2.0 13.000 23.212 to 150.0 0.0 2.000 0.0 T.36 2.76 0.0195 0.0 15.000 0.292 Vel = 2.50 T.36 0.0 0.671 Utr 2.0 2.000 23.504 to 150.0 0.0 2.000 0.0 H.14 2.76 0.0195 0.0 4.000 0.078 Vel = 2.50 H.14 0.0 0.671 Utr 2.0 4.000 23.582 to 150.0 0.0 2.000 0.0 T.35 2.76 0.0195 0.0 6.000 0.117 Vel = 2.50 T.35 0.0 0.671 Utr 2.0 1.000 23.699 to 150.0 Utb 17.0 19.000 0.0 T.34 2.76 0.0195 0.0 20.000 0.390 Vel = 2.50 T.34 -0.37 0.671 2Utb 34.0 1.000 24.089 to 150.0 0.0 34.000 0.0 T.32 2.39 0.0149 0.0 35.000 0.521 Vel = 2.17 0.0 2.39 24.610 K Factor= 0.48 T.21 1.32 0.671 Utb 17.0 10.000 19.401 to 150.0 0.0 17.000 0.0 T.19 1.32 0.0050 0.0 27.000 0.135 Vel = 1.20 T.19 0.0 0.671 Utr 2.0 2.000 19.536 to 150.0 0.0 2.000 0.0 H.2 1.32 0.0050 0.0 4.000 0.020 Vel = 1.20 H.2 0.0 0.671 Utr 2.0 13.000 19.556 to 150.0 0.0 2.000 0.0 H.1 1.32 0.0050 0.0 15.000 0.075 Vel = 1.20 H.1 0.0 0.671 Utb 17.0 13.000 19.631 to 150.0 0.0 17.000 0.0 T.20 1.32 0.0050 0.0 30.000 0.151 Vel = 1.20 0.0 1.32 19.782 K Factor= 0.30 T.28 0.66 0.671 Utb 17.0 3.000 23.788 to 150.0 Utr 2.0 19.000 0.0 H.11 0.66 0.0014 0.0 22.000 0.031 Vel = 0.60 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.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.11 0.0 0.671 Utb 17.0 3.000 23.819 to 150.0 0.0 17.000 0.0 T.29 0.66 0.0014 0.0 20.000 0.027 Vel = 0.60 0.0 0.66 23.846 K Factor= 0.14 T.34 0.37 0.862 Utb 17.0 2.000 24.089 to 150.0 0.0 14.000 0.0 T.33 0.37 0.0001 0.0 16.000 0.002 Vel = 0.20 0.0 0.37 24.091 K Factor= 0.08 T.30 1.64 0.862 Utb 17.0 5.000 24.332 to 150.0 0.0 14.000 0.0 T.31 1.64 0.0022 0.0 19.000 0.041 Vel = 0.90 0.0 1.64 24.373 K Factor= 0.33 T.42 0.94 0.671 Utr 2.0 8.000 30.022 to 150.0 Utb 17.0 19.000 0.0 T.44 0.94 0.0027 0.0 27.000 0.072 Vel = 0.85 T.44 0.0 0.671 0.0 2.000 30.094 to 150.0 0.0 0.0 0.0 H.18 0.94 0.0025 0.0 2.000 0.005 Vel = 0.85 H.18 0.0 0.671 Utb 17.0 8.000 30.099 to 150.0 Utr 2.0 19.000 0.0 T.43 0.94 0.0026 0.0 27.000 0.071 Vel = 0.85 0.0 0.94 30.170 K Factor= 0.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087