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Mai 2-©(,g- oa2^'Z(o sw !Wk. I here by certify that this plan, specification or report was prepared by me or under my direct supervision and that I am NICET RECE! ' 1 Certified at Level IV. DEC 17 ZulJ Brent D Kotula CITY OF TIGARD BUILDING DIVISION Date: 8/13/19 Req. No. 113889 (openly AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE, K-8-One Head Calculation (H.3) Drawing : RESIDENTIAL Location : TIGARD OR Remote Area : 1 Contract : U190812-01 Data File : U190812-01 Roshak at River Terrace K-8.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 ROSHAK AT RIVER TERRACE, K-8- One Head Calculation (H.3) Date 8/13/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE K-8 Date - 8-13-2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - U190812-01 Calculated By - NOAH EAKMAN Drawing No. - x Construction: (X) Combustible ( ) Non-Combustible Ceiling Height x 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 - 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 Model RC-RES I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 13 Psi Required 28.52 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 55 Elev. R Residual (Psi) - 50 Other Flow (Gpm) - 300 S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydrated Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor Page 2 ROSHAK AT RIVER TERRACE, K-8 - One Head Calculation (H.3) Date 8/13/2019 City Water Supply: Demand: Cl - Static Pressure : 55 D1 - Elevation : 12.127 C2 - Residual Pressure: 50 D2 -System Flow : 13.001 C2 - Residual Flow : 300 D2 -System Pressure : 28.522 Hose ( Demand ) D3 -System Demand : 13.001 Safety Margin : 26.463 150 140 130 i P 120 R 110 ' E 100 S 90 S 80 U 70 R 60 Cl - C2 E 50 . o 40 s. D2 30 20 10 o D1 ,..... .... .... .... . . . . I . . . . . . . I . . . . . I . . . . 50 100 150 200 250 300 350 400 450 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 ROSHAK AT RIVER TERRACE, K-8-One Head Calculation (H.3) Date 8/13/2019 Fitting Legend Abbrev. Name 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 - 1 Flow Summary - NFPA 2007 Uponor Page 4 ROSHAK AT RIVER TERRACE, K-8-One Head Calculation (H.3) Date 8/13/2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.985 13.0 28.522 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 128.0 4.9 7.04 13.0 H.1 128.0 7.49 T.10 128.0 7.65 T.11 118.0 12.24 T.16 118.0 12.3 T.21 118.0 12.35 T.20 118.0 12.38 T.12 108.0 17.38 S.1 104.0 19.81 MTR 100.0 26.3 STR 100.0 28.52 H.4 128.0 7.39 T.17 128.0 7.55 T.18 118.0 12.24 T.25 118.0 12.33 H.8 118.0 12.36 T.31 118.0 12.38 T.30 108.0 16.93 T.28 108.0 16.99 T.24 108.0 17.0 H.6 128.0 7.64 T.23 128.0 7.73 T.26 118.0 12.33 T.27 108.0 16.92 T.13 128.0 7.69 T.14 128.0 7.71 T.19 128.0 7.75 H.9 128.0 7.74 H.5 118.0 12.24 H.2 118.0 12.24 T.22 118.0 12.36 T.33 118.0 12.38 T.32 118.0 12.39 H.7 108.0 16.92 T.29 108.0 16.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5 ROSHAK AT RIVER TERRACE, K-8-One Head Calculation (H.3) Date 8/13/2019 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 5.21 0.862 Utr 2.0 22.000 7.040 , K Factor=4.90 to 150.0 0.0 2.000 0.0 H.1 5.21 0.0186 0.0 24.000 0.446 Vel = 2.86 H.1 0.0 0.862 Utr 2.0 7.000 7.486 to 150.0 0.0 2.000 0.0 T.10 5.21 0.0186 0.0 9.000 0.167 Vel = 2.86 T.10 -2.49 0.862 2Utb 34.0 17.000 7.653 to 150.0 0.0 28.000 4.331 T.11 2.72 0.0056 0.0 45.000 0.252 Vel = 1.50 T.11 0.08 0.862 Utr 2.0 9.000 12.236 to 150.0 0.0 2.000 0.0 T.16 2.8 0.0058 0.0 11.000 0.064 Vel= 1.54 T.16 0.0 0.862 Utr 2.0 7.000 12.300 to 150.0 0.0 2.000 0.0 T.21 2.8 0.0060 0.0 9.000 0.054 Vel= 1.54 T.21 -1.88 0.862 2Utb 34.0 2.000 12.354 to 150.0 0.0 28.000 0.0 T.20 0.92 0.0007 0.0 30.000 0.022 Vel = 0.51 T.20 3.36 0.862 Utb 17.0 38.000 12.376 to 150.0 0.0 14.000 4.331 T.12 4.28 0.0129 0.0 52.000 0.673 Vel= 2.35 T.12 8.72 1.054 Utr 4.0 12.000 17.380 to 150.0 T 2.44 6.440 1.732 S.1 13.0 0.0380 0.0 18.440 0.700 Vel= 4.78 S.1 0.0 1.244 2E 3.443 100.000 19.812 to 150.0 0.0 3.443 4.732 ** Fixed Loss= 3 MTR 13.0 0.0169 0.0 103.443 1.751 Vel = 3.43 MTR 0.0 0.995 E 2.336 35.000 26.295 to 150.0 T 5.841 9.345 0.0 STR 13.0 0.0502 G 1.168 44.345 2.227 Vel = 5.36 0.0 13.00 28.522 K Factor= 2.43 H.3 7.79 0.862 Utr 2.0 7.000 7.040 to 150.0 0.0 2.000 0.0 H.4 7.79 0.0392 0.0 9.000 0.353 Vel = 4.28 H.4 0.0 0.862 Utr 2.0 2.000 7.393 to 150.0 0.0 2.000 0.0 T.17 7.79 0.0390 0.0 4.000 0.156 Vel= 4.28 T.17 -4.30 0.862 2Utb 34.0 12.000 7.549 to 150.0 0.0 28.000 4.331 T.18 3.49 0.0089 0.0 40.000 0.356 Vel = 1.92 T.18 -0.08 0.862 Utr 2.0 9.000 12.236 to 150.0 0.0 2.000 0.0 T.25 3.41 0.0085 0.0 11.000 0.093 Vel = 1.87 T.25 -0.11 0.862 Utr 2.0 2.000 12.329 to 150.0 0.0 2.000 0.0 H.8 3.3 0.0080 0.0 4.000 0.032 Vel = 1.81 H.8 0.0 0.862 Utr 2.0 1.000 12.361 to 150.0 0.0 2.000 0.0 T.31 3.3 0.0080 0.0 3.000 0.024 Vel = 1.81 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 i Final Calculations - Hazen-Williams Uponor Page 6 ROSHAK AT RIVER TERRACE, K-8-One Head Calculation (H.3) Date 8/13/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.31 -0.78 0.862 2Utb 34.0 16.000 12.385 to 150.0 0.0 28.000 4.331 T.30 2.52 0.0049 0.0 44.000 0.214 Vel= 1.39 T.30 1.24 0.862 Utr 2.0 4.000 16.930 to 150.0 0.0 2.000 0.0 T.28 3.76 0.0102 0.0 6.000 0.061 Vel= 2.07 T.28 2.31 1.054 0.0 1.000 16.991 to 150.0 0.0 0.0 0.0 T.24 6.07 0.0090 0.0 1.000 0.009 Vel = 2.23 T.24 2.65 1.054 Utr 4.0 17.000 17.000 to 150.0 0.0 4.000 0.0 T.12 8.72 0.0181 0.0 21.000 0.380 Vel= 3.21 0.0 8.72 17.380 K Factor= 2.09 T.17 4.30 0.862 Utr 2.0 5.000 7.549 to 150.0 0.0 2.000 0.0 H.6 4.3 0.0131 0.0 7.000 0.092 Vel = 2.36 H.6 0.0 0.862 Utr 2.0 5.000 7.641 to 150.0 0.0 2.000 0.0 T.23 4.3 0.0130 0.0 7.000 0.091 Vel = 2.36 T.23 -0.87 0.862 Utr 2.0 15.000 7.732 to 150.0 Utb 17.0 16.000 4.331 T.26 3.43 0.0086 0.0 31.000 0.267 Vel = 1.89 T.26 0.12 0.862 Utb 17.0 14.000 12.330 to 150.0 0.0 14.000 4.331 T.27 3.55 0.0091 0.0 28.000 0.256 Vel = 1.95 T.27 -1.24 0.862 Utb 17.0 2.000 16.917 to 150.0 Utr 2.0 16.000 0.0 T.28 2.31 0.0041 0.0 18.000 0.074 Vel = 1.27 0.0 2.31 16.991 K Factor= 0.56 T.10 2.49 0.862 Utr 2.0 6.000 7.653 to 150.0 0.0 2.000 0.0 T.13 2.49 0.0048 0.0 8.000 0.038 Vel = 1.37 T.13 0.0 0.862 Utr 2.0 2.000 7.691 to 150.0 0.0 2.000 0.0 T.14 2.49 0.0048 0.0 4.000 0.019 Vel = 1.37 T.14 0.0 0.862 Utr 2.0 6.000 7.710 to 150.0 0.0 2.000 0.0 T.19 2.49 0.0048 0.0 8.000 0.038 Vel = 1.37 T.19 0.87 0.862 Utr 2.0 20.000 7.748 to 150.0 Utb 17.0 16.000 4.331 T.20 3.36 0.0082 0.0 36.000 0.297 Vel = 1.85 0.0 3.36 12.376 K Factor= 0.96 T.23 0.87 0.862 0.0 10.000 7.732 to 150.0 0.0 0.0 0.0 H.9 0.87 0.0007 0.0 10.000 0.007 Vel= 0.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 ROSHAK AT RIVER TERRACE, K-8 - One Head Calculation (H.3) Date 8/13/2019 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.9 0.0 0.862 Utr 2.0 12.000 7.739 to 150.0 0.0 2.000 0.0 T.19 0.87 0.0006 0.0 14.000 0.009 Vel= 0.48 0.0 0.87 7.748 K Factor= 0.31 T.18 0.08 0.862 Utr 2.0 1.000 12.236 to 150.0 0.0 2.000 0.0 H.5 0.08 0.0 0.0 3.000 0.0 Vel= 0.04 H.5 0.0 0.862 Utr 2.0 12.000 12.236 to 150.0 0.0 2.000 0.0 H.2 0.08 0.0 0.0 14.000 0.0 Vel = 0.04 H.2 0.0 0.862 Utr 2.0 6.000 12.236 to 150.0 0.0 2.000 0.0 T.11 0.08 0.0 0.0 8.000 0.0 Vel = 0.04 0.0 0.08 12.236 K Factor= 0.02 T.25 0.12 0.862 2Utb 34.0 5.000 12.329 to 150.0 0.0 28.000 0.0 T.26 0.12 0.0 0.0 33.000 0.001 Vel = 0.07 0.0 0.12 12.330 K Factor= 0.03 T.21 1.87 0.862 Utr 2.0 1.000 12.354 to 150.0 0.0 2.000 0.0 T.22 1.87 0.0027 0.0 3.000 0.008 Vel = 1.03 T.22 0.0 0.862 Utr 2.0 6.000 12.362 to 150.0 0.0 2.000 0.0 T.33 1.87 0.0028 0.0 8.000 0.022 Vel = 1.03 T.33 0.0 0.862 0.0 1.000 12.384 to 150.0 0.0 0.0 0.0 T.32 1.87 0.0030 0.0 1.000 0.003 Vel= 1.03 T.32 0.78 0.862 2Utb 34.0 25.000 12.387 to 150.0 0.0 28.000 4.331 T.24 2.65 0.0053 0.0 53.000 0.282 Vel= 1.46 0.0 2.65 17.000 K Factor= 0.64 T.31 0.78 0.862 Utr 2.0 2.000 12.385 to 150.0 0.0 2.000 0.0 T.32 0.78 0.0005 0.0 4.000 0.002 Vel= 0.43 0.0 0.78 12.387 K Factor= 0.22 T.27 1.24 0.862 Utr 2.0 1.000 16.917 to 150.0 0.0 2.000 0.0 H.7 1.24 0.0013 0.0 3.000 0.004 Vel = 0.68 H.7 0.0 0.862 Utr 2.0 4.000 16.921 to 150.0 0.0 2.000 0.0 T.29 1.24 0.0012 0.0 6.000 0.007 Vel= 0.68 T.29 0.0 0.862 0.0 1.000 16.928 to 150.0 0.0 0.0 0.0 T.30 1.24 0.0020 0.0 1.000 0.002 Vel = 0.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 ROSHAK AT RIVER TERRACE, K-8-One Head Calculation (H.3) Date 8/13/2019 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 1.24 16.930 K Factor= 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087