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• 6'57'01,0 (--vv ter, • 13 ,Zo 1/1.177 „ k fi« uponor ` 1 IC`s; • %Uponor 5925 148th Street West ‘ .4\\\ Apple Valley, MN 55124 800-321-4739 Job Name : HIGHLAND HILLS-LOT 9-Two Head Calculation (H.19& H.18) Drawing : RESIDENTIAL Location : 13205 SW F- ODVISTA LANE TIGARD OR 97224 Remote Area : LOOPED Contract : 111019-43L Data File : 111019-43L Highland Hills Lot 9.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 HIGHLAND HILLS-LOT 9-Two Head Calculation (H.19&H.18) Date 10/31/2011 HYDRAULIC DESIGN INFORMATION SHEET Name - HIGHLAND HILLS-LOT 9 Date - 10/31/11 Location - TIGARD OR 97224 Building - RESIDENTIAL System No. - LOOPED Contractor - MISSION HOMES NW LLC Contract No. - 111019-43L Calculated By - DEVON HUYNH Drawing No. - 1 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 RELIABLE Model RFC49 I Elevation at Highest Outlet - 118 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.2224 Psi Required 46.67 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 60 Elev. R Residual (Psi) - 55 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 100 P Location: x P L Source of Information: CITY SUPPLY Y j w 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Uponor Page 2 HIGHLAND HILLS-LOT 9-Two Head Calculation (H.19& H.18) Date 10/31/2011 City Water Supply: Demand: Cl -Static Pressure : 60 D1 - Elevation : 7.796 C2- Residual Pressure: 55 D2-System Flow : 26.2224 C2- Residual Flow : 300 D2-System Pressure : 46.667 Hose(Adj City) Hose ( Demand) • D3-System Demand : 26.2224 Safety Margin : 13.278 150 140 130 P 120 R 110 - E 100 S 90 S 80 U 70 C1 R 60 ° e22 E 50 D2 e 40 30 20 10 0 - D1 ,... , ... 50 100 150 200 250 300 350 400 450 FLOW (N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 HIGHLAND HILLS-LOT 9-Two Head Calculation (H.19&H.18) Date 10/31/2011 Fitting Legend Abbrev. Name Y 3/4 1 11/4 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 6 6 9.08 12.88 13.22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr Aquapex Tee-Run 1 2 2 1.64 2.39 2.39 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 HIGHLAND HILLS-LOT 9-Two Head Calculation (H.19& H.18) Date 10/31/2011 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.945 26.22 46.667 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.19 118.0 4.9 7.04 13.0 H.29 118.0 8.24 T.54 118.0 8.64 H.30 118.0 8.84 T.51 118.0 9.37 T.49 108.0 14.08 H.24 108.0 14.27 T.53 108.0 14.43 T.52 108.0 14.48 H.27 108.0 14.7 H.26 108.0 14.95 T.44 108.0 15.24 H.12 108.0 15.55 H.1 108.0 16.21 T.37 108.0 17.14 T.36 108.0 17.54 S.1 104.0 24.41 MTR 100.0 36.25 STR 100.0 46.67 H.35 118.0 7.14 H.25 118.0 7.19 H.18 118.0 4.9 7.28 13.22 T.43 118.0 8.74 T.42 108.0 14.02 H.9 108.0 14.22 H.8 108.0 14.77 H.20 108.0 15.23 H.15 108.0 15.52 T.41 108.0 15.87 H.7 108.0 16.1 H.14 108.0 16.45 H.13 108.0 16.62 H.2 108.0 17.06 H.11 118.0 9.25 H.3 118.0 9.72 H.10 118.0 10.15 H.4 118.0 10.71 T.38 118.0 11.27 H.22 118.0 9.54 H.16 118.0 9.76 H.31 118.0 10.28 H.32 118.0 10.5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Flow Summary - NFPA 2007 Uponor Page 5 HIGHLAND HILLS-LOT 9-Two Head Calculation (H.19& H.18) Date 10/31/2011 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.45 118.0 10.79 H.21 108.0 14.03 T.47 108.0 14.03 H.34 108.0 14.04 T.56 108.0 14.06 H.33 108.0 14.06 T.50 108.0 14.08 H.28 108.0 14.46 H.23 118.0 10.87 H.17 118.0 11.0 H.6 118.0 11.12 H.5 118.0 11.23 T.39 118.0 11.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 HIGHLAND HILLS-LOT 9-Two Head Calculation (H.19 & H.18) Date 10/31/2011 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 10.38 0.862 1 Utr 2.0 16.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.29 10.38 0.0666 0.0 18.000 1.198 Vel= 5.71 H.29 0.0 0.862 1 Utr 2.0 4.000 8.238 to 150.0 0.0 2.000 0.0 T.54 10.38 0.0667 0.0 6.000 0.400 Vel= 5.71 T.54 0.0 0.862 0.0 3.000 8.638 to 150.0 0.0 0.0 0.0 H.30 10.38 0.0667 0.0 3.000 0.200 Vel= 5.71 H.30 0.0 0.862 1 Utr 2.0 6.000 8.838 to 150.0 0.0 2.000 0.0 T.51 10.38 0.0665 0.0 8.000 0.532 Vel= 5.71 T.51 -5.51 0.862 2Utb 12.0 11.000 9.370 to 150.0 0.0 12.000 4.331 T.49 4.87 0.0164 0.0 23.000 0.378 Vel= 2.68 T.49 1.04 0.862 1 Utr 2.0 6.000 14.079 to 150.0 0.0 2.000 0.0 H.24 5.91 0.0235 0.0 8.000 0.188 Vel= 3.25 H.24 0.0 0.862 1 Utr 2.0 5.000 14.267 to 150.0 0.0 2.000 0.0 T.53 5.91 0.0236 0.0 7.000 0.165 Vel= 3.25 T.53 -0.90 0.862 1 Utr 2.0 1.000 14.432 to 150.0 0.0 2.000 0.0 T.52 5.01 0.0173 0.0 3.000 0.052 Vel = 2.75 T.52 0.90 0.862 1 Utr 2.0 7.000 14.484 to 150.0 0.0 2.000 0.0 H.27 5.91 0.0234 0.0 9.000 0.211 Vel = 3.25 H.27 0.0 0.862 0.0 11.000 14.695 to 150.0 0.0 0.0 0.0 H.26 5.91 0.0235 0.0 11.000 0.259 Vel= 3.25 H.26 0.0 0.862 1 Utr 2.0 10.000 14.954 to 150.0 0.0 2.000 0.0 T.44 5.91 0.0235 0.0 12.000 0.282 Vel = 3.25 T.44 2.43 0.862 1 Utr 2.0 5.000 15.236 to 150.0 0.0 2.000 0.0 H.12 8.34 0.0443 0.0 7.000 0.310 Vel = 4.59 H.12 0.0 0.862 1 Utr 2.0 13.000 15.546 to 150.0 0.0 2.000 0.0 H.1 8.34 0.0444 0.0 15.000 0.666 Vel= 4.59 H.1 0.0 0.862 1 Utr 2.0 13.000 16.212 to 150.0 1 Utb 6.0 8.000 0.0 T.37 8.34 0.0444 0.0 21.000 0.932 Vel= 4.59 T.37 6.62 0.862 1 Utr 2.0 1.000 17.144 to 150.0 0.0 2.000 0.0 T.36 14.96 0.1310 0.0 3.000 0.393 Vel= 8.22 T.36 11.26 0.862 1T 7.528 9.000 17.537 to 150.0 1 Utr 2.0 4.904 1.732 S.1 26.22 0.3699 0.0 13.904 5.143 Vel = 14.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • Uponor Page 7 HIGHLAND HILLS-LOT 9-Two Head Calculation (H.19 & H.18) Date 10/31/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S.1 0.0 0.862 2E 7.528 25.000 24.412 to 150.0 0.0 2.323 1.732 MTR 26.22 0.3698 0.0 27.323 10.105 Vel= 14.41 MTR 0.0 0.995 1E 2.336 31.000 36.249 to 150.0 1T 5.841 9.345 3.000 * Fixed loss=3 STR 26.22 0.1839 1G 1.168 40.345 7.418 Vel = 10.82 0.0 26.22 46.667 K Factor= 3.84 H.19 2.62 0.862 1 Utr 2.0 18.000 7.040 to 150.0 0.0 2.000 0.0 H.35 2.62 0.0052 0.0 20.000 0.104 Vel= 1.44 H.35 0.0 0.862 0.0 9.000 7.144 to 150.0 0.0 0.0 0.0 H.25 2.62 0.0053 0.0 9.000 0.048 Vel= 1.44 H.25 0.0 0.862 1 Utr 2.0 15.000 7.192 to 150.0 0.0 2.000 0.0 H.18 2.62 0.0052 0.0 17.000 0.088 Vel= 1.44 H.18 13.22 0.862 1 Utr 2.0 8.000 7.280 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.43 15.84 0.1456 0.0 10.000 1.456 Vel = 8.71 T.43 -8.18 0.862 2Utb 12.0 13.000 8.736 to 150.0 0.0 12.000 4.331 T.42 7.66 0.0380 0.0 25.000 0.949 Vel= 4.21 T.42 -1.04 0.862 1 Utr 2.0 5.000 14.016 to 150.0 0.0 2.000 0.0 H.9 6.62 0.0289 0.0 7.000 0.202 Vel= 3.64 H.9 0.0 0.862 1 Utr 2.0 17.000 14.218 to 150.0 0.0 2.000 0.0 H.8 6.62 0.0290 0.0 19.000 0.551 Vel= 3.64 H.8 0.0 0.862 1 Utr 2.0 14.000 14.769 to 150.0 0.0 2.000 0.0 H.20 6.62 0.0289 0.0 16.000 0.463 Vel= 3.64 H.20 0.0 0.862 0.0 10.000 15.232 to 150.0 0.0 0.0 0.0 H.15 6.62 0.0290 0.0 10.000 0.290 Vel= 3.64 H.15 0.0 0.862 1 Utr 2.0 10.000 15.522 to 150.0 0.0 2.000 0.0 T.41 6.62 0.0290 0.0 12.000 0.348 Vel = 3.64 T.41 0.0 0.862 1 Utr 2.0 6.000 15.870 to 150.0 0.0 2.000 0.0 H.7 6.62 0.0290 0.0 8.000 0.232 Vel = 3.64 H.7 0.0 0.862 1 Utr 2.0 10.000 16.102 to 150.0 0.0 2.000 0.0 H.14 6.62 0.0289 0.0 12.000 0.347 Vel = 3.64 H.14 0.0 0.862 0.0 6.000 16.449 to 150.0 0.0 0.0 0.0 H.13 6.62 0.0290 0.0 6.000 0.174 Vel = 3.64 H.13 0.0 0.862 1 Utr 2.0 13.000 16.623 to 150.0 0.0 2.000 0.0 y H.2 6.62 0.0290 0.0 15.000 0.435 Vel = 3.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 HIGHLAND HILLS-LOT 9-Two Head Calculation (H.19& H.18) Date 10/31/2011 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 0.0 0.862 1 Utr 2.0 1.000 17.058 to 150.0 0.0 2.000 0.0 T.37 6.62 0.0287 0.0 3.000 0.086 Vel= 3.64 0.0 6.62 17.144 K Factor= 1.60 T.43 8.19 0.862 1 Utr 2.0 10.000 8.736 to 150.0 0.0 2.000 0.0 H.11 8.19 0.0430 0.0 12.000 0.516 Vel= 4.50 H.11 0.0 0.862 1 Utr 2.0 9.000 9.252 to 150.0 0.0 2.000 0.0 H.3 8.19 0.0429 0.0 11.000 0.472 Vel= 4.50 H.3 0.0 0.862 1 Utr 2.0 8.000 9.724 to 150.0 0.0 2.000 0.0 H.10 8.19 0.0429 0.0 10.000 0.429 Vel= 4.50 H.10 0.0 0.862 0.0 13.000 10.153 to 150.0 0.0 0.0 0.0 H.4 8.19 0.0429 0.0 13.000 0.558 Vel= 4.50 H.4 0.0 0.862 1 Utr 2.0 11.000 10.711 to 150.0 0.0 2.000 0.0 T.38 8.19 0.0429 0.0 13.000 0.558 Vel= 4.50 T.38 3.07 0.862 2Utb 12.0 13.000 11.269 to 150.0 0.0 12.000 4.331 T.36 11.26 0.0775 0.0 25.000 1.937 Vel = 6.19 0.0 11.26 17.537 K Factor= 2.69 T.51 5.50 0.862 1 Utr 2.0 6.000 9.370 to 150.0 0.0 2.000 0.0 H.22 5.5 0.0206 0.0 8.000 0.165 Vel = 3.02 H.22 0.0 0.862 1 Utr 2.0 9.000 9.535 to 150.0 0.0 2.000 0.0 H.16 5.5 0.0205 0.0 11.000 0.226 Vel= 3.02 H.16 0.0 0.862 1 Utr 2.0 23.000 9.761 to 150.0 0.0 2.000 0.0 H.31 5.5 0.0206 0.0 25.000 0.515 Vel = 3.02 H.31 0.0 0.862 0.0 11.000 10.276 to 150.0 0.0 0.0 0.0 H.32 5.5 0.0206 0.0 11.000 0.227 Vel = 3.02 H.32 0.0 0.862 1 Utr 2.0 12.000 10.503 to 150.0 0.0 2.000 0.0 T.45 5.5 0.0206 0.0 14.000 0.288 Vel= 3.02 T.45 -3.07 0.862 2Utb 12.0 13.000 10.791 to 150.0 0.0 12.000 4.331 T.44 2.43 0.0046 0.0 25.000 0.114 Vel= 1.34 0.0 2.43 15.236 K Factor= 0.62 T.42 1.04 0.862 1 Utr 2.0 9.000 14.016 to 150.0 0.0 2.000 0.0 H.21 1.04 0.0009 0.0 11.000 0.010 Vel= 0.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Hazen-Williams ' Uponor Page 9 HIGHLAND HILLS-LOT 9-Two Head Calculation (H.19& H.18) Date 10/31/2011 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 0.862 1 Utr 2.0 4.000 14.026 to 150.0 0.0 2.000 0.0 T.47 1.04 0.0010 0.0 6.000 0.006 Vel= 0.57 T.47 0.0 0.862 1 Utr 2.0 9.000 14.032 to 150.0 0.0 2.000 0.0 H.34 1.04 0.0009 0.0 11.000 0.010 Vel= 0.57 H.34 0.0 0.862 1 Utr 2.0 18.000 14.042 to 150.0 0.0 2.000 0.0 T.56 1.04 0.0010 0.0 20.000 0.019 Vel= 0.57 T.56 0.0 0.862 0.0 1.000 14.061 to 150.0 0.0 0.0 0.0 H.33 1.04 0.0010 0.0 1.000 0.001 Vel= 0.57 H.33 0.0 0.862 1 Utr 2.0 13.000 14.062 to 150.0 0.0 2.000 0.0 T.50 1.04 0.0009 0.0 15.000 0.014 Vel= 0.57 T.50 0.0 0.862 1 Utr 2.0 2.000 14.076 to 150.0 0.0 2.000 0.0 T.49 1.04 0.0008 0.0 4.000 0.003 Vel= 0.57 0.0 1.04 14.079 K Factor= 0.28 T.53 0.90 0.671 1 Utb 6.0 4.000 14.432 to 150.0 0.0 6.000 0.0 H.28 0.9 0.0024 0.0 10.000 0.024 Vel= 0.82 H.28 0.0 0.671 1 Utr 2.0 3.000 14.456 to 150.0 1 Utb 6.0 8.000 0.0 T.52 0.9 0.0025 0.0 11.000 0.028 Vel = 0.82 0.0 0.90 14.484 K Factor= 0.24 T.45 3.08 0.862 1 Utr 2.0 9.000 10.791 to 150.0 0.0 2.000 0.0 H.23 3.08 0.0071 0.0 11.000 0.078 Vel= 1.69 H.23 0.0 0.862 1 Utr 2.0 16.000 10.869 to 150.0 0.0 2.000 0.0 H.17 3.08 0.0070 0.0 18.000 0.126 Vel= 1.69 H.17 0.0 0.862 1 Utr 2.0 16.000 10.995 to 150.0 0.0 2.000 0.0 H.6 3.08 0.0071 0.0 18.000 0.127 Vel= 1.69 H.6 0.0 0.862 1 Utr 2.0 13.000 11.122 to 150.0 0.0 2.000 0.0 H.5 3.08 0.0070 0.0 15.000 0.105 Vel = 1.69 H.5 0.0 0.862 1 Utr 2.0 1.000 11.227 to 150.0 0.0 2.000 0.0 T.39 3.08 0.0070 0.0 3.000 0.021 Vel= 1.69 T.39 0.0 0.862 1 Utr 2.0 1.000 11.248 to 150.0 0.0 2.000 0.0 T.38 3.08 0.0070 0.0 3.000 0.021 Vel= 1.69 0.0 3.08 11.269 K Factor= 0.92 r Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams Uponor Page 10 HIGHLAND HILLS-LOT 9-Two Head Calculation (H.19&H.18) Date 10/31/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087