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f /11 S T`1--v1 ( 3 vL0 S .ei 1c24/c `y UP01101 AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SUMMIT RIDGE - One Head Calculation(H.25) Drawing : RESIDENTIAL Location : PLAN B720 TIGARD OR Remote Area : 1 Contract : 19070F 003 Data File : 19070F 003 Summit Ridge Plan B720.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 SUMMIT RIDGE-One Head Calculation(H.25) Date 3/22/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - SUMMIT RIDGE Date - 3/18/16 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - GRAVITY PLUMBING Contract No. - 19070F 003 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 - 99 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 55.74 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.25) Date 3/22/2016 City Water Supply: Demand: Cl -Static Pressure : 98 D1 - Elevation : 1.732 C2- Residual Pressure: 80 D2-System Flow : 16.974 C2- Residual Flow : 1500 D2-System Pressure : 55.737 Hose( Demand ) D3-System Demand : 16.974 Safety Margin : 42.258 150 140 130 P 120 R 110 E 100 RC1 S 90 C2 S 80 U 70 R60 a 92 E 50 40 30 20 10 206 400 600 800 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.25) Date 3/22/2016 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 2V2 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.25) 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 55.737 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.25 99.0 4.9 12.0 16.97 T.52 99.0 19.5 T.35 109.0 15.95 T.40 109.0 16.3 T.41 109.0 24.99 T.42 109.0 25.3 S.1 104.0 29.11 PRV 95.0 40.4 MTR 95.0 54.15 STR 95.0 55.74 H.26 99.0 13.56 T.53 99.0 14.17 T.54 99.0 14.3 H.27 99.0 15.08 H.24 99.0 16.21 H.23 99.0 17.6 T.49 99.0 17.95 T.48 99.0 18.9 T.50 99.0 19.86 T.39 109.0 16.29 H.16 109.0 18.72 T.38 109.0 22.22 T.30 119.0 18.25 H.3 119.0 18.92 H.6 119.0 19.36 H.5 119.0 19.68 T.31 119.0 20.32 H.28 99.0 14.23 T.36 109.0 22.5 H.15 109.0 22.62 H.14 109.0 22.81 H.17 109.0 22.97 T.43 109.0 23.32 T.45 109.0 23.77 T.44 109.0 23.79 T.47 109.0 23.93 H.21 109.0 24.06 H.22 109.0 24.2 H.20 109.0 24.44 H.18 109.0 24.71 T.29 119.0 18.47 H.2 119.0 18.48 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.25) Date 3/22/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 119.0 18.65 H.4 119.0 18.76 T.32 119.0 18.98 H.7 119.0 19.29 H.11 119.0 19.46 H.12 119.0 19.52 T.33 119.0 19.64 H.10 119.0 19.68 H.13 119.0 19.89 H.9 119.0 19.99 H.8 119.0 20.19 H.19 109.0 23.78 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.25) 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.25 10.78 0.671 Utb 17.0 12.000 12.000 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 T.52 10.78 0.2418 0.0 31.000 7.496 Vel = 9.78 T.52 -1.96 0.862 Utr 2.0 14.000 19.496 to 150.0 0.0 2.000 -4.331 T.35 8.82 0.0493 0.0 16.000 0.789 Vel = 4.85 T.35 0.0 0.862 0.0 7.000 15.954 to 150.0 0.0 0.0 0.0 T.40 8.82 0.0493 0.0 7.000 0.345 Vel = 4.85 1.40 0.30 0.671 2Utb 34.0 15.000 16.299 to 150.0 0.0 34.000 0.0 T.41 9.12 0.1773 0.0 49.000 8.690 Vel = 8.27 T.41 2.20 0.862 Utr 2.0 2.000 24.989 to 150.0 0.0 2.000 0.0 T.42 11.32 0.0782 0.0 4.000 0.313 Vel= 6.22 T.42 5.65 0.862 T 7.528 7.000 25.302 to 150.0 0.0 2.904 2.166 S.1 16.97 0.1654 0.0 9.904 1.638 Vel= 9.33 S.1 0.0 1.054 2E 2.44 4.000 29.106 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 40.404 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 54.146 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 55.737 K Factor= 2.27 H.25 6.20 0.671 Utr 2.0 16.000 12.000 to 150.0 0.0 2.000 0.0 H.26 6.2 0.0868 0.0 18.000 1.562 Vel = 5.63 H.26 0.0 0.671 Utr 2.0 5.000 13.562 to 150.0 0.0 2.000 0.0 T.53 6.2 0.0869 0.0 7.000 0.608 Vel = 5.63 T.53 -0.88 0.671 0.0 2.000 14.170 to 150.0 0.0 0.0 0.0 T.54 5.32 0.0655 0.0 2.000 0.131 Vel= 4.83 T.54 0.88 0.671 Utr 2.0 7.000 14.301 to 150.0 0.0 2.000 0.0 H.27 6.2 0.0868 0.0 9.000 0.781 Vel= 5.63 H.27 0.0 0.671 Utr 2.0 11.000 15.082 to 150.0 0.0 2.000 0.0 H.24 6.2 0.0868 0.0 13.000 1.129 Vel = 5.63 H.24 0.0 0.671 Utr 2.0 14.000 16.211 to 150.0 0.0 2.000 0.0 H.23 6.2 0.0868 0.0 16.000 1.389 Vel = 5.63 H.23 0.0 0.671 Utr 2.0 2.000 17.600 to 150.0 0.0 2.000 0.0 T.49 6.2 0.0867 0.0 4.000 0.347 Vel = 5.63 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.25) 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.49 0.0 0.671 Utr 2.0 9.000 17.947 to 150.0 0.0 2.000 0.0 T.48 6.2 0.0868 0.0 11.000 0.955 Vel = 5.63 T.48 0.0 0.671 Utr 2.0 9.000 18.902 to 150.0 0.0 2.000 0.0 T.50 6.2 0.0868 0.0 11.000 0.955 Vel = 5.63 T.50 1.95 0.862 0.0 18.000 19.857 to 150.0 0.0 0.0 -4.331 T.39 8.15 0.0426 0.0 18.000 0.766 Vel = 4.48 T.39 -0.29 0.671 Utb 17.0 1.000 16.292 to 150.0 0.0 17.000 0.0 H.16 7.86 0.1348 0.0 18.000 2.426 Vel = 7.13 H.16 0.0 0.671 Utb 17.0 7.000 18.718 to 150.0 Utr 2.0 19.000 0.0 T.38 7.86 0.1348 0.0 26.000 3.504 Vel = 7.13 T.38 -2.35 0.862 0.0 17.296 22.222 to 150.0 0.0 0.0 -4.331 T.30 5.51 0.0207 0.0 17.296 0.358 Vel = 3.03 T.30 -1.90 0.671 Utb 17.0 2.000 18.249 to 150.0 Utr 2.0 19.000 0.0 H.3 3.61 0.0319 0.0 21.000 0.670 Vel = 3.28 H.3 0.0 0.671 Utr 2.0 12.000 18.919 to 150.0 0.0 2.000 0.0 H.6 3.61 0.0319 0.0 14.000 0.446 Vel = 3.28 H.6 0.0 0.671 0.0 10.000 19.365 to 150.0 0.0 0.0 0.0 H.5 3.61 0.0319 0.0 10.000 0.319 Vel = 3.28 H.5 0.0 0.671 Utb 17.0 1.000 19.684 to 150.0 Utr 2.0 19.000 0.0 T.31 3.61 0.0320 0.0 20.000 0.639 Vel= 3.28 T.31 2.04 0.862 Utb 17.0 16.000 20.323 to 150.0 0.0 14.000 4.331 T.42 5.65 0.0216 0.0 30.000 0.648 Vel = 3.11 0.0 5.65 25.302 K Factor= 1.12 T.53 0.88 0.671 Utb 17.0 10.000 14.170 to 150.0 0.0 17.000 0.0 H.28 0.88 0.0023 0.0 27.000 0.063 Vel = 0.80 H.28 0.0 0.671 Utb 17.0 10.000 14.233 to 150.0 Utr 2.0 19.000 0.0 T.54 0.88 0.0023 0.0 29.000 0.068 Vel = 0.80 0.0 0.88 14.301 K Factor= 0.23 T.52 1.96 0.671 2Utb 34.0 1.000 19.496 to 150.0 0.0 34.000 0.0 T.50 1.96 0.0103 0.0 35.000 0.361 Vel= 1.78 0.0 1.96 19.857 K Factor= 0.44 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.25) 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.39 0.30 0.671 Utb 17.0 1.000 16.292 to 150.0 Utr 2.0 19.000 0.0 T.40 0.3 0.0004 0.0 20.000 0.007 Vel = 0.27 0.0 0.30 16.299 K Factor= 0.07 T.38 2.34 0.671 Utb 17.0 2.000 22.222 to 150.0 0.0 17.000 0.0 T.36 2.34 0.0144 0.0 19.000 0.274 Vel = 2.12 T.36 0.0 0.671 Utr 2.0 7.000 22.496 to 150.0 0.0 2.000 0.0 H.15 2.34 0.0143 0.0 9.000 0.129 Vel = 2.12 H.15 0.0 0.671 Utr 2.0 11.000 22.625 to 150.0 0.0 2.000 0.0 H.14 2.34 0.0144 0.0 13.000 0.187 Vel = 2.12 H.14 0.0 0.671 Utr 2.0 9.000 22.812 to 150.0 0.0 2.000 0.0 H.17 2.34 0.0144 0.0 11.000 0.158 Vel = 2.12 H.17 0.0 0.671 Utb 17.0 7.000 22.970 to 150.0 0.0 17.000 0.0 T.43 2.34 0.0144 0.0 24.000 0.345 Vel = 2.12 T.43 -0.13 0.671 Utr 2.0 16.000 23.315 to 150.0 Utb 17.0 19.000 0.0 T.45 2.21 0.0129 0.0 35.000 0.451 Vel= 2.01 T.45 -0.42 0.671 Utr 2.0 1.000 23.766 to 150.0 0.0 2.000 0.0 T.44 1.79 0.0087 0.0 3.000 0.026 Vel = 1.62 T.44 0.42 0.671 Utr 2.0 9.000 23.792 to 150.0 0.0 2.000 0.0 T.47 2.21 0.0129 0.0 11.000 0.142 Vel = 2.01 T.47 0.0 0.671 Utr 2.0 8.000 23.934 to 150.0 0.0 2.000 0.0 H.21 2.21 0.0128 0.0 10.000 0.128 Vel = 2.01 H.21 0.0 0.671 0.0 11.000 24.062 to 150.0 0.0 0.0 0.0 H.22 2.21 0.0129 0.0 11.000 0.142 Vel = 2.01 H.22 0.0 0.671 Utr 2.0 16.000 24.204 to 150.0 0.0 2.000 0.0 H.20 2.21 0.0129 0.0 18.000 0.232 Vel = 2.01 H.20 0.0 0.671 Utr 2.0 19.000 24.436 to 150.0 0.0 2.000 0.0 H.18 2.21 0.0129 0.0 21.000 0.270 Vel = 2.01 H.18 0.0 0.671 Utb 17.0 3.000 24.706 to 150.0 Utr 2.0 19.000 0.0 T.41 2.21 0.0129 0.0 22.000 0.283 Vel = 2.01 0.0 2.21 24.989 K Factor= 0.44 T.30 1.91 0.671 Utb 17.0 4.000 18.249 _ to 150.0 Utr 2.0 19.000 0.0 T.29 1.91 0.0098 0.0 23.000 0.225 Vel = 1.73 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.25) 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.29 0.0 0.671 0.0 1.000 18.474 to 150.0 0.0 0.0 0.0 H.2 1.91 0.0100 0.0 1.000 0.010 Vel= 1.73 H.2 0.0 0.671 Utr 2.0 15.000 18.484 to 150.0 0.0 2.000 0.0 H.1 1.91 0.0098 0.0 17.000 0.167 Vel = 1.73 H.1 0.0 0.671 Utr 2.0 9.000 18.651 to 150.0 0.0 2.000 0.0 H.4 1.91 0.0098 0.0 11.000 0.108 Vel= 1.73 H.4 0.0 0.671 Utb 17.0 6.000 18.759 to 150.0 0.0 17.000 0.0 T.32 1.91 0.0098 0.0 23.000 0.226 Vel = 1.73 T.32 0.13 0.671 Utb 17.0 8.000 18.985 to 150.0 Utr 2.0 19.000 0.0 H.7 2.04 0.0111 0.0 27.000 0.301 Vel = 1.85 H.7 0.0 0.671 Utr 2.0 14.000 19.286 to 150.0 0.0 2.000 0.0 H.11 2.04 0.0111 0.0 16.000 0.178 Vel = 1.85 H.11 0.0 0.671 0.0 5.000 19.464 to 150.0 0.0 0.0 0.0 H.12 2.04 0.0112 0.0 5.000 0.056 Vel = 1.85 H.12 0.0 0.671 Utr 2.0 9.000 19.520 to 150.0 0.0 2.000 0.0 T.33 2.04 0.0111 0.0 11.000 0.122 Vel = 1.85 T.33 0.0 0.671 Utr 2.0 1.000 19.642 to 150.0 0.0 2.000 0.0 H.10 2.04 0.0113 0.0 3.000 0.034 Vel = 1.85 H.10 0.0 0.671 Utr 2.0 17.000 19.676 to 150.0 0.0 2.000 0.0 H.13 2.04 0.0112 0.0 19.000 0.212 Vel = 1.85 H.13 0.0 0.671 0.0 9.000 19.888 to 150.0 0.0 0.0 0.0 H.9 2.04 0.0111 0.0 9.000 0.100 Vel = 1.85 H.9 0.0 0.671 Utr 2.0 16.000 19.988 to 150.0 0.0 2.000 0.0 H.8 2.04 0.0112 0.0 18.000 0.201 Vel = 1.85 H.8 0.0 0.671 Utr 2.0 10.000 20.189 to 150.0 0.0 2.000 0.0 T.31 2.04 0.0112 0.0 12.000 0.134 Vel = 1.85 0.0 2.04 20.323 K Factor= 0.45 T.43 0.14 0.862 0.0 16.829 23.315 to 150.0 0.0 0.0 -4.331 T.32 0.14 0.0001 0.0 16.829 0.001 Vel = 0.08 0.0 0.14 18.985 K Factor= 0.03 T.45 0.42 0.671 Utb 17.0 5.000 23.766 to 150.0 0.0 17.000 0.0 H.19 0.42 0.0006 0.0 22.000 0.013 Vel = 0.38 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.25) 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.19 0.0 0.671 Utb 17.0 4.000 23.779 to 150.0 Utr 2.0 19.000 0.0 T.44 0.42 0.0006 0.0 23.000 0.013 Vel = 0.38 0.0 0.42 23.792 K Factor= 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SUMMIT RIDGE-Two Head Calculation (H.27& H.24) Drawing : RESIDENTIAL Location : PLAN B720 TIGARD OR Remote Area : 1 Contract : 19070F 003 Data File : 19070F 003 Summit Ridge Plan B720.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A e Page 1 Uponor Date 3/22/2016 SUMMIT RIDGE-Two Head Calculation(H.27&H.24) HYDRAULIC DESIGN INFORMATION SHEET Date - 3/18/16 Name - SUMMIT RIDGE Location - TIGARD OR System No. - 1 Building - RESIDENTIAL Contract No. - 19070F 003 Contractor - GRAVITY PLUMBING Drawing No. - F100 Calculated By - PATRICK BROWN 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 Made by Date T ( ) Specific Ruling E System Type M Listed Flow at Start Point - 13 Gpm y Listed Pres. at Start Point - 7.04 Psi (X) Wet Delu e( ) Dr) PreAction D MAXIMUM LISTED SPACING 16 x 16 ( ) g E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make LF SENJU SPRINKLER Model RC-RES K-Factor 4.9 I Elevation at Highest Outlet - 99 Feet Temperature Rating 162 G Note: N Calculation Gpm Required 26.0815 Psi Required 84.5 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 - 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.27&H.24) Date 3/22/2016 City Water Supply: Demand: Cl -Static Pressure : 98 D1 - Elevation : 1.732 C2- Residual Pressure: 80 D2-System Flow :26.082 C2- Residual Flow : 1500 D2-System Pressure : 84.498 Hose( Demand ) : D3-System Demand :26.082 Safety Margin : 13.492 150 140 : 130 p120 R 110 E 100 ClR s 90 D2 C2 S 80 U 70 R60 E 50 40 30 20 10 20O 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.27& H.24) Date 3/22/2016 Fitting Legend Abbrev. Name 1/2 '/< 1 11/4 11/2 2 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-Two Head Calculation(H.27&H.24) 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 26.08 84.498 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.27 99.0 4.9 7.04 13.0 T.54 99.0 9.48 T.53 99.0 9.89 H.26 99.0 11.78 H.25 99.0 16.66 T.52 99.0 25.06 T.35 109.0 22.18 T.40 109.0 22.82 T.41 109.0 42.0 T.42 109.0 42.69 S.1 104.0 48.48 PRV 95.0 60.26 MTR 95.0 80.98 STR 95.0 84.5 H.24 99.0 4.9 7.13 13.08 H.23 99.0 13.93 T.49 99.0 15.63 T.48 99.0 20.3 T.50 99.0 24.98 T.39 109.0 22.67 H.16 109.0 28.06 T.38 109.0 35.85 T.30 119.0 32.31 H.3 119.0 33.8 H.6 119.0 34.79 H.5 119.0 35.5 T.31 119.0 36.92 H.28 99.0 9.69 T.36 109.0 36.45 H.15 109.0 36.74 H.14 109.0 37.16 H.17 109.0 37.51 T.43 109.0 38.28 T.45 109.0 39.28 T.44 109.0 39.34 T.47 109.0 39.65 H.21 109.0 39.94 H.22 109.0 40.25 H.20 109.0 40.77 H.18 109.0 41.37 T.29 119.0 32.81 H.2 119.0 32.83 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.27& H.24) Date 3/22/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 119.0 33.2 H.4 119.0 33.44 T.32 119.0 33.94 H.7 119.0 34.61 H.11 119.0 35.01 H.12 119.0 35.13 T.33 119.0 35.41 H.10 119.0 35.48 H.13 119.0 35.95 H.9 119.0 36.17 H.8 119.0 36.62 H.19 109.0 39.31 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.27& H.24) 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.27 11.46 0.671 Utr 2.0 7.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.54 11.46 0.2709 0.0 9.000 2.438 Vel = 10.40 T.54 -1.62 0.671 0.0 2.000 9.478 to 150.0 0.0 0.0 0.0 T.53 9.84 0.2040 0.0 2.000 0.408 Vel = 8.93 T.53 1.62 0.671 Utr 2.0 5.000 9.886 to 150.0 0.0 2.000 0.0 H.26 11.46 0.2709 0.0 7.000 1.896 Vel = 10.40 H.26 0.0 0.671 Utr 2.0 16.000 11.782 to 150.0 0.0 2.000 0.0 H.25 11.46 0.2709 0.0 18.000 4.876 Vel = 10.40 H.25 0.0 0.671 Utb 17.0 12.000 16.658 to 150.0 Utr 2.0 19.000 0.0 T.52 11.46 0.2709 0.0 31.000 8.397 Vel = 10.40 T.52 0.85 0.862 Utr 2.0 14.000 25.055 to 150.0 0.0 2.000 -4.331 T.35 12.31 0.0912 0.0 16.000 1.460 Vel = 6.77 T.35 0.0 0.862 0.0 7.000 22.184 to 150.0 0.0 0.0 0.0 T.40 12.31 0.0913 0.0 7.000 0.639 Vel = 6.77 T.40 1.67 0.671 2Utb 34.0 15.000 22.823 to 150.0 0.0 34.000 0.0 T.41 13.98 0.3913 0.0 49.000 19.175 Vel = 12.68 T.41 3.40 0.862 Utr 2.0 2.000 41.998 to 150.0 0.0 2.000 0.0 T.42 17.38 0.1727 0.0 4.000 0.691 Vel = 9.55 T.42 8.70 0.862 T 7.528 7.000 42.689 to 150.0 0.0 2.904 2.166 S.1 26.08 0.3661 0.0 9.904 3.626 Vel = 14.34 S.1 0.0 1.054 2E 2.44 4.000 48.481 to 150.0 0.0 2.440 10.898 **Fixed Loss= 7 PRV 26.08 0.1376 0.0 6.440 0.886 Vel = 9.59 PRV 0.0 1.054 2E 2.44 90.000 60.265 to 150.0 0.0 2.440 8.000 **Fixed Loss= 8 MTR 26.08 0.1375 0.0 92.440 12.711 Vel= 9.59 MTR 0.0 0.995 E 2.336 10.000 80.976 to 150.0 T 5.841 9.345 0.0 STR 26.08 0.1821 G 1.168 19.345 3.522 Vel = 10.76 0.0 26.08 84.498 K Factor= 2.84 H.27 1.54 0.671 Utr 2.0 11.000 7.040 to 150.0 0.0 2.000 0.0 H.24 1.54 0.0066 0.0 13.000 0.086 Vel = 1.40 H.24 13.08 0.671 Utr 2.0 14.000 7.126 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.23 14.62 0.4251 0.0 16.000 6.801 Vel = 13.26 H.23 0.0 0.671 Utr 2.0 2.000 13.927 to 150.0 0.0 2.000 0.0 T.49 14.62 0.4250 0.0 4.000 1.700 Vel = 13.26 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.27& H.24) 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.49 0.0 0.671 Utr 2.0 9.000 15.627 to 150.0 0.0 2.000 0.0 T.48 14.62 0.4250 0.0 11.000 4.675 Vel = 13.26 T.48 0.0 0.671 Utr 2.0 9.000 20.302 to 150.0 0.0 2.000 0.0 T.50 14.62 0.4251 0.0 11.000 4.676 Vel= 13.26 T.50 -0.85 0.862 0.0 18.000 24.978 to 150.0 0.0 0.0 -4.331 T.39 13.77 0.1123 0.0 18.000 2.022 Vel = 7.57 T.39 -1.67 0.671 Utb 17.0 1.000 22.669 to 150.0 0.0 17.000 0.0 H.16 12.1 0.2995 0.0 18.000 5.391 Vel= 10.98 H.16 0.0 0.671 Utb 17.0 7.000 28.060 to 150.0 Utr 2.0 19.000 0.0 T.38 12.1 0.2995 0.0 26.000 7.786 Vel = 10.98 T.38 -3.61 0.862 0.0 17.296 35.846 to 150.0 0.0 0.0 -4.331 T.30 8.49 0.0459 0.0 17.296 0.794 Vel= 4.67 T.30 -2.94 0.671 Utb 17.0 2.000 32.309 to 150.0 Utr 2.0 19.000 0.0 H.3 5.55 0.0709 0.0 21.000 1.489 Vel = 5.04 H.3 0.0 0.671 Utr 2.0 12.000 33.798 to 150.0 0.0 2.000 0.0 H.6 5.55 0.0709 0.0 14.000 0.993 Vel = 5.04 H.6 0.0 0.671 0.0 10.000 34.791 to 150.0 0.0 0.0 0.0 H.5 5.55 0.0709 0.0 10.000 0.709 Vel = 5.04 H.5 0.0 0.671 Utb 17.0 1.000 35.500 to 150.0 Utr 2.0 19.000 0.0 T.31 5.55 0.0709 0.0 20.000 1.418 Vel= 5.04 T.31 3.15 0.862 Utb 17.0 16.000 36.918 to 150.0 0.0 14.000 4.331 T.42 8.7 0.0480 0.0 30.000 1.440 Vel= 4.78 0.0 8.70 42.689 K Factor= 1.33 T.54 1.62 0.671 Utb 17.0 10.000 9.478 to 150.0 Utr 2.0 19.000 0.0 H.28 1.62 0.0073 0.0 29.000 0.211 Vel = 1.47 H.28 0.0 0.671 Utb 17.0 10.000 9.689 to 150.0 0.0 17.000 0.0 T.53 1.62 0.0073 0.0 27.000 0.197 Vel= 1.47 0.0 1.62 9.886 K Factor= 0.52 T.50 0.85 0.671 2Utb 34.0 1.000 24.978 to 150.0 0.0 34.000 0.0 T.52 0.85 0.0022 0.0 35.000 0.077 Vel= 0.77 0.0 0.85 25.055 K Factor= 0.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 s Final Calculations - Hazen-Williams Uponor Page 8 SUMMIT RIDGE-Two Head Calculation (H.27&H.24) 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.39 1.67 0.671 Utb 17.0 1.000 22.669 to 150.0 Utr 2.0 19.000 0.0 T.40 1.67 0.0077 0.0 20.000 0.154 Vel = 1.52 0.0 1.67 22.823 K Factor= 0.35 T.38 3.61 0.671 Utb 17.0 2.000 35.846 to 150.0 0.0 17.000 0.0 T.36 3.61 0.0320 0.0 19.000 0.608 Vel = 3.28 T.36 0.0 0.671 Utr 2.0 7.000 36.454 to 150.0 0.0 2.000 0.0 H.15 3.61 0.0319 0.0 9.000 0.287 Vel = 3.28 H.15 0.0 0.671 Utr 2.0 11.000 36.741 to 150.0 0.0 2.000 0.0 H.14 3.61 0.0320 0.0 13.000 0.416 Vel = 3.28 H.14 0.0 0.671 Utr 2.0 9.000 37.157 to 150.0 0.0 2.000 0.0 H.17 3.61 0.0319 0.0 11.000 0.351 Vel = 3.28 H.17 0.0 0.671 Utb 17.0 7.000 37.508 to 150.0 0.0 17.000 0.0 T.43 3.61 0.0320 0.0 24.000 0.767 Vel= 3.28 T.43 -0.21 0.671 Utr 2.0 16.000 38.275 to 150.0 Utb 17.0 19.000 0.0 T.45 3.4 0.0286 0.0 35.000 1.002 Vel = 3.08 T.45 -0.64 0.671 Utr 2.0 1.000 39.277 to 150.0 0.0 2.000 0.0 T.44 2.76 0.0197 0.0 3.000 0.059 Vel = 2.50 T.44 0.64 0.671 Utr 2.0 9.000 39.336 to 150.0 0.0 2.000 0.0 T.47 3.4 0.0285 0.0 11.000 0.314 Vel = 3.08 T.47 0.0 0.671 Utr 2.0 8.000 39.650 to 150.0 0.0 2.000 0.0 H.21 3.4 0.0287 0.0 10.000 0.287 Vel= 3.08 H.21 0.0 0.671 0.0 11.000 39.937 to 150.0 0.0 0.0 0.0 H.22 3.4 0.0286 0.0 11.000 0.315 Vel= 3.08 H.22 0.0 0.671 Utr 2.0 16.000 40.252 to 150.0 0.0 2.000 0.0 H.20 3.4 0.0286 0.0 18.000 0.515 Vel= 3.08 H.20 0.0 0.671 Utr 2.0 19.000 40.767 to 150.0 0.0 2.000 0.0 H.18 3.4 0.0286 0.0 21.000 0.601 Vel = 3.08 H.18 0.0 0.671 Utb 17.0 3.000 41.368 to 150.0 Utr 2.0 19.000 0.0 T.41 3.4 0.0286 0.0 22.000 0.630 Vel = 3.08 0.0 3.40 41.998 K Factor= 0.52 T.30 2.94 0.671 Utb 17.0 4.000 32.309 to 150.0 Utr 2.0 19.000 0.0 T.29 2.94 0.0218 0.0 23.000 0.502 Vel= 2.67 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.27& H.24) 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.29 0.0 0.671 0.0 1.000 32.811 to 150.0 0.0 0.0 0.0 H.2 2.94 0.0220 0.0 1.000 0.022 Vel = 2.67 H.2 0.0 0.671 Utr 2.0 15.000 32.833 to 150.0 0.0 2.000 0.0 H.1 2.94 0.0218 0.0 17.000 0.371 Vel = 2.67 H.1 0.0 0.671 Utr 2.0 9.000 33.204 to 150.0 0.0 2.000 0.0 H.4 2.94 0.0218 0.0 11.000 0.240 Vel = 2.67 H.4 0.0 0.671 Utb 17.0 6.000 33.444 to 150.0 0.0 17.000 0.0 T.32 2.94 0.0218 0.0 23.000 0.501 Vel = 2.67 T.32 0.20 0.671 Utb 17.0 8.000 33.945 to 150.0 Utr 2.0 19.000 0.0 H.7 3.14 0.0248 0.0 27.000 0.669 Vel = 2.85 H.7 0.0 0.671 Utr 2.0 14.000 34.614 to 150.0 0.0 2.000 0.0 H.11 3.14 0.0248 0.0 16.000 0.396 Vel = 2.85 H.11 0.0 0.671 0.0 5.000 35.010 to 150.0 0.0 0.0 0.0 H.12 3.14 0.0248 0.0 5.000 0.124 Vel = 2.85 H.12 0.0 0.671 Utr 2.0 9.000 35.134 to 150.0 0.0 2.000 0.0 T.33 3.14 0.0248 0.0 11.000 0.273 Vel = 2.85 T.33 0.0 0.671 Utr 2.0 1.000 35.407 to 150.0 0.0 2.000 0.0 H.10 3.14 0.0247 0.0 3.000 0.074 Vel = 2.85 H.10 0.0 0.671 Utr 2.0 17.000 35.481 to 150.0 0.0 2.000 0.0 H.13 3.14 0.0248 0.0 19.000 0.471 Vel = 2.85 H.13 0.0 0.671 0.0 9.000 35.952 to 150.0 0.0 0.0 0.0 H.9 3.14 0.0247 0.0 9.000 0.222 Vel = 2.85 H.9 0.0 0.671 Utr 2.0 16.000 36.174 to 150.0 0.0 2.000 0.0 H.8 3.14 0.0248 0.0 18.000 0.446 Vel = 2.85 H.8 0.0 0.671 Utr 2.0 10.000 36.620 to 150.0 0.0 2.000 0.0 T.31 3.14 0.0248 0.0 12.000 0.298 Vel = 2.85 0.0 3.14 36.918 K Factor= 0.52 T.43 0.21 0.862 0.0 16.829 38.275 to 150.0 0.0 0.0 -4.331 T.32 0.21 0.0001 0.0 16.829 0.001 Vel = 0.12 0.0 0.21 33.945 K Factor= 0.04 T.45 0.64 0.671 Utb 17.0 5.000 39.277 to 150.0 0.0 17.000 0.0 H.19 0.64 0.0013 0.0 22.000 0.029 Vel = 0.58 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.27& H.24) 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.19 0.0 0.671 Utb 17.0 4.000 39.306 to 150.0 Utr 2.0 19.000 0.0 T.44 0.64 0.0013 0.0 23.000 0.030 Vel = 0.58 0.0 0.64 39.336 K Factor= 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 oteache.0 034 4"--- FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Transmittal Letter i ia,tiil> 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 •www.tigard-or.gov TO: r �' 2 ' ? Cr ct ik c - DATE RECEIVED: DEPT: BUIL ING DIVISION FROM: ,.....1 , ;-0 ` tNnun COMPANY: bo, tr,-, Ik PHONE: ,.Sr".0 3- ;a- 1/si I l $y RE: 1o 6• k e ? LeA,0�„, )lgl ae1la DOG7 (Site Address) (Permit Number) a✓ 'ywy.e* $r C � (Project name or subdivisi 4 m: . J lot numb) ATTACHED ARE THE FOLLOW' ' ITEMS: Copies: Description: j Copies: I Descnptioh:'; Additional set(s)of p1 s. Revisions: Cross section(s)and etails. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculation Engineer's calculations. V Other(explain): re,re- ,-Sfr;n},111,,K-- Ptr,.r•,S. REMARKS: -1-0— L- B-5661.2 L.kt-Z-EgA1J FOR OFFICE USE ONLY Routed to Peit Technician: Date: Initials: Fees Due: t Yes ❑No Fee Description: Amount Due: $ $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes I 0 No I 0 Done Applicant Notified: Date: Initials: l:\BuddingTorms,Transmittalt ette,-Revisions o61316.doc