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Report (37) / 3 0,2_5- sw 0& �ie1rce- 52( OFFICE COPY AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SUMMIT RIDGE -One Head Calculation (H.2) Drawing : RESIDENTIAL Location : PLAN 4705 TIGARD OR Remote Area : 1 Contract : 19070F 007 Data File : 19070F 007 Summit Ridge Plan 4705.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - SUMMIT RIDGE Date - 3/30/16 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - GRAVITY PLUMBING Contract No. - 19070F 007 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 76.21 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.2) Date 3/30/2016 City Water Supply: Demand: Cl -Static Pressure : 98 D1 -Elevation : 32.049 C2 - Residual Pressure: 80 D2 -System Flow : 16.974 C2- Residual Flow : 1500 D2 -System Pressure : 76.208 Hose( Demand ) D3-System Demand : 16.974 Safety Margin : 21.787 150 140 130 p120 R110 E 100 ClR S 90 - — — S 80 a D2 C2 U R 60 ; E 50 40 30 o D t 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Fittings Used Summary Uponor Page 3 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 Fitting Legend Abbrev. Name 1/2 ' 1 1% 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 ' A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 "Flow Summary - NFPA 2007 Uponor Page 4 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 98.0 80 1500.0 97.995 16.97 76.208 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 129.0 4.9 12.0 16.97 H.4 129.0 14.19 T.24 129.0 17.9 T.35 119.0 22.69 T.42 109.0 27.92 T.43 109.0 28.12 S.1 104.0 32.25 PRV 55.0 60.88 MTR 55.0 74.62 STR 55.0 76.21 H.3 129.0 13.57 H.1 129.0 14.71 T.22 129.0 18.0 T.31 119.0 22.84 H.6 129.0 18.12 H.11 129.0 18.23 H.10 129.0 18.32 T.26 129.0 18.37 T.25 129.0 18.54 T.41 119.0 22.99 T.47 109.0 27.62 T.44 109.0 27.67 T.23 129.0 18.14 H.5 129.0 18.19 H.8 129.0 18.26 H.7 129.0 18.35 H.9 129.0 18.42 T.34 119.0 22.73 H.19 119.0 22.84 H.18 119.0 22.9 T.39 119.0 22.95 H.15 119.0 22.75 T.28 119.0 22.78 H.12 119.0 22.78 H.13 119.0 22.8 H.14 119.0 22.81 T.29 119.0 22.81 T.30 119.0 22.84 H.16 119.0 22.89 T.33 119.0 22.89 T.36 119.0 22.9 T.37 119.0 22.9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 SUMMIT RIDGE-One Head Calculation (H.2) Date 3/30/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.38 119.0 22.92 H.17 119.0 22.9 T.48 109.0 27.64 H.21 109.0 27.64 T.46 109.0 27.65 T.45 109.0 27.65 H.20 109.0 27.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 _ Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.2 8.87 0.671 Utr 2.0 11.000 12.000 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.4 8.87 0.1685 0.0 13.000 2.190 Vel = 8.05 H.4 0.0 0.671 Utb 17.0 5.000 14.190 to 150.0 0.0 17.000 0.0 T.24 8.87 0.1685 0.0 22.000 3.706 Vel = 8.05 T.24 -1.75 0.862 Utr 2.0 12.000 17.896 to 150.0 0.0 2.000 4.331 T.35 7.12 0.0332 0.0 14.000 0.465 Vel = 3.91 T.35 -1.65 0.862 Utb 17.0 30.000 22.692 to 150.0 0.0 14.000 4.331 T.42 5.47 0.0204 0.0 44.000 0.896 Vel = 3.01 T.42 4.90 0.862 Utr 2.0 1.000 27.919 to 150.0 0.0 2.000 0.0 T.43 10.37 0.0663 0.0 3.000 0.199 Vel = 5.70 T.43 6.60 0.862 Utr 2.0 7.000 28.118 to 150.0 T 7.528 4.904 2.166 S.1 16.97 0.1654 0.0 11.904 1.969 Vel = 9.33 S.1 0.0 1.054 2E 2.44 4.000 32.253 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 60.875 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 74.618 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 76.208 K Factor= 1.94 H.2 8.11 0.671 Utr 2.0 9.000 12.000 to 150.0 0.0 2.000 0.0 H.3 8.11 0.1428 0.0 11.000 1.571 Vel = 7.36 H.3 0.0 0.671 0.0 8.000 13.571 to 150.0 0.0 0.0 0.0 H.1 8.11 0.1427 0.0 8.000 1.142 Vel = 7.36 H.1 0.0 0.671 Utb 17.0 4.000 14.713 to 150.0 Utr 2.0 19.000 0.0 T.22 8.11 0.1428 0.0 23.000 3.285 Vel = 7.36 T.22 -1.44 0.862 Utr 2.0 15.217 17.998 to 150.0 0.0 2.000 4.331 T.31 6.67 0.0294 0.0 17.217 0.506 Vel = 3.67 T.31 -0.07 0.862 Utb 17.0 19.000 22.835 to 150.0 0.0 14.000 4.331 T.43 6.6 0.0288 0.0 33.000 0.952 Vel = 3.63 0.0 6.60 28.118 K Factor= 1.24 _ T.24 1.74 0.671 Utb 17.0 8.000 17.896 to 150.0 Utr 2.0 19.000 0.0 H.6 1.74 0.0083 0.0 27.000 0.225 Vel = 1.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.6 0.0 0.671 Utr 2.0 11.000 18.121 to 150.0 0.0 2.000 0.0 H.11 1.74 0.0083 0.0 13.000 0.108 Vel = 1.58 H.11 0.0 0.671 0.0 11.000 18.229 to 150.0 0.0 0.0 0.0 H.10 1.74 0.0084 0.0 11.000 0.092 Vel = 1.58 H.10 0.0 0.671 Utr 2.0 4.000 18.321 to 150.0 0.0 2.000 0.0 T.26 1.74 0.0083 0.0 6.000 0.050 Vel = 1.58 T.26 0.0 0.671 Utr 2.0 1.000 18.371 to 150.0 Utb 17.0 19.000 0.0 T.25 1.74 0.0083 0.0 20.000 0.166 Vel = 1.58 T.25 1.44 0.862 Utr 2.0 14.000 18.537 to 150.0 0.0 2.000 4.331 T.41 3.18 0.0075 0.0 16.000 0.120 Vel = 1.75 T.41 1.72 0.862 Utr 2.0 16.000 22.988 to 150.0 0.0 2.000 4.331 T.47 4.9 0.0166 0.0 18.000 0.298 Vel = 2.69 T.47 -0.56 0.862 0.0 4.000 27.617 to 150.0 0.0 0.0 0.0 T.44 4.34 0.0132 0.0 4.000 0.053 Vel = 2.39 T.44 0.56 0.862 Utr 2.0 13.000 27.670 to 150.0 0.0 2.000 0.0 T.42 4.9 0.0166 0.0 15.000 0.249 Vel = 2.69 0.0 4.90 27.919 K Factor= 0.93 T.22 1.44 0.671 Utr 2.0 6.000 17.998 to 150.0 Utb 17.0 19.000 0.0 T.23 1.44 0.0058 0.0 25.000 0.145 Vel = 1.31 T.23 0.0 0.671 Utr 2.0 6.000 18.143 to 150.0 0.0 2.000 0.0 H.5 1.44 0.0058 0.0 8.000 0.046 Vel = 1.31 H.5 0.0 0.671 Utr 2.0 11.000 18.189 to 150.0 0.0 2.000 0.0 H.8 1.44 0.0058 0.0 13.000 0.076 Vel = 1.31 H.8 0.0 0.671 Utr 2.0 12.000 18.265 to 150.0 0.0 2.000 0.0 H.7 1.44 0.0058 0.0 14.000 0.081 Vel = 1.31 H.7 0.0 0.671 Utr 2.0 10.000 18.346 to 150.0 0.0 2.000 0.0 H.9 1.44 0.0058 0.0 12.000 0.069 Vel = 1.31 H.9 0.0 0.671 Utb 17.0 4.000 18.415 to 150.0 0.0 17.000 0.0 T.25 1.44 0.0058 0.0 21.000 0.122 Vel = 1.31 0.0 1.44 18.537 K Factor= 0.33 T.35 1.65 0.862 Utb 17.0 2.000 22.692 to 150.0 0.0 14.000 0.0 T.34 1.65 0.0022 0.0 16.000 0.035 Vel = 0.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 _ Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.34 -0.65 0.671 Utb 17.0 19.000 22.727 to 150.0 Utr 2.0 19.000 0.0 H.19 1.0 0.0030 0.0 38.000 0.114 Vel = 0.91 H.19 0.0 0.671 Utr 2.0 16.000 22.841 to 150.0 0.0 2.000 0.0 H.18 1.0 0.0030 0.0 18.000 0.054 Vel = 0.91 H.18 0.0 0.671 Utb 17.0 1.000 22.895 to 150.0 0.0 17.000 0.0 T.39 1.0 0.0030 0.0 18.000 0.054 Vel = 0.91 T.39 0.72 0.862 Utb 17.0 2.000 22.949 to 150.0 0.0 14.000 0.0 T.41 1.72 0.0024 0.0 16.000 0.039 Vel = 0.95 0.0 1.72 22.988 K Factor= 0.36 T.34 0.64 0.671 Utb 17.0 3.000 22.727 to 150.0 0.0 17.000 0.0 H.15 0.64 0.0014 0.0 20.000 0.027 Vel = 0.58 H.15 0.0 0.671 Utr 2.0 15.000 22.754 to 150.0 0.0 2.000 0.0 T.28 0.64 0.0013 0.0 17.000 0.022 Vel = 0.58 T.28 0.0 0.671 Utr 2.0 3.000 22.776 to 150.0 0.0 2.000 0.0 H.12 0.64 0.0012 0.0 5.000 0.006 Vel = 0.58 H.12 0.0 0.671 0.0 10.000 22.782 to 150.0 0.0 0.0 0.0 H.13 0.64 0.0014 0.0 10.000 0.014 Vel = 0.58 H.13 0.0 0.671 Utr 2.0 6.000 22.796 to 150.0 0.0 2.000 0.0 H.14 0.64 0.0012 0.0 8.000 0.010 Vel = 0.58 H.14 0.0 0.671 Utr 2.0 2.000 22.806 to 150.0 0.0 2.000 0.0 T.29 0.64 0.0015 0.0 4.000 0.006 Vel = 0.58 T.29 0.0 0.671 Utb 17.0 1.000 22.812 to 150.0 0.0 17.000 0.0 T.30 0.64 0.0013 0.0 18.000 0.023 Vel = 0.58 T.30 0.07 0.671 Utb 17.0 13.000 22.835 to 150.0 Utr 2.0 19.000 0.0 H.16 0.71 0.0016 0.0 32.000 0.051 Vel = 0.64 H.16 0.0 0.671 Utr 2.0 1.000 22.886 to 150.0 0.0 2.000 0.0 T.33 0.71 0.0017 0.0 3.000 0.005 Vel = 0.64 T.33 0.0 0.671 Utr 2.0 5.000 22.891 to 150.0 0.0 2.000 0.0 T.36 0.71 0.0016 0.0 7.000 0.011 Vel = 0.64 T.36 -0.14 0.671 Utr 2.0 1.000 22.902 to 150.0 0.0 2.000 0.0 . T.37 0.57 0.0010 0.0 3.000 0.003 Vel = 0.52 T.37 0.14 0.671 Utr 2.0 7.000 22.905 to 150.0 0.0 2.000 0.0 T.38 0.71 0.0016 0.0 9.000 0.014 Vel = 0.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams s. Uponor Page 9 SUMMIT RIDGE -One Head Calculation (H.2) Date 3/30/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ***' Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.38 0.0 0.671 Utb 17.0 2.000 22.919 to 150.0 0.0 17.000 0.0 T.39 0.71 0.0016 0.0 19.000 0.030 Vel = 0.64 0.0 0.71 22.949 K Factor= 0.15 T.31 0.07 0.862 Utb 17.0 2.000 22.835 to 150.0 0.0 14.000 0.0 T.30 0.07 0.0 0.0 16.000 0.0 Vel = 0.04 0.0 0.07 22.835 K Factor= 0.01 T.36 0.14 0.671 Utb 17.0 4.000 22.902 to 150.0 Utr 2.0 19.000 0.0 H.17 0.14 0.0001 0.0 23.000 0.002 Vel = 0.13 H.17 0.0 0.671 Utb 17.0 3.000 22.904 to 150.0 0.0 17.000 0.0 T.37 0.14 0.0 0.0 20.000 0.001 Vel = 0.13 0.0 0.14 22.905 K Factor= 0.03 T.47 0.55 0.671 Utb 17.0 4.000 27.617 to 150.0 0.0 17.000 0.0 T.48 0.55 0.0010 0.0 21.000 0.021 Vel = 0.50 T.48 0.0 0.671 Utr 2.0 1.000 27.638 to 150.0 0.0 2.000 0.0 H.21 0.55 0.0010 0.0 3.000 0.003 Vel = 0.50 H.21 0.0 0.671 Utr 2.0 5.000 27.641 to 150.0 0.0 2.000 0.0 T.46 0.55 0.0010 0.0 7.000 0.007 Vel = 0.50 T.46 -0.12 0.671 Utr 2.0 2.000 27.648 to 150.0 0.0 2.000 0.0 T.45 0.43 0.0005 0.0 4.000 0.002 Vel = 0.39 T.45 0.12 0.671 Utr 2.0 1.000 27.650 to 150.0 Utb 17.0 19.000 0.0 T.44 0.55 0.0010 0.0 20.000 0.020 Vel = 0.50 0.0 0.55 27.670 K Factor= 0.10 T.46 0.12 0.671 Utb 17.0 3.000 27.648 to 150.0 Utr 2.0 19.000 0.0 H.20 0.12 0.0 0.0 22.000 0.001 Vel = 0.11 H.20 0.0 0.671 Utb 17.0 3.000 27.649 to 150.0 0.0 17.000 0.0 T.45 0.12 0.0 0.0 20.000 0.001 Vel = 0.11 0.0 0.12 27.650 K Factor= 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,Bt a✓ic. (A./640J- csi F AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SUMMIT RIDGE -Two Head Calculation (H.5& H.7) Drawing : RESIDENTIAL Location : PLAN 4705 TIGARD OR Remote Area : 1 Contract : 19070F 007 Data File : 19070F 007 Summit Ridge Plan 4705.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 R Uponor Page 1Date 3/30/2016 SUMMIT RIDGE -Two Head Calculation (H.5 & H.7) 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 007 Calculated By - PATRICK BROWN Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 .04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 129 Feet Size 7/16 K-Factor 4 .9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0023 Psi Required 90.04 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.5& H.7) Date 3/30/2016 City Water Supply: Demand: Cl -Static Pressure : 98 D1 - Elevation : 32.049 C2 - Residual Pressure: 80 D2 -System Flow : 26.002 C2- Residual Flow 1500 D2-System Pressure : 90.041 Hose( Demand ) D3-System Demand : 26.002 Safety Margin : 7.949 150 140 130 p 120 R110 E 100 C1 D2 S 90 m — S80 C2 U 70 R60 E 50 40 30 o D1 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3Date 3/30/2016 SUMMIT RIDGE -Two Head Calculation (H.5&H.7) Fitting Legend Abbrev. Name '/2 3/a 1 1'/4 1'/2 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 s 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.5& H.7) 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 26.0 90.041 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 129.0 4.9 7.04 13.0 T.23 129.0 9.78 T.22 129.0 18.34 T.31 119.0 23.85 T.43 109.0 30.3 S.1 104.0 36.8 PRV 55.0 65.9 MTR 55.0 86.54 STR 55.0 90.04 H.8 129.0 7.04 H.7 129.0 4.9 7.04 13.0 H.9 129.0 11.14 T.25 129.0 18.32 T.41 119.0 23.74 T.47 109.0 28.96 T.44 109.0 29.12 T.42 109.0 29.86 T.26 129.0 18.64 H.10 129.0 18.73 H.11 129.0 18.91 H.6 129.0 19.12 T.24 129.0 19.55 T.35 119.0 24.11 H.1 129.0 18.7 H.3 129.0 18.82 H.2 129.0 19.0 H.4 129.0 19.2 T.39 119.0 23.78 H.18 119.0 23.85 H.19 119.0 23.92 T.34 119.0 24.06 T.38 119.0 23.8 T.37 119.0 23.81 T.36 119.0 23.81 T.33 119.0 23.82 H.16 119.0 23.82 T.30 119.0 23.85 T.29 119.0 23.9 H.14 119.0 23.91 H.13 119.0 23.93 H.12 119.0 23.95 T.28 119.0 23.96 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.5 & H.7) Date 3/30/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 119.0 24.01 H.17 119.0 23.81 T.48 109.0 29.02 H.21 109.0 29.03 T.46 109.0 29.05 T.45 109.0 29.06 H.20 109.0 29.06 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.5 & H.7) Date 3/30/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.5 13.01 0.671 Utr 2.0 6.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.23 13.01 0.3422 0.0 8.000 2.738 Vel = 11.80 T.23 0.0 0.671 Utr 2.0 6.000 9.778 to 150.0 Utb 17.0 19.000 0.0 T.22 13.01 0.3423 0.0 25.000 8.558 Vel = 11.80 T.22 -2.46 0.862 Utr 2.0 15.217 18.336 to 150.0 0.0 2.000 4.331 T.31 10.55 0.0686 0.0 17.217 1.181 Vel = 5.80 T.31 -0.38 0.862 Utb 17.0 19.000 23.848 to 150.0 0.0 14.000 4.331 T.43 10.17 0.0642 0.0 33.000 2.117 Vel = 5.59 T.43 15.83 0.862 Utr 2.0 7.000 30.296 to 150.0 T 7.528 4.904 2.166 S.1 26.0 0.3641 0.0 11.904 4.334 Vel = 14.29 S.1 0.0 1.054 2E 2.44 4.000 36.796 to 150.0 0.0 2.440 28.222 ** Fixed Loss= 7 PRV 26.0 0.1366 0.0 6.440 0.880 Vel = 9.56 PRV 0.0 1.054 2E 2.44 90.000 65.898 to 150.0 0.0 2.440 8.000 ** Fixed Loss=8 MTR 26.0 0.1367 0.0 92.440 12.641 Vel = 9.56 MTR 0.0 0.995 E 2.336 10.000 86.539 to 150.0 T 5.841 9.345 0.0 STR 26.0 0.1810 G 1.168 19.345 3.502 Vel = 10.73 0.0 26.00 90.041 K Factor= 2.74 H.5 0.0 0.671 Utr 2.0 11.000 7.040 to 150.0 0.0 2.000 0.0 H.8 0.0 0.0 0.0 13.000 0.0 Vel = 0 H.8 0.0 0.671 Utr 2.0 12.000 7.040 to 150.0 0.0 2.000 0.0 H.7 0.0 0.0 0.0 14.000 0.0 Vel = 0 H.7 13.00 0.671 Utr 2.0 10.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.9 13.0 0.3418 0.0 12.000 4.102 Vel = 11.79 H.9 0.0 0.671 Utb 17.0 4.000 11.142 to 150.0 0.0 17.000 0.0 T.25 13.0 0.3418 0.0 21.000 7.178 Vel = 11.79 T.25 -2.48 0.862 Utr 2.0 14.000 18.320 to 150.0 0.0 2.000 4.331 T.41 10.52 0.0682 0.0 16.000 1.091 Vel = 5.78 T.41 -1.69 0.862 Utr 2.0 16.000 23.742 to 150.0 0.0 2.000 4.331 T.47 8.83 0.0493 0.0 18.000 0.888 Vel = 4.85 T.47 -1.00 0.862 0.0 4.000 28.961 to 150.0 0.0 0.0 0.0 T.44 7.83 0.0398 0.0 4.000 0.159 Vel = 4.30 T.44 1.00 0.862 Utr 2.0 13.000 29.120 to 150.0 0.0 2.000 0.0 T.42 8.83 0.0493 0.0 15.000 0.740 Vel = 4.85 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.5& H.7) 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.42 7.00 0.862 Utr 2.0 1.000 29.860 to 150.0 0.0 2.000 0.0 T.43 15.83 0.1453 0.0 3.000 0.436 Vel = 8.70 0.0 15.83 30.296 K Factor= 2.88 T.25 2.48 0.671 Utr 2.0 1.000 18.320 to 150.0 Utb 17.0 19.000 0.0 T.26 2.48 0.0159 0.0 20.000 0.318 Vel = 2.25 T.26 0.0 0.671 Utr 2.0 4.000 18.638 to 150.0 0.0 2.000 0.0 H.10 2.48 0.0160 0.0 6.000 0.096 Vel = 2.25 H.10 0.0 0.671 0.0 11.000 18.734 to 150.0 0.0 0.0 0.0 H.11 2.48 0.0159 0.0 11.000 0.175 Vel = 2.25 H.11 0.0 0.671 Utr 2.0 11.000 18.909 to 150.0 0.0 2.000 0.0 H.6 2.48 0.0160 0.0 13.000 0.208 Vel = 2.25 H.6 0.0 0.671 Utb 17.0 8.000 19.117 to 150.0 Utr 2.0 19.000 0.0 T.24 2.48 0.0159 0.0 27.000 0.430 Vel = 2.25 T.24 2.46 0.862 Utr 2.0 12.000 19.547 to 150.0 0.0 2.000 4.331 T.35 4.94 0.0169 0.0 14.000 0.236 Vel = 2.72 T.35 2.06 0.862 Utb 17.0 30.000 24.114 to 150.0 0.0 14.000 4.331 T.42 7.0 0.0322 0.0 44.000 1.415 Vel = 3.85 0.0 7.00 29.860 K Factor= 1.28 T.22 2.46 0.671 Utb 17.0 4.000 18.336 to 150.0 Utr 2.0 19.000 0.0 H.1 2.46 0.0157 0.0 23.000 0.362 Vel = 2.23 H.1 0.0 0.671 0.0 8.000 18.698 to 150.0 0.0 0.0 0.0 H.3 2.46 0.0158 0.0 8.000 0.126 Vel = 2.23 H.3 0.0 0.671 Utr 2.0 9.000 18.824 to 150.0 0.0 2.000 0.0 H.2 2.46 0.0157 0.0 11.000 0.173 Vel = 2.23 H.2 0.0 0.671 Utr 2.0 11.000 18.997 to 150.0 0.0 2.000 0.0 H.4 2.46 0.0157 0.0 13.000 0.204 Vel = 2.23 H.4 0.0 0.671 Utb 17.0 5.000 19.201 to 150.0 0.0 17.000 0.0 T.24 2.46 0.0157 0.0 22.000 0.346 Vel = 2.23 0.0 2.46 19.547 K Factor= 0.56 T.41 1.69 0.862 Utb 17.0 2.000 23.742 - to 150.0 0.0 14.000 0.0 T.39 1.69 0.0023 0.0 16.000 0.037 Vel = 0.93 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.5& H.7) 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.39 -0.55 0.671 Utb 17.0 1.000 23.779 to 150.0 0.0 17.000 0.0 H.18 1.14 0.0038 0.0 18.000 0.069 Vel = 1.03 H.18 0.0 0.671 Utr 2.0 16.000 23.848 to 150.0 0.0 2.000 0.0 H.19 1.14 0.0038 0.0 18.000 0.068 Vel = 1.03 H.19 0.0 0.671 Utb 17.0 19.000 23.916 to 150.0 Utr 2.0 19.000 0.0 T.34 1.14 0.0038 0.0 38.000 0.144 Vel = 1.03 T.34 0.92 0.862 Utb 17.0 2.000 24.060 to 150.0 0.0 14.000 0.0 T.35 2.06 0.0034 0.0 16.000 0.054 Vel = 1.13 0.0 2.06 24.114 K Factor= 0.42 T.39 0.55 0.671 Utb 17.0 2.000 23.779 to 150.0 0.0 17.000 0.0 T.38 0.55 0.0010 0.0 19.000 0.019 Vel = 0.50 T.38 0.0 0.671 Utr 2.0 7.000 23.798 to 150.0 0.0 2.000 0.0 T.37 0.55 0.0010 0.0 9.000 0.009 Vel = 0.50 T.37 -0.11 0.671 Utr 2.0 1.000 23.807 to 150.0 0.0 2.000 0.0 T.36 0.44 0.0007 0.0 3.000 0.002 Vel = 0.40 T.36 0.11 0.671 Utr 2.0 5.000 23.809 to 150.0 0.0 2.000 0.0 T.33 0.55 0.0010 0.0 7.000 0.007 Vel = 0.50 T.33 0.0 0.671 Utr 2.0 1.000 23.816 to 150.0 0.0 2.000 0.0 H.16 0.55 0.0010 0.0 3.000 0.003 Vel = 0.50 H.16 0.0 0.671 Utb 17.0 13.000 23.819 to 150.0 Utr 2.0 19.000 0.0 T.30 0.55 0.0010 0.0 32.000 0.031 Vel = 0.50 T.30 0.37 0.671 Utb 17.0 1.000 23.850 to 150.0 0.0 17.000 0.0 T.29 0.92 0.0026 0.0 18.000 0.046 Vel = 0.83 T.29 0.0 0.671 Utr 2.0 2.000 23.896 to 150.0 0.0 2.000 0.0 H.14 0.92 0.0025 0.0 4.000 0.010 Vel = 0.83 H.14 0.0 0.671 Utr 2.0 6.000 23.906 to 150.0 0.0 2.000 0.0 H.13 0.92 0.0026 0.0 8.000 0.021 Vel = 0.83 H.13 0.0 0.671 0.0 10.000 23.927 to 150.0 0.0 0.0 0.0 H.12 0.92 0.0026 0.0 10.000 0.026 Vel = 0.83 H.12 0.0 0.671 Utr 2.0 3.000 23.953 to 150.0 0.0 2.000 0.0 • T.28 0.92 0.0024 0.0 5.000 0.012 Vel = 0.83 T.28 0.0 0.671 Utr 2.0 15.000 23.965 to 150.0 0.0 2.000 0.0 H.15 0.92 0.0026 0.0 17.000 0.044 Vel = 0.83 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.5& H.7) 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.15 0.0 0.671 Utb 17.0 3.000 24.009 to 150.0 0.0 17.000 0.0 T.34 0.92 0.0025 0.0 20.000 0.051 Vel = 0.83 0.0 0.92 24.060 K Factor= 0.19 T.37 0.10 0.671 Utb 17.0 3.000 23.807 to 150.0 0.0 17.000 0.0 H.17 0.1 0.0 0.0 20.000 0.001 Vel = 0.09 H.17 0.0 0.671 Utb 17.0 4.000 23.808 to 150.0 Utr 2.0 19.000 0.0 T.36 0.1 0.0 0.0 23.000 0.001 Vel = 0.09 0.0 0.10 23.809 K Factor= 0.02 T.31 0.37 0.862 Utb 17.0 2.000 23.848 to 150.0 0.0 14.000 0.0 T.30 0.37 0.0001 0.0 16.000 0.002 Vel = 0.20 0.0 0.37 23.850 K Factor= 0.08 T.47 1.00 0.671 Utb 17.0 4.000 28.961 to 150.0 0.0 17.000 0.0 T.48 1.0 0.0030 0.0 21.000 0.062 Vel = 0.91 T.48 0.0 0.671 Utr 2.0 1.000 29.023 to 150.0 0.0 2.000 0.0 H.21 1.0 0.0030 0.0 3.000 0.009 Vel = 0.91 H.21 0.0 0.671 Utr 2.0 5.000 29.032 to 150.0 0.0 2.000 0.0 T.46 1.0 0.0030 0.0 7.000 0.021 Vel = 0.91 T.46 -0.22 0.671 Utr 2.0 2.000 29.053 to 150.0 0.0 2.000 0.0 T.45 0.78 0.0018 0.0 4.000 0.007 Vel = 0.71 T.45 0.22 0.671 Utr 2.0 1.000 29.060 to 150.0 Utb 17.0 19.000 0.0 T.44 1.0 0.0030 0.0 20.000 0.060 Vel = 0.91 0.0 1.00 29.120 K Factor= 0.19 T.46 0.22 0.671 Utb 17.0 3.000 29.053 to 150.0 Utr 2.0 19.000 0.0 H.20 0.22 0.0002 0.0 22.000 0.004 Vel = 0.20 H.20 0.0 0.671 Utb 17.0 3.000 29.057 to 150.0 0.0 17.000 0.0 T.45 0.22 0.0002 0.0 20.000 0.003 Vel = 0.20 0.0 0.22 29.060 K Factor= 0.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FOR OFFICE USE ONLY-SITE ADDRESS: /3o .=2,.5 S ( ei i 4--)41-jl/V--7' 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 Ni Transmittal Letter i i c,,t 1,D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439•www.ti d-or.gov TO: CDAT.. 'tFrIIIN $z DEPT: BUILDING DIMS ON f 'TV' JUL 26 ?w FROM: .�)(41_V'IIIN;,4-) pp COMPANY: DI 1Uc r'i'c..nZ _ , q x PHONE: SC 43- 8c3-4' 117S1 ll y RE: 13 O &( c . Wil- I`.1 r02.0/Cr —.ex/a 9 (Site Address) l (Permit Number) - Ji'lk il'\i-t 12-i-dtl i ♦ 7 (Project name or subdivisidn name an, r - mber) ATTACHED ARE THE FOLLOW r MS: Copies: Description:, ` Copies: _ Description: l' Additional set(s)of p .ns. , Revisions: Cross section(s) •R�, a' • () • Wall bracing and/or lateral analysis. Floor/roof framiBasement and retaining walls. Beam calculII/ ' Engineer's calculations. v' Other(e Ala1' re.�. 101, REMARKS: J FOR OFFICE USE ONLY Routed to P t' Techn ian: Date: Fees Due: �1' es 244 o Fee Description: Initialn ���' Amount Due: fit1 "SP/1/N�L> $ f g/. 9 0 /2`7v ..r-a4C//y $ /if,G,.3 $ Sp- ial 7-P7-61-4- $ /3 ,..5'3 Instructions: Reprint Permit(per PE): 0 Yes /�1 o ❑Done Applicant Notified:6y -cb Date: 7/Z7//6 E' /9-1 Initials:Initials: - 316.doc