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frt sp,olCe- 0072(.. 005-9 S(,) FEB gi!, I I I AquaSAFETM FIRE SAFETY SYSTEM REVISION Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 iiir-.41111111)1111111Nro' ...11101911 2/2 1/1 7 Job Name : RIVER TERRACE -One Head Calculation (H.3) Drawing : RESIDENTIAL Location : BLDG 7 8 9 & 10 UNIT E-5 TIGARD OR 97223 Remote Area : 17 Contract : 19816F 017 Data File : 19816F 017 Bldg 7, 8, 9, 10, E-5.wx1 OFFICE COPY Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE- One Head Calculation (H.3) Date 2/21/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 2/21/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 17 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 017 Calculated By - EVAN BENEDICT Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9 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 - 10 Gpm System Type Listed Pres. at Start Point - 7.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLF37 I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 162 N Calculation Gpm Required 10 Psi Required 28.02 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 1/14/16 Rated Cap. T Time of Test - 11 AM @ Psi E Static (Psi) - 60 Elev. R Residual (Psi) - 55 Other Flow (Gpm) - 3650 S Elevation - 100 P Location: x P L Source of Information: WATER AUTHORITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C i . Uponor Page 2 RIVER TERRACE-One Head Calculation (H.3) Date 2/21/2017 ii City Water Supply: Demand: Cl -Static Pressure : 60 D1 - Elevation : 12.127 C2 - Residual Pressure: 55 D2 - System Flow : 9.997 C2 - Residual Flow : 3650 D2 - System Pressure : 28.023 Hose ( Demand ) D3- System Demand : 9.997 Safety Margin : 31.977 150 : 1.4 140 130 P 120 R 110 E 100 S 90 S 80 U 70 Cl R60 q tl C2 E 50 i ° 40 - _ «' 30 D2 20 10 o 01 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( NA1.85 ) ii Computer I rtograms by Hydratec Inc. Route 111 Windham N.H. USA 03087 al Fittings Used Summary Uponor Page 3 RIVER TERRACE- One Head Calculation (H.3) Date 2/21/2017 Fitting Legend Abbrev. Name % 'A 1 1'1A 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 ` RIVER TERRACE- One Head Calculation (H.3) Date 2/21/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 3650.0 60.0 10.0 28.023 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 128.0 3.7 7.3 10.0 H.5 128.0 8.03 T.29 128.0 8.29 H.8 128.0 8.71 T.31 128.0 9.65 T.28 118.0 14.11 T.27 108.0 18.8 S.1 104.0 21.05 MTR 100.0 26.65 STR 100.0 28.02 H.4 128.0 8.01 T.24 128.0 9.57 T.25 118.0 14.09 T.30 108.0 18.74 T.34 128.0 9.65 H.9 128.0 9.67 H.12 128.0 9.71 T.40 128.0 9.78 H.19 128.0 9.8 H.18 128.0 9.81 T.48 128.0 9.82 T.47 118.0 14.18 T.45 108.0 18.55 H.15 108.0 18.69 T.42 108.0 18.72 14.41_: 128 4.71 T.39 128.0 9.72 H.13 128.0 9.74 H.20 128.0 9.77 T.26 118.0 14.1 H.6 118.0 14.14 T.35 118.0 14.16 T.43 118.0 14.2 T.44 108.0 18.55 H.14 108.0 18.61 T.41 108.0 18.64 H.1 118.0 14.11 H.2 118.0 14.11 T.23 118.0 14.11 T.38 118.0 14.11 H.17 118.0 14.14 T.46 118.0 14.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 RIVER TERRACE -One Head Calculation (H.3) Date 2/21/2017 NODE ANALYSIS(cont) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.49 118.0 14.18 H.22 118.0 14.18 H.16 118.0 14.19 H.7 118.0 14.11 T.32 118.0 14.11 T.33 118.0 14.11 H.10 118.0 14.11 H.21 108.0 18.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 RIVER TERRACE -One Head Calculation (H.3) Date 2/21/2017 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.3 4.70 0.671 Utr 2.0 12.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 H.5 4.7 0.0521 0.0 14.000 0.730 Vel = 4.26 H.5 0.0 0.671 Utr 2.0 3.000 8.030 to 150.0 0.0 2.000 0.0 T.29 4.7 0.0522 0.0 5.000 0.261 Vel = 4.26 T.29 0.0 0.671 Utr 2.0 6.000 8.291 to 150.0 0.0 2.000 0.0 H.8 4.7 0.0521 0.0 8.000 0.417 Vel = 4.26 H.8 0.0 0.671 Utb 17.0 1.000 8.708 to 150.0 0.0 17.000 0.0 T.31 4.7 0.0522 0.0 18.000 0.939 Vel = 4.26 T.31 -0.89 0.862 0.0 13.000 9.647 to 150.0 0.0 0.0 4.331 T.28 3.81 0.0105 0.0 13.000 0.136 Vel = 2.09 T.28 0.16 0.862 Utr 2.0 15.266 14.114 to 150.0 Utb 17.0 16.000 4.331 T.27 3.97 0.0112 0.0 31.266 0.351 Vel = 2.18 T.27 6.03 1.054 Utr 4.0 16.000 18.796 to 150.0 T 2.44 6.440 1.732 S.1 10.0 0.0234 0.0 22.440 0.524 Vel = 3.68 S.1 0.0 1.244 2E 3.443 80.000 21.052 to 150.0 0.0 3.443 4.732 ** Fixed Loss = 3 MTR 10.0 0.0104 0.0 83.443 0.869 Vel = 2.64 MTR 0.0 0.995 E 2.336 35.000 26.653 to 150.0 T 5.841 9.345 0.0 STR 10.0 0.0309 G 1.168 44.345 1.370 Vel = 4.13 0.0 10.00 28.023 K Factor= 1.89 H.3 5.29 0.671 Utr 2.0 9.000 7.300 to 150_II �A- 2.000 0-0 . H.4 5.29 0.0649 0.0 11.000 0.714 Vel = 4.80 H.4 0.0 0.671 Utb 17.0 7.000 8.014 to 150.0 0.0 17.000 0.0 T.24 5.29 0.0648 0.0 24.000 1.556 Vel = 4.80 T.24 -1.05 0.862 Utr 2.0 13.000 9.570 to 150.0 0.0 2.000 4.331 T.25 4.24 0.0127 0.0 15.000 0.191 Vel = 2.33 T.25 -0.90 0.862 Utb 17.0 25.000 14.092 to 150.0 0.0 14.000 4.331 T.30 3.34 0.0082 0.0 39.000 0.318 Vel = 1.84 T.30 2.69 1.054 Utr 4.0 2.000 18.741 to 150.0 0.0 4.000 0.0 T.27 6.03 0.0092 0.0 6.000 0.055 Vel = 2.22 0.0 6.03 18.796 K Factor= 1.39 T.24 1.05 0.671 Utr 2.0 6.000 9.570 to 150.0 Utb 17.0 19.000 0.0 T.34 1.05 0.0033 0.0 25.000 0.082 Vel = 0.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams , Uponor Page 7 RIVER TERRACE -One Head Calculation (H.3) Date 2/21/2017 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 0.0 0.671 Utr 2.0 4.000 9.652 to 150.0 0.0 2.000 0.0 H.9 1.05 0.0033 0.0 6.000 0.020 Vel = 0.95 H.9 0.0 0.671 Utr 2.0 11.000 9.672 to 150.0 0.0 2.000 0.0 H.12 1.05 0.0032 0.0 13.000 0.042 Vel = 0.95 H.12 0.0 0.671 Utb 17.0 2.000 9.714 to 150.0 0.0 17.000 0.0 T.40 1.05 0.0033 0.0 19.000 0.062 Vel = 0.95 T.40 -0.59 0.671 Utb 17.0 16.000 9.776 to 150.0 Utr 2.0 19.000 0.0 H.19 0.46 0.0007 0.0 35.000 0.026 Vel = 0.42 H.19 0.0 0.671 Utr 2.0 9.000 9.802 to 150.0 0.0 2.000 0.0 H.18 0.46 0.0006 0.0 11.000 0.007 Vel = 0.42 H.18 0.0 0.671 Utb 17.0 3.000 9.809 to 150.0 0.0 17.000 0.0 T.48 0.46 0.0008 0.0 20.000 0.015 Vel = 0.42 T.48 0.90 0.862 0.0 14.000 9.824 to 150.0 0.0 0.0 4.331 T.47 1.36 0.0015 0.0 14.000 0.021 Vel = 0.75 T.47 0.28 0.862 Utr 2.0 16.000 14.176 to 150.0 0.0 2.000 4.331 T.45 1.64 0.0022 0.0 18.000 0.040 Vel = 0.90 T.45 -0.03 0.671 Utb 17.0 3.000 18.547 to 150.0 0.0 17.000 0.0 H.15 1.61 0.0071 0.0 20.000 0.143 Vel = 1.46 1 H.15 0.0 0.671 Utr 2.0 2.000 18.690 to 150.0 0.0 2.000 0.0 T.42 1.61 0.0072 0.0 4.000 0.029 Vel = 1.46 T.42 1.08 1.054 0.0 11.000 18.719 to 150.0 0.0 0.0 0.0 T.30 2.69 0.0020 0.0 11.000 0.022 Vel = 0.99 0.0 2.69 18.741 K Factor= 0.62 T.31 0.89 0.671 Utb 17.0 8.000 9.647 to 150.0 Utr 2.0 19.000 0.0 H.11 0.89 0.0024 0.0 27.000 0.066 Vel = 0.81 H.11 0.0 0.671 Utr 2.0 3.000 9.713 to 150.0 0.0 2.000 0.0 T.39 0.89 0.0024 0.0 5.000 0.012 Vel = 0.81 T.39 0.0 0.671 Utr 2.0 4.000 9.725 to 150.0 0.0 2.000 0.0 H.13 0.89 0.0023 0.0 6.000 0.014 Vel = 0.81 H.13 0.0 0.671 Utr 2.0 12.000 9.739 to 150.0 0.0 2.000 0.0 H.20 0.89 0.0024 0.0 14.000 0.034 Vel = 0.81 H.20 0.0 0.671 Utb 17.0 4.000 9.773 to 150.0 0.0 17.000 0.0 T.48 0.89 0.0024 0.0 21.000 0.051 Vel = 0.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 ' RIVER TERRACE -One Head Calculation (H.3) Date 2/21/2017 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 0.89 9.824 K Factor= 0.28 T.25 0.90 0.862 Utb 17.0 3.802 14.092 to 150.0 0.0 14.000 0.0 T.26 0.9 0.0007 0.0 17.802 0.013 Vel = 0.49 T.26 -0.18 0.671 Utb 17.0 4.000 14.105 to 150.0 Utr 2.0 19.000 0.0 H.6 0.72 0.0016 0.0 23.000 0.037 Vel = 0.65 H.6 0.0 0.671 Utr 2.0 6.000 14.142 to 150.0 0.0 2.000 0.0 T.35 0.72 0.0016 0.0 8.000 0.013 Vel = 0.65 T.35 0.0 0.671 Utb 17.0 9.000 14.155 to 150.0 0.0 17.000 0.0 T.43 0.72 0.0017 0.0 26.000 0.043 Vel = 0.65 T.43 0.33 0.862 0.0 19.000 14.198 to 150.0 0.0 0.0 4.331 T.44 1.05 0.0009 0.0 19.000 0.018 Vel = 0.58 T.44 0.03 0.671 Utb 17.0 2.000 18.547 to 150.0 0.0 17.000 0.0 H.14 1.08 0.0034 0.0 19.000 0.065 Vel = 0.98 H.14 0.0 0.671 Utr 2.0 5.000 18.612 to 150.0 0.0 2.000 0.0 T.41 1.08 0.0034 0.0 7.000 0.024 Vel = 0.98 T.41 0.0 0.671 Utb 17.0 5.000 18.636 to 150.0 Utr 2.0 19.000 0.0 T.42 1.08 0.0035 0.0 24.000 0.083 Vel = 0.98 0.0 1.08 18.719 K Factor= 0.25 T.26 0.18 0.671 Utb 17.0 14.000 14.105 to 150.0 0.0 17.000 0.0 14_1 11113 0.0004 t a 34 $:103 v- - = H.1 0.0 0.671 Utr 2.0 10.000 14.108 to 150.0 0.0 2.000 0.0 H.2 0.18 0.0002 0.0 12.000 0.002 Vel = 0.16 H.2 0.0 0.671 Utb 17.0 12.000 14.110 to 150.0 0.0 17.000 0.0 T.23 0.18 0.0001 0.0 29.000 0.003 Vel = 0.16 T.23 -0.02 0.862 Utb 17.0 4.000 14.113 to 150.0 0.0 14.000 0.0 T.28 0.16 0.0001 0.0 18.000 0.001 Vel = 0.09 0.0 0.16 14.114 K Factor= 0.04 T.40 0.59 0.862 0.0 18.000 9.776 to 150.0 0.0 0.0 4.331 T.38 0.59 0.0003 0.0 18.000 0.006 Vel = 0.32 T.38 0.02 0.671 Utb 17.0 8.000 14.113 to 150.0 Utr 2.0 19.000 0.0 H.17 0.61 0.0012 0.0 27.000 0.032 Vel = 0.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 RIVER TERRACE -One Head Calculation (H.3) Date 2/21/2017 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 0.0 0.671 Utb 17.0 8.000 14.145 to 150.0 0.0 17.000 0.0 T.46 0.61 0.0012 0.0 25.000 0.030 Vel = 0.55 T.46 -0.28 0.671 Utr 2.0 2.000 14.175 to 150.0 Utb 17.0 19.000 0.0 T.49 0.33 0.0004 0.0 21.000 0.008 Vel = 0.30 T.49 0.0 0.671 0.0 3.000 14.183 to 150.0 0.0 0.0 0.0 H.22 0.33 0.0003 0.0 3.000 0.001 Vel = 0.30 H.22 0.0 0.671 Utr 2.0 12.000 14.184 to 150.0 0.0 2.000 0.0 H.16 0.33 0.0004 0.0 14.000 0.005 Vel = 0.30 H.16 0.0 0.671 Utb 17.0 4.000 14.189 to 150.0 Utr 2.0 19.000 0.0 T.43 0.33 0.0004 0.0 23.000 0.009 Vel = 0.30 0.0 0.33 14.198 K Factor= 0.09 T.23 0.02 0.671 Utb 17.0 4.000 14.113 to 150.0 Utr 2.0 19.000 0.0 H.7 0.02 0.0 0.0 23.000 0.0 Vel = 0.02 H.7 0.0 0.671 Utr 2.0 3.000 14.113 to 150.0 0.0 2.000 0.0 T.32 0.02 0.0 0.0 5.000 0.0 Vel = 0.02 T.32 0.0 0.671 Utr 2.0 1.000 14.113 to 150.0 0.0 2.000 0.0 T.33 0.02 0.0 0.0 3.000 0.0 Vel = 0.02 T.33 -0.02 0.671 Utb 17.0 7.000 14.113 to 150.0 0.0 17.000 0.0 H.10 0.0 0.0 0.0 24.000 0.0 Vel = 0 H.10 0.0 0.671 Utb 17.0 8.000 14.113 to 150.0 Utr 2.0 19.000 0.0 T.32 0.0 0.0 0.0 27.000 0.0 Vel = 0 0.0 0.0 14.113 K Factor= 0 T.33 0.02 0.671 Utb 17.0 6.000 14.113 to 150.0 0.0 17.000 0.0 T.38 0.02 0.0 0.0 23.000 0.0 Vel = 0.02 0.0 0.02 14.113 K Factor= 0.01 T.46 0.28 0.862 Utb 17.0 5.000 14.175 to 150.0 0.0 14.000 0.0 T.47 0.28 0.0001 0.0 19.000 0.001 Vel = 0.15 0.0 0.28 14.176 K Factor= 0.07 T.45 0.03 0.671 Utb 17.0 14.000 18.547 to 150.0 0.0 17.000 0.0 H.21 0.03 0.0 0.0 31.000 0.0 Vel = 0.03 H.21 0.0 0.671 Utb 17.0 7.000 18.547 to 150.0 Utr 2.0 19.000 0.0 T.44 0.03 0.0 0.0 26.000 0.0 Vel = 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 10 RIVER TERRACE- One Head Calculation (H.3) Date 2/21/2017 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 0.03 18.547 K Factor= 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Ern k) ') 71/ °' I I AquaSAFETM FIRE SAFETY SYSTEM REVISION Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 - - — 2/2 1/1 7 Job Name : RIVER TERRACE-Two Head Calculation (H.5 & H.3) Drawing : RESIDENTIAL Location : BLDG 7 8 9 & 10 UNIT E-5 TIGARD OR 97223 Remote Area : 17 Contract : 19816F 017 Data File : 19816F 017 Bldg 7, 8, 9, 10, E-5.wx2 OFFICE COPY Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE-Two Head Calculation (H.5 & H.3) Date 2/21/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 2/21/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 17 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 017 Calculated By - EVAN BENEDICT Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9 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 - 10 Gpm System Type Listed Pres. at Start Point - 7.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLF37 I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 162 N Calculation Gpm Required 19.9974 Psi Required 41.2 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 1/14/16 Rated Cap. T Time of Test - 11 AM @ Psi E Static (Psi) - 60 Elev. R Residual (Psi) - 55 Other Flow (Gpm) - 3650 S Elevation - 100 P Location: x 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 RIVER TERRACE-Two Head Calculation (H.5 & H.3) 1 Date 2/21/2017 City Water Supply: Demand: Cl - Static Pressure : 60 D1 - EI Elevation . 12.127 C2 - Residual Pressure: 55 D2 -System Flow : 19.997 C2- Residual Flow : 3650 D2 - System Pressure : 41.197 Hose ( Demand ) D3- System Demand : 19.997 Safety Margin : 18.802 I 150 •1 140 130 p120 R110 E 100 S 90 S 80 U 70 C1 R60 ° - — C2 E 50 0 D2 40 30 20 10 ° D1 'F N 400 800 1200 1600 2000 2400 2800 3200 3600 IFLOW( N ^ 1.85 ) Computer F,rtograms by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 RIVER TERRACE -Two Head Calculation (H.5 & H.3) Date 2/21/2017 Fitting Legend Abbrev. Name % 3 1 1% 11/2 2 21/2 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 RIVER TERRACE -Two Head Calculation (H.5 & H.3) Date 2/21/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 3650.0 60.0 20.0 41.197 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 128.0 3.7 7.3 10.0 H.4 128.0 9.47 T.24 128.0 14.22 T.25 118.0 19.14 T.30 108.0 24.58 T.27 108.0 24.77 S.1 104.0 28.39 MTR 100.0 36.26 STR 100.0 41.2 H.5 128.0 3.7 7.3 10.0 T.29 128.0 8.42 H.8 128.0 10.21 T.31 128.0 14.24 T.28 118.0 19.15 T.34 128.0 14.46 H.9 128.0 14.51 H.12 128.0 14.64 T.40 128.0 14.82 H.19 128.0 14.9 H.18 128.0 14.93 T.48 128.0 14.97 T.47 118.0 19.39 T.45 108.0 23.87 H.15 108.0 24.39 T.42 108.0 24.5 ffifiT -12$Q 14 T.39 128.0 14.56 H.13 128.0 14.62 H.20 128.0 14.76 T.26 118.0 19.16 H.6 118.0 19.29 T.35 118.0 19.33 T.43 118.0 19.47 T.44 108.0 23.87 H.14 108.0 24.11 T.41 108.0 24.2 T.38 118.0 19.16 H.17 118.0 19.28 T.46 118.0 19.38 T.49 118.0 19.41 H.22 118.0 19.42 H.16 118.0 19.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 RIVER TERRACE -Two Head Calculation (H.5& H.3) Date 2/21/2017 ` NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.23 118.0 19.15 H.7 118.0 19.16 T.32 118.0 19.16 T.33 118.0 19.16 H.2 118.0 19.16 H.1 118.0 19.16 H.10 118.0 19.16 H.21 108.0 23.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 • RIVER TERRACE-Two Head Calculation (H.5& H.3) Date 2/21/2017 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.3 9.67 0.671 Utr 2.0 9.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 H.4 9.67 0.1976 0.0 11.000 2.174 Vel = 8.77 H.4 0.0 0.671 Utb 17.0 7.000 9.474 to 150.0 0.0 17.000 0.0 T.24 9.67 0.1977 0.0 24.000 4.745 Vel = 8.77 T.24 -1.88 0.862 Utr 2.0 13.000 14.219 to 150.0 0.0 2.000 4.331 T.25 7.79 0.0392 0.0 15.000 0.588 Vel = 4.28 T.25 -1.23 0.862 Utb 17.0 25.000 19.138 to 150.0 0.0 14.000 4.331 T.30 6.56 0.0285 0.0 39.000 1.110 Vel = 3.61 T.30 5.42 1.054 Utr 4.0 2.000 24.579 to 150.0 0.0 4.000 0.0 T.27 11.98 0.0325 0.0 6.000 0.195 Vel = 4.41 T.27 8.02 1.054 Utr 4.0 16.000 24.774 to 150.0 T 2.44 6.440 1.732 S.1 20.0 0.0841 0.0 22.440 1.888 Vel = 7.35 S.1 0.0 1.244 2E 3.443 80.000 28.394 to 150.0 0.0 3.443 4.732 ** Fixed Loss= 3 MTR 20.0 0.0375 0.0 83.443 3.132 Vel = 5.28 MTR 0.0 0.995 E 2.336 35.000 36.258 to 150.0 T 5.841 9.345 0.0 STR 20.0 0.1114 G 1.168 44.345 4.939 Vel = 8.25 0.0 20.00 41.197 K Factor= 3.12 H.3 0.33 0.671 Utr 2.0 12.000 7.300 to 150.0 0.0 2.000 0.0 H.5 0.33 0.0004 0.0 14.000 0.005 Vel = 0.30 H.5 10.00 0.671 Utr 2.0 3.000 7.305 K Factor= 3.70 3K4 1 Z-@©9 11.0 T.29 10.33 0.2236 0.0 5.000 1.118 Vel = 9.37 T.29 0.0 0.671 Utr 2.0 6.000 8.423 to 150.0 0.0 2.000 0.0 H.8 10.33 0.2236 0.0 8.000 1.789 Vel = 9.37 H.8 0.0 0.671 Utb 17.0 1.000 10.212 to 150.0 0.0 17.000 0.0 T.31 10.33 0.2236 0.0 18.000 4.024 Vel = 9.37 T.31 -1.94 0.862 0.0 13.000 14.236 to 150.0 0.0 0.0 4.331 T.28 8.39 0.0449 0.0 13.000 0.584 Vel = 4.61 T.28 -0.37 0.862 Utr 2.0 15.266 19.151 to 150.0 Utb 17.0 16.000 4.331 T.27 8.02 0.0413 0.0 31.266 1.292 Vel = 4.41 0.0 8.02 24.774 K Factor= 1.61 T.24 1.87 0.671 Utr 2.0 6.000 14.219 to 150.0 Utb 17.0 19.000 0.0 T.34 1.87 0.0095 0.0 25.000 0.237 Vel = 1.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams . Uponor Page 7 RIVER TERRACE -Two Head Calculation (H.5 & H.3) Date 2/21/2017 ' 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 0.0 0.671 Utr 2.0 4.000 14.456 to 150.0 0.0 2.000 0.0 H.9 1.87 0.0095 0.0 6.000 0.057 Vel = 1.70 H.9 0.0 0.671 Utr 2.0 11.000 14.513 to 150.0 0.0 2.000 0.0 H.12 1.87 0.0095 0.0 13.000 0.123 Vel = 1.70 H.12 0.0 0.671 Utb 17.0 2.000 14.636 to 150.0 0.0 17.000 0.0 T.40 1.87 0.0095 0.0 19.000 0.181 Vel = 1.70 T.40 -0.99 0.671 Utb 17.0 16.000 14.817 to 150.0 Utr 2.0 19.000 0.0 H.19 0.88 0.0024 0.0 35.000 0.083 Vel = 0.80 H.19 0.0 0.671 Utr 2.0 9.000 14.900 to 150.0 0.0 2.000 0.0 H.18 0.88 0.0024 0.0 11.000 0.026 Vel = 0.80 H.18 0.0 0.671 Utb 17.0 3.000 14.926 to 150.0 0.0 17.000 0.0 T.48 0.88 0.0024 0.0 20.000 0.047 Vel = 0.80 T.48 1.94 0.862 0.0 14.000 14.973 to 150.0 0.0 0.0 4.331 T.47 2.82 0.0060 0.0 14.000 0.084 Vel = 1.55 T.47 0.52 0.862 Utr 2.0 16.000 19.388 to 150.0 0.0 2.000 4.331 T.45 3.34 0.0082 0.0 18.000 0.147 Vel = 1.84 T.45 -0.10 0.671 Utb 17.0 3.000 23.866 to 150.0 0.0 17.000 0.0 H.15 3.24 0.0262 0.0 20.000 0.525 Vel = 2.94 H.15 0.0 0.671 Utr 2.0 2.000 24.391 to 150.0 0.0 2.000 0.0 T.42 3.24 0.0262 0.0 4.000 0.105 Vel = 2.94 T.42 2.18 1.054 0.0 11.000 24.496 to 150.0 0.0 0.0 0.0 T.30 5.42 0.0075 0.0 11.000 0.083 Vel = 1.99 0.0 5.42 24.579 K Factor= 1.09 T.31 1.94 0.671 Utb 17.0 8.000 14.236 to 150.0 Utr 2.0 19.000 0.0 H.11 1.94 0.0101 0.0 27.000 0.273 Vel = 1.76 H.11 0.0 0.671 Utr 2.0 3.000 14.509 to 150.0 0.0 2.000 0.0 T.39 1.94 0.0100 0.0 5.000 0.050 Vel = 1.76 T.39 0.0 0.671 Utr 2.0 4.000 14.559 to 150.0 0.0 2.000 0.0 H.13 1.94 0.0102 0.0 6.000 0.061 Vel = 1.76 H.13 0.0 0.671 Utr 2.0 12.000 14.620 to 150.0 0.0 2.000 0.0 H.20 1.94 0.0101 0.0 14.000 0.141 Vel = 1.76 H.20 0.0 0.671 Utb 17.0 4.000 14.761 to 150.0 0.0 17.000 0.0 T.48 1.94 0.0101 0.0 21.000 0.212 Vel = 1.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 RIVER TERRACE-Two Head Calculation (H.5 & H.3) Date 2/21/2017 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 1.94 14.973 K Factor= 0.50 T.25 1.24 0.862 Utb 17.0 3.802 19.138 to 150.0 0.0 14.000 0.0 T.26 1.24 0.0013 0.0 17.802 0.023 Vel = 0.68 T.26 0.15 0.671 Utb 17.0 4.000 19.161 to 150.0 Utr 2.0 19.000 0.0 H.6 1.39 0.0055 0.0 23.000 0.126 Vel = 1.26 H.6 0.0 0.671 Utr 2.0 6.000 19.287 to 150.0 0.0 2.000 0.0 T.35 1.39 0.0055 0.0 8.000 0.044 Vel = 1.26 T.35 0.0 0.671 Utb 17.0 9.000 19.331 to 150.0 0.0 17.000 0.0 T.43 1.39 0.0055 0.0 26.000 0.142 Vel = 1.26 T.43 0.69 0.862 0.0 19.000 19.473 to 150.0 0.0 0.0 4.331 T.44 2.08 0.0034 0.0 19.000 0.065 Vel = 1.14 T.44 0.10 0.671 Utb 17.0 2.000 23.869 to 150.0 0.0 17.000 0.0 H.14 2.18 0.0125 0.0 19.000 0.238 Vel = 1.98 H.14 0.0 0.671 Utr 2.0 5.000 24.107 to 150.0 0.0 2.000 0.0 I T.41 2.18 0.0126 0.0 7.000 0.088 Vel = 1.98 T.41 0.0 0.671 Utb 17.0 5.000 24.195 to 150.0 Utr 2.0 19.000 0.0 T.42 2.18 0.0125 0.0 24.000 0.301 Vel = 1.98 0.0 2.18 24.496 K Factor= 0.44 T.40 0.99 0.862 0.0 18.000 14.817 to 150.0 0.0 0.0 4.331 T.38 0.99 0.0008 0.0 t 0-:015 =4454 _ - T.38 0.22 0.671 Utb 17.0 8.000 19.163 to 150.0 Utr 2.0 19.000 0.0 H.17 1.21 0.0042 0.0 27.000 0.114 Vel = 1.10 H.17 0.0 0.671 Utb 17.0 8.000 19.277 to 150.0 0.0 17.000 0.0 T.46 1.21 0.0042 0.0 25.000 0.106 Vel = 1.10 T.46 -0.52 0.671 Utr 2.0 2.000 19.383 to 150.0 Utb 17.0 19.000 0.0 T.49 0.69 0.0015 0.0 21.000 0.031 Vel = 0.63 T.49 0.0 0.671 0.0 3.000 19.414 to 150.0 0.0 0.0 0.0 H.22 0.69 0.0013 0.0 3.000 0.004 Vel = 0.63 H.22 0.0 0.671 Utr 2.0 12.000 19.418 to 150.0 0.0 2.000 0.0 H.16 0.69 0.0015 0.0 14.000 0.021 Vel = 0.63 H.16 0.0 0.671 Utb 17.0 4.000 19.439 to 150.0 Utr 2.0 19.000 0.0 T.43 0.69 0.0015 0.0 23.000 0.034 Vel = 0.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 RIVER TERRACE -Two Head Calculation (H.5& H.3) Date 2/21/2017 ' 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 0.69 19.473 K Factor= 0.16 T.28 0.38 0.862 Utb 17.0 4.000 19.151 to 150.0 0.0 14.000 0.0 T.23 0.38 0.0002 0.0 18.000 0.003 Vel = 0.21 T.23 -0.16 0.671 Utb 17.0 4.000 19.154 to 150.0 Utr 2.0 19.000 0.0 H.7 0.22 0.0002 0.0 23.000 0.004 Vel = 0.20 H.7 0.0 0.671 Utr 2.0 3.000 19.158 to 150.0 0.0 2.000 0.0 T.32 0.22 0.0002 0.0 5.000 0.001 Vel = 0.20 T.32 -0.04 0.671 Utr 2.0 1.000 19.159 to 150.0 0.0 2.000 0.0 T.33 0.18 0.0 0.0 3.000 0.0 Vel = 0.16 T.33 0.04 0.671 Utb 17.0 6.000 19.159 to 150.0 0.0 17.000 0.0 T.38 0.22 0.0002 0.0 23.000 0.004 Vel = 0.20 0.0 0.22 19.163 K Factor= 0.05 T.23 0.16 0.671 Utb 17.0 12.000 19.154 to 150.0 0.0 17.000 0.0 H.2 0.16 0.0001 0.0 29.000 0.003 Vel = 0.15 H.2 0.0 0.671 Utr 2.0 10.000 19.157 to 150.0 0.0 2.000 0.0 H.1 0.16 0.0001 0.0 12.000 0.001 Vel = 0.15 H.1 0.0 0.671 Utb 17.0 14.000 19.158 to 150.0 0.0 17.000 0.0 T.26 0.16 0.0001 0.0 31.000 0.003 Vel = 0.15 0.0 0.16 19.161 K Factor= 0.04 T.32 0.04 0.671 Utb 17.0 8.000 19.159 to 150.0 Utr 2.0 19.000 0.0 H.10 0.04 0.0 0.0 27.000 0.0 Vel = 0.04 H.10 0.0 0.671 Utb 17.0 7.000 19.159 to 150.0 0.0 17.000 0.0 T.33 0.04 0.0 0.0 24.000 0.0 Vel = 0.04 0.0 0.04 19.159 K Factor= 0.01 T.46 0.52 0.862 Utb 17.0 5.000 19.383 to 150.0 0.0 14.000 0.0 T.47 0.52 0.0003 0.0 19.000 0.005 Vel = 0.29 0.0 0.52 19.388 K Factor= 0.12 T.45 0.10 0.671 Utb 17.0 14.000 23.866 to 150.0 0.0 17.000 0.0 H.21 0.1 0.0001 0.0 31.000 0.002 Vel = 0.09 H.21 0.0 0.671 Utb 17.0 7.000 23.868 to 150.0 Utr 2.0 19.000 0.0 T.44 0.1 0.0 0.0 26.000 0.001 Vel = 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 10 RIVER TERRACE-Two Head Calculation (H.5 & H.3) Date 2/21/2017 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 0.10 23.869 K Factor= 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 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 1111 Transmittal Letter Tl rrvt,D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: City of Tigard DATE RECEIVED DEPT: BUILDING DIVISION FROM: Gavin Thomes COMPANY: Alliance Plumbing 4 PHONE: (503)492-3490 B _ RE: 17059 SW Jean Louise Road MST2016-00336 (Site Address) (Permit Number) West River Terrace lot 24 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. 2 Revisions: Fire Sprinkler Plans Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: Change to the previously submitted fire sprinkler plan to account for increase in meter size from 5/8" to 1" FOR OFFICE USE ONLY Routed to Permit Technician: Date: 3//e1/7 Initials: 5 Fees Due: pcYes (l No Fee Description: Amount Due: ,-�P.'G. P1#N /-/Yk<J $ c/5: O $ $ $ Special /°1qy 40/77-/ /f-cep 7—: Instructions: Reprint Permit(per PE): ❑ Yes to n Done Applicant Notified: �N(-/, " Date: //ze/j7 e7,--1r1--,4. Initials:l - L\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012