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-c�u�4 I here by certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET RECEIVED Certifie . SEP 01 2020 Brent otula Date: 2020 Gi Y OF TIGARD NICET Certification No. 113889 BUILDING DIVISION Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 AquaSAFETM Fire Safety System le h '- `L Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 &H.5) Drawing : RESIDENTIAL Location : PLAN K-6 TIGARD OR Remote Area : 1 Contract : 32575F 003 Data File : 32575F 003 R1 Roshak K-6 OriginaLwx2 Date/Time : 08/06/2020- 11:25 AM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 & H.5) Date 8/6/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE Date - 7/19/2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 32575F 003 Calculated By - RACHEL GUNDERSON 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 - 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 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 26.0024 Psi Required 44.57 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) - 55 Elev. R Residual (Psi) - 45 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor, Inc. Page 2 ROSHAK AT RIVER TERRACE-Two Head Calculation(H.6&H.5) Date 8/6/2020 City Water Supply: Demand: C1-Static Pressure : 55 D1 -Elevation : 12.127 C2-Residual Pressure: 45 D2-System Flow :26.002 C2-Residual Flow : 300 D2-System Pressure : 44.574 Hose(Demand) D3-System Demand :26.002 Safety Margin : 10.317 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 A D2 c;z -e 40 30 20 10 DI ' 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,Inc. Page 3 ROSHAKAT RIVER TERRACE-Two Head Calculation(H.6&H.5) Date 8/6/2020 Fitting Legend Abbrev. Name % % 1 1% 1% 2 2% 3 3,4 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow tiro 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 UT* 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 Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with'. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA Uponor. Inc. Page 4 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 & H.5) Date 8/6/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 45 300.0 54.892 26.0 44.574 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 128.0 4.9 7.04 13.0 H.7 128.0 8.13 H.8 128.0 8.23 T.21 128.0 8.93 T.29 118.0 14.39 T.37 108.0 20.14 T.36 108.0 20.59 T.35 108.0 20.92 T.34 108.0 21.25 S.1 104.0 25.5 MTR 100.0 36.55 STR 100.0 44.57 H.5 128.0 4.9 7.04 13.0 T.18 128.0 8.27 T.19 128.0 9.09 H.4 128.0 9.12 T.17 128.0 9.17 T.25 118.0 14.18 T.30 118.0 14.39 H.11 118.0 14.46 T.33 118.0 14.8 T.38 108.0 19.94 T.16 128.0 8.53 T.15 128.0 8.67 T.14 128.0 8.97 T.22 118.0 14.18 T.24 118.0 14.41 T.27 118.0 14.58 T.28 118.0 14.68 T.31 118.0 14.78 T.32 118.0 14.8 T.39 108.0 19.89 T.20 128.0 9.1 T.26 118.0 14.6 H.1 128.0 9.0 H.2 128.0 9.08 H.3 128.0 9.11 H.10 118.0 14.18 H.9 118.0 14.18 H.12 108.0 20.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 & H.5) Date 8/6/2020 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *Remote Head to Supply H.6 128 4.90 12.88 1 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.7 128 12.88 0.862 0.0 11.000 0.0993 1.092 Vel = 7.08 H.7 128 0.0 1 0.0 1.000 150 8.132 to 0.0 0.0 0.0 H.8 128 12.88 0.862 0.0 1.000 0.1000 0.100 Vel= 7.08 H.8 128 0.0 1 Utr 2.0 5.000 150 8.232 to 0.0 2.000 0.0 T.21 128 12.88 0.862 0.0 7.000 0.0993 0.695 Vel= 7.08 T.21 128 -5.26 1 Utr 2.0 14.000 150 8.927 to Utb 17.0 16.000 4.331 T.29 118 7.62 0.862 0.0 30.000 0.0376 1.129 Vel= 4.19 T.29 118 -0.43 1 Utb 17.0 28.000 150 14.387 to 0.0 14.000 4.331 T.37 108 7.19 0.862 0.0 42.000 0.0338 1.418 Vel= 3.95 T.37 108 10.28 1.25 Utr 4.0 3.000 150 20.136 to 0.0 4.000 0.0 T.36 108 17.47 1.054 0.0 7.000 0.0654 0.458 Vel = 6.42 T.36 108 -1.64 1.25 Utr 4.0 2.000 150 20.594 to 0.0 4.000 0.0 T.35 108 15.83 1.054 0.0 6.000 0.0547 0.328 Vel= 5.82 T.35 108 1.64 1.25 Utr 4.0 1.000 150 20.922 to 0.0 4.000 0.0 T.34 108 17.47 1.054 0.0 5.000 0.0656 0.328 Vel= 6.42 T.34 108 8.53 1.25 Utr 4.0 12.000 150 21.250 to T 2.44 6.440 1.732 S.1 104 26.0 1.054 0.0 18.440 0.1368 2.522 Vel= 9.56 S.1 104 0.0 1.5 2E 3.443 100.000 150 25.504 to 0.0 3.443 4.732 ** Fixed Loss = 3 MTR 100 26.0 1.244 0.0 103.443 0.0610 6.310 Vel= 6.86 MTR 100 0.0 1 E 2.336 35.000 150 36.546 to T 5.841 9.345 0.0 STR 100 26.0 0.995 G 1.168 44.345 0.1810 8.028 Vel = 10.73 0.0 STR 26.00 44.574 K Factor= 3.89 *New Path H.6 128 0.12 1 0.0 1.000 150 7.040 to 0.0 0.0 0.0 H.5 128 0.12 0.862 0.0 1.000 0 0.0 Vel = 0.07 H.5 128 4.90 13.00 1 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 T.18 128 13.12 0.862 0.0 12.000 0.1027 1.232 Vel= 7.21 T.18 128 -7.50 1 2Utb 34.0 10.000 150 8.272 to 0.0 28.000 0.0 T.19 128 5.62 0.862 0.0 38.000 0.0214 0.813 Vel= 3.09 T.19 128 -2.26 1 Utr 2.0 2.000 150 9.085 to 0.0 2.000 0.0 H.4 128 3.36 0.862 0.0 4.000 0.0082 0.033 Vel = 1.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 & H.5) Date 8/6/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.4 128 0.0 1 Utr 2.0 4.000 150 9.118 to 0.0 2.000 0.0 T.17 128 3.36 0.862 0.0 6.000 0.0083 0.050 Vel = 1.85 T.17 128 2.06 1 Utb 17.0 18.043 150 9.168 to Utr 2.0 16.000 4.331 T.25 118 5.42 0.862 0.0 34.043 0.0200 0.682 Vel= 2.98 T.25 118 -0.10 1 Utr 2.0 9.000 150 14.181 to 0.0 2.000 0.0 T.30 118 5.32 0.862 0.0 11.000 0.0193 0.212 Vel = 2.92 T.30 118 0.43 1 Utr 2.0 1.000 150 14.393 to 0.0 2.000 0.0 H.11 118 5.75 0.862 0.0 3.000 0.0223 0.067 VeI= 3.16 H.11 118 0.0 1 Utb 17.0 1.000 150 14.460 to 0.0 14.000 0.0 T.33 118 5.75 0.862 0.0 15.000 0.0224 0.336 Vel= 3.16 T.33 118 -0.36 1 Utb 17.0 27.000 150 14.796 to 0.0 14.000 4.331 T.38 108 5.39 0.862 0.0 41.000 0.0198 0.812 Vel = 2.96 T.38 108 4.89 1.25 Utr 4.0 4.000 150 19.939 to 0.0 4.000 0.0 T.37 108 10.28 1.054 0.0 8.000 0.0246 0.197 ye!= 3.78 0.0 T.37 10.28 20.136 K Factor= 2.29 *New Path T.18 128 7.50 1 Utr 2.0 5.000 150 8.272 to 0.0 2.000 0.0 T.16 128 7.5 0.862 0.0 7.000 0.0366 0.256 Vel= 4.12 T.16 128 0.0 1 Utr 2.0 2.000 150 8.528 to 0.0 2.000 0.0 T.15 128 7.5 0.862 0.0 4.000 0.0365 0.146 Vel= 4.12 T.15 128 0.0 1 Utr 2.0 6.000 150 8.674 to 0.0 2.000 0.0 T.14 128 7.5 0.862 0.0 8.000 0.0365 0.292 Vel= 4.12 T.14 128 -2.07 1 2Utb 34.0 16.000 150 8.966 to 0.0 28.000 4.331 T.22 118 5.43 0.862 0.0 44.000 0.0201 0.884 Vel= 2.99 T.22 118 0.11 1 Utr 2.0 9.000 150 14.181 to 0.0 2.000 0.0 T.24 118 5.54 0.862 0.0 11.000 0.0208 0.229 Vel = 3.05 T.24 118 0.0 1 Utr 2.0 6.000 150 14.410 to 0.0 2.000 0.0 T.27 118 5.54 0.862 0.0 8.000 0.0209 0.167 Vel= 3.05 T.27 118 -1.01 1 Utr 2.0 5.182 150 14.577 to 0.0 2.000 0.0 T.28 118 4.53 0.862 0.0 7.182 0.0143 0.103 Vel = 2.49 T.28 118 0.0 1 0.0 7.000 150 14.680 to 0.0 0.0 0.0 T.31 118 4.53 0.862 0.0 7.000 0.0144 0.101 Vel = 2.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 & H.5) Date 8/6/2020 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.31 118 -2.27 1 0.0 3.883 150 14.781 to 0.0 0.0 0.0 T.32 118 2.26 0.862 0.0 3.883 0.0039 0.015 Vel= 1.24 T.32 118 2.63 1 Utb 17.0 32.000 150 14.796 to 0.0 14.000 4.331 T.39 108 4.89 0.862 0.0 46.000 0.0166 0.762 Vel= 2.69 T.39 108 0.0 1.25 Utr 4.0 4.000 150 19.889 to 0.0 4.000 0.0 T.38 108 4.89 1.054 0.0 8.000 0.0062 0.050 Vel = 1.80 0.0 T.38 4.89 19.939 K Factor= 1.10 *New Path T.21 128 5.26 1 Utr 2.0 7.000 150 8.927 to 0.0 2.000 0.0 T.20 128 5.26 0.862 0.0 9.000 0.0189 0.170 Vel = 2.89 T.20 128 2.26 1 Utr 2.0 16.000 150 9.097 to Utb 17.0 16.000 4.331 T.26 118 7.52 0.862 0.0 32.000 0.0367 1.175 Vel= 4.13 T.26 118 1.01 1 Utb 17.0 36.000 150 14.603 to 0.0 14.000 4.331 T.34 108 8.53 0.862 0.0 50.000 0.0463 2.316 Vel= 4.69 0.0 T.34 8.53 21.250 K Factor= 1.85 *New Path T.14 128 2.07 1 Utr 2.0 9.000 150 8.966 to 0.0 2.000 0.0 H.1 128 2.07 0.862 0.0 11.000 0.0034 0.037 Vel= 1.14 H.1 128 0.0 1 Utr 2.0 22.000 150 9.003 to 0.0 2.000 0.0 H.2 128 2.07 0.862 0.0 24.000 0.0034 0.081 Vel = 1.14 H.2 128 0.0 1 Utr 2.0 7.000 150 9.084 to 0.0 2.000 0.0 H.3 128 2.07 0.862 0.0 9.000 0.0033 0.030 Vel= 1.14 H.3 128 0.0 1 Utb 17.0 2.000 150 9.114 to 0.0 14.000 0.0 T.17 128 2.07 0.862 0.0 16.000 0.0034 0.054 Vel= 1.14 0.0 T.17 2.07 9.168 K Factor= 0.68 *New Path T.19 128 2.26 1 Utr 2.0 1.000 150 9.085 to 0.0 2.000 0.0 T.20 128 2.26 0.862 0.0 3.000 0.0040 0.012 Vet= 1.24 0.0 T.20 2.26 9.097 K Factor= 0.75 *New Path T.25 118 0.11 1 Utr 2.0 1.000 150 14.181 to 0.0 2.000 0.0 H.10 118 0.11 0.862 0.0 3.000 0 0.0 Vel = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 &H.5) Date 8/6/2020 Node1 EIev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf H.10 118 0.0 1 Utr 2.0 12.000 150 14.181 to 0.0 2.000 0.0 H.9 118 0.11 0.862 0.0 14.000 0 0.0 Vel = 0.06 H.9 118 0.0 1 Utr 2.0 5.000 150 14.181 to 0.0 2.000 0.0 T.22 118 0.11 0.862 0.0 7.000 0 0.0 Vel = 0.06 0.0 T.22 0.11 14.181 K Factor= 0.03 *New Path T.29 118 0.44 1 2Utb 34.0 5.000 150 14.387 to 0.0 28.000 0.0 T.30 118 0.44 0.862 0.0 33.000 0.0002 0.006 Vel= 0.24 0.0 T.30 0.44 14.393 K Factor= 0.12 *New Path T.27 118 1.01 1 2Utb 34.0 1.000 150 14.577 to 0.0 28.000 0.0 T.26 118 1.01 0.862 0.0 29.000 0.0009 0.026 Vel= 0.56 0.0 T.26 1.01 14.603 K Factor= 0.26 *New Path T.31 118 0.0 1 0.0 3.883 150 14.781 to 0.0 0.0 0.0 T.32 118 0.0 0.862 0.0 3.883 0 0.0 Vel= 0 T.32 118 -0.36 1 Utr 2.0 1.000 150 14.796 to 0.0 2.000 0.0 T.33 118 -0.36 0.862 0.0 3.000 0 0.0 Vel= 0.20 0.0 T.33 -0.36 14.796 K Factor= -0.09 *New Path T.36 108 1.64 0.75 Utb 17.0 4.000 150 20.594 to 0.0 17.000 0.0 H.12 108 1.64 0.671 0.0 21.000 0.0075 0.157 Vel = 1.49 H.12 108 0.0 0.75 Utb 17.0 4.000 150 20.751 to Utr 2.0 19.000 0.0 T.35 108 1.64 0.671 0.0 23.000 0.0074 0.171 Vel= 1.49 0.0 T.35 1.64 20.922 K Factor= 0.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087