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MSiZc5Zo— coi I here by certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certified. RECEIVE® r -' / 1/,' SEP 01 2020 Tim W McDonald Date: CITY OF TIGARD NICET Certification No. 150393 BUILDING DIVISION Water-Based Systems Layout - Level III Certification Expires: June 1, 2022 UPOnOr AquaSAFETM Fire Safety System Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE- One Head Calculation (H.11) Drawing : RESIDENTIAL Location : PLAN H-6 TIGARD OR Remote Area : 1 Contract : 32575F 009 Data File : 32575F 009 Roshak H6.wx1 Date/Time : 08/04/2020-02:57 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 ROSHAK AT RIVER TERRACE-One Head Calculation (H.11) Date 8/4/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - -ROSHAK AT RIVER TERRACE Date - 7/28/20 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 32575F 009 Calculated By - EVAN BENEDICT 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 SENJU Model RC-RES I Elevation at Highest Outlet - 130 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 37.99 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) - 50 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 98 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-One Head Calculation(H.11) Date 8/4/2020 City Water Supply: Demand: Cl -Static Pressure : 55 D1-Elevation : 13.859 C2-Residual Pressure: 50 D2-System Flow :16.974 C2-Residual Flow : 300 D2-System Pressure : 37.986 Hose(Demand) D3-System Demand :16.974 Safety Margin : 16.989 150 140 130 p120 R 110 E 100 S 90 S B0 f U 70 R60 Cl ° ' C2 E 50 40 D2 30 20 10 D9 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 ROSI-IAKAT RIVER TERRACE-One Head Calculaf on H.11) Date 8/4/2020 Fitting Legend Abbrev. Name 14 14 1 114 134 2 214 3 334 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'Flaw thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel• Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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-One Head Calculation (H.11) Date 8/4/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.975 16.97 37.986 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 130.0 4.9 12.0 16.97 H.9 130.0 12.36 T.34 130.0 12.89 H.6 130.0 13.05 T.33 130.0 13.18 T.45 120.0 17.89 T.44 120.0 17.91 T.43 120.0 17.92 T.42 120.0 17.94 T.38 120.0 17.97 T.37 120.0 18.05 T.55 110.0 23.09 T.54 110.0 23.52 T.53 110.0 23.84 T.52 110.0 25.02 S.1 104.0 28.58 MTR 98.0 35.38 STR 98.0 37.99 H.10 130.0 12.15 T.36 130.0 12.77 T.49 120.0 17.9 T.58 110.0 22.58 T.57 110.0 22.6 T.56 110.0 23.06 H.8 130.0 12.8 T.35 130.0 12.82 H.7 130.0 12.86 T.30 130.0 12.92 H.4 130.0 12.99 T.27 130.0 13.15 T.28 130.0 13.27 H.3 130.0 13.31 T.26 130.0 13.4 H.5 130.0 13.25 T.32 130.0 13.34 T.29 130.0 13.4 T.39 120.0 18.03 H.2 130.0 13.4 T.25 130.0 13.4 T.24 130.0 13.4 T.23 130.0 13.4 T.22 130.0 13.4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 ROSHAK AT RIVER TERRACE- One Head Calculation (H.11) Date 8/4/2020 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 130.0 13.4 T.48 120.0 17.9 T.50 120.0 17.9 H.18 120.0 17.91 H.17 120.0 17.92 T.46 120.0 17.94 T.41 120.0 17.95 T.40 120.0 17.96 H.16 120.0 17.92 H.15 120.0 17.94 H.14 120.0 17.95 H.12 120.0 17.96 H.13 120.0 17.97 H.21 110.0 22.59 T.59 110.0 22.59 H.20 110.0 23.66 H.19 110.0 23.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 ROSHAK AT RIVER TERRACE- One Head Calculation (H.11) Date 8/4/2020 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 *Remote Head to Supply H.11 130 4.90 7.94 1 Utr 2.0 7.000 150 12.000 to 0.0 2.000 0.0 H.9 130 7.94 0.862 0.0 9.000 0.0406 0.365 Vel= 4.37 H.9 130 0.0 1 Utr 2.0 11.000 150 12.365 to 0.0 2.000 0.0 T.34 130 7.94 0.862 0.0 13.000 0.0406 0.528 Vel= 4.37 T.34 130 -0.95 1 Utr 2.0 3.000 150 12.893 to 0.0 2.000 0.0 H.6 130 6.99 0.862 0.0 5.000 0.0320 0.160 Vel= 3.84 H.6 130 0.0 1 Utr 2.0 2.000 150 13.053 to 0.0 2.000 0.0 T.33 130 6.99 0.862 0.0 4.000 0.0322 0.129 Vel= 3.84 T.33 130 -3.68 1 2Utb 34.0 19.375 150 13.182 to 0.0 28.000 4.331 T.45 120 3.31 0.862 0.0 47.375 0.0080 0.380 Vel= 1.82 T.45 120 -0.93 1 Utr 2.0 2.000 150 17.893 to 0.0 2.000 0.0 T.44 120 2.38 0.862 0.0 4.000 0.0045 0.018 Vel= 1.31 T.44 120 -0.23 1 Utr 2.0 1.000 150 17.911 to 0.0 2.000 0.0 T.43 120 2.15 0.862 0.0 3.000 0.0037 0.011 Vel= 1.18 T.43 120 0.23 1 Utr 2.0 2.000 150 17.922 to 0.0 2.000 0.0 T.42 120 2.38 0.862 0.0 4.000 0.0042 0.017 Vel = 1.31 T.42 120 -0.56 1 Utr 2.0 8.000 150 17.939 to 0.0 2.000 0.0 T.38 120 1.82 0.862 0.0 10.000 0.0027 0.027 Vel = 1.00 T.38 120 0.10 1 2Utb 34.0 1.000 150 17.966 to 0.0 28.000 0.0 T.37 120 1.92 0.862 0.0 29.000 0.0029 0.084 Vel= 1.06 T.37 120 3.61 1 Utb 17.0 20.000 150 18.050 to 0.0 14.000 4.331 T.55 110 5.53 0.862 0.0 34.000 0.0208 0.706 Vel= 3.04 T.55 110 11.44 1.25 Utr 4.0 3.000 150 23.087 to 0.0 4.000 0.0 T.54 110 16.97 1.054 0.0 7.000 0.0621 0.435 Vel = 6.24 T.54 110 -1.39 1.25 Utr 4.0 2.000 150 23.522 to 0.0 4.000 0.0 T.53 110 15.58 1.054 0.0 6.000 0.0530 0.318 Vel= 5.73 T.53 110 1.39 1.25 Utr 4.0 4.000 150 23.840 to Uel 11.0 15.000 0.0 T.52 110 16.97 1.054 0.0 19.000 0.0622 1.181 Vel= 6.24 T.52 110 0.0 1.25 T 2.44 13.000 150 25.021 to 0.0 2.440 2.599 S.1 104 16.97 1.054 0.0 15.440 0.0620 0.958 Vel = 6.24 S.1 104 0.0 1.5 2E 3.443 40.000 150 28.578 to 0.0 3.443 5.599 * * Fixed Loss=3 MTR 98 16.97 1.244 0.0 43.443 0.0277 1.204 Vel = 4.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 ROSHAK AT RIVER TERRACE-One Head Calculation (H.11) Date 8/4/2020 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 MTR 98 0.0 1 2E 4.673 20.000 150 35.381 to T 5.841 11.682 0.0 STR 98 16.97 0.995 G 1.168 31.682 0.0822 2.605 Vel = 7.00 0.0 STR 16.97 37.986 K Factor= 2.75 *New Path H.11 130 9.03 1 0.0 3.000 150 12.000 to 0.0 0.0 0.0 H.10 130 9.03 0.862 0.0 3.000 0.0513 0.154 Vel = 4.96 H.10 130 0.0 1 Utr 2.0 10.000 150 12.154 to 0.0 2.000 0.0 T.36 130 9.03 0.862 0.0 12.000 0.0515 0.618 Vel= 4.96 T.36 130 -2.60 1 Utr 2.0 13.000 150 12.772 to Utb 17.0 16.000 4.331 T.49 120 6.43 0.862 0.0 29.000 0.0274 0.796 VeI= 3.53 T.49 120 -0.30 1 Utr 2.0 12.000 150 17.899 to 0.0 2.000 4.331 T.58 110 6.13 0.862 0.0 14.000 0.0251 0.352 Niel= 3.37 T.58 110 -0.33 1 0.0 1.000 150 22.582 to 0.0 0.0 0.0 T.57 110 5.8 0.862 0.0 1.000 0.0230 0.023 Vel= 3.19 T.57 110 0.33 1 Utr 2.0 16.000 150 22.605 to 0.0 2.000 0.0 T.56 110 6.13 0.862 0.0 18.000 0.0251 0.452 Vel= 3.37 T.56 110 5.31 1.25 0.0 1.000 150 23.057 to 0.0 0.0 0.0 T.55 110 11.44 1.054 0.0 1.000 0.0300 0.030 Vel= 4.21 0.0 T.55 11.44 23.087 K Factor= 2.38 *New Path T.36 130 2.60 1 Utr 2.0 3.000 150 12.772 to 0.0 2.000 0.0 H.8 130 2.6 0.862 0.0 5.000 0.0052 0.026 Vel= 1.43 H.8 130 0.0 1 Utr 2.0 2.000 150 12.798 to 0.0 2.000 0.0 T.35 130 2.6 0.862 0.0 4.000 0.0050 0.020 Vel= 1.43 T.35 130 0.0 1 Utr 2.0 6.000 150 12.818 to 0.0 2.000 0.0 H.7 130 2.6 0.862 0.0 8.000 0.0052 0.042 Vel= 1.43 H.7 130 0.0 1 Utr 2.0 10.000 150 12.860 to 0.0 2.000 0.0 T.30 130 2.6 0.862 0.0 12.000 0.0052 0.062 Vel= 1.43 T.30 130 0.95 1 Utr 2.0 5.000 150 12.922 to 0.0 2.000 0.0 H.4 130 3.55 0.862 0.0 7.000 0.0091 0.064 Vel= 1.95 H.4 130 0.0 1 Uel 11.0 4.000 150 12.986 to Utr 2.0 14.000 0.0 T.27 130 3.55 0.862 0.0 18.000 0.0092 0.165 Vel= 1.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 ROSHAK AT RIVER TERRACE-One Head Calculation (H.11) Date 8/4/2020 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 T.27 130 0.0 1 Uel 11.0 1.000 150 13.151 to 0.0 12.000 0.0 T.28 130 3.55 0.862 0.0 13.000 0.0092 0.119 Vel= 1.95 T.28 130 0.0 1 0.0 4.000 150 13.270 to 0.0 0.0 0.0 H.3 130 3.55 0.862 0.0 4.000 0.0090 0.036 Vet= 1.95 H.3 130 0.0 1 Utr 2.0 8.000 150 13.306 to 0.0 2.000 0.0 T.26 130 3.55 0.862 0.0 10.000 0.0092 0.092 Vet= 1.95 T.26 130 0.06 1 Utr 2.0 18.000 150 13.398 to Utb 17.0 16.000 4.331 T.37 120 3.61 0.862 0.0 34.000 0.0094 0.321 Vel= 1.98 0.0 T.37 3.61 18.050 K Factor= 0.85 *New Path T.34 130 0.95 1 2Utb 34.0 8.000 150 12.893 to 0.0 28.000 0.0 T.30 130 0.95 0.862 0.0 36.000 0.0008 0.029 Vel= 0.52 0.0 T.30 0.95 12.922 K Factor= 0.26 *New Path T.33 130 3.69 1 Utr 2.0 5.000 150 13.182 to 0.0 2.000 0.0 H.5 130 3.69 0.862 0.0 7.000 0.0097 0.068 Vel= 2.03 H.5 130 0.0 1 Utr 2.0 7.000 150 13.250 to 0.0 2.000 0.0 T.32 130 3.69 0.862 0.0 9.000 0.0099 0.089 Vel = 2.03 T.32 130 0.0 1 Utr 2.0 4.000 150 13.339 to 0.0 2.000 0.0 T.29 130 3.69 0.862 0.0 6.000 0.0097 0.058 Vel= 2.03 T.29 130 -0.07 1 Utr 2.0 15.953 150 13.397 to Utb 17.0 16.000 4.331 T.39 120 3.62 0.862 0.0 31.953 0.0095 0.304 Vel= 1.99 T.39 120 1.69 1 Utb 17.0 22.000 150 18.032 to 0.0 14.000 4.331 T.56 110 5.31 0.862 0.0 36.000 0.0193 0.694 Vel= 2.92 0.0 T.56 5.31 23.057 K Factor= 1.11 *New Path T.29 130 0.06 1 Utr 2.0 7.000 150 13.397 to 0.0 2.000 0.0 H.2 130 0.06 0.862 0.0 9.000 0.0001 0.001 Vel= 0.03 H.2 130 0.0 1 Uel 11.0 3.000 150 13.398 to Utr 2.0 14.000 0.0 T.25 130 0.06 0.862 0.0 17.000 0 0.0 Vel= 0.03 T.25 130 0.0 1 Uel 11.0 1.000 150 13.398 to 0.0 12.000 0.0 T.24 130 0.06 0.862 0.0 13.000 0 0.0 Vel = 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations : Hazen-Williams Uponor, Inc. Page 9 ROSHAK AT RIVER TERRACE-One Head Calculation (H.11) Date 8/4/2020 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 T.24 130 0.0 1 Uel 11.0 6.000 150 13.398 to 0.0 12.000 0.0 T.23 130 0.06 0.862 0.0 18.000 0 0.0 Vel = 0.03 T.23 130 0.0 1 Uel 11.0 1.000 150 13.398 to 0.0 12.000 0.0 T.22 130 0.06 0.862 0.0 13.000 0 0.0 Vel = 0.03 T.22 130 0.0 1 Utr 2.0 2.000 150 13.398 to 0.0 2.000 0.0 H.1 130 0.06 0.862 0.0 4.000 0 0.0 Vel = 0.03 H.1 130 0.0 1 Utr 2.0 5.000 150 13.398 to 0.0 2.000 0.0 T.26 130 0.06 0.862 0.0 7.000 0 0.0 Vel= 0.03 0.0 T.26 0.06 13.398 K Factor= 0.02 *New Path T.45 120 0.93 1 Utr 2.0 3.000 150 17.893 to 0.0 2.000 0.0 T.48 120 0.93 0.862 0.0 5.000 0.0008 0.004 Vel = 0.51 T.48 120 0.0 1 Utr 2.0 4.000 150 17.897 to 0.0 2.000 0.0 T.50 120 0.93 0.862 0.0 6.000 0.0008 0.005 Vel= 0.51 T.50 120 0.29 1 Utr 2.0 7.000 150 17.902 to 0.0 2.000 0.0 H.18 120 1.22 0.862 0.0 9.000 0.0012 0.011 Vel = 0.67 H.18 120 0.0 1 0.0 9.000 150 17.913 to 0.0 0.0 0.0 H.17 120 1.22 0.862 0.0 9.000 0.0012 0.011 Vel = 0.67 H.17 120 0.0 1 Utr 2.0 13.000 150 17.924 to 0.0 2.000 0.0 T.46 120 1.22 0.862 0.0 15.000 0.0013 0.019 Vel = 0.67 T.46 120 0.0 1 Utr 2.0 5.000 150 17.943 to 0.0 2.000 0.0 T.41 120 1.22 0.862 0.0 7.000 0.0013 0.009 Vel = 0.67 T.41 120 0.56 1 Utr 2.0 3.000 150 17.952 to 0.0 2.000 0.0 T.40 120 1.78 0.862 0.0 5.000 0.0026 0.013 Vel= 0.98 T.40 120 -0.09 1 2Utb 34.0 1.000 150 17.965 to 0.0 28.000 0.0 T.39 120 1.69 0.862 0.0 29.000 0.0023 0.067 Vel = 0.93 0.0 T.39 1.69 18.032 K Factor= 0.40 *New Path T.49 120 0.30 1 2Utb 34.0 2.000 150 17.899 to 0.0 28.000 0.0 T.50 120 0.3 0.862 0.0 30.000 0.0001 0.003 Vel= 0.16 0.0 T.50 0.30 17.902 K Factor= 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 10 ROSHAK AT RIVER TERRACE-One Head Calculation (H.11) Date 8/4/2020 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 *New Path T.44 120 0.23 0.75 Utb 17.0 9.000 150 17.911 to 0.0 17.000 0.0 H.16 120 0.23 0.671 0.0 26.000 0.0002 0.005 Vel= 0.21 H.16 120 0.0 0.75 Utb 17.0 10.000 150 17.916 to Utr 2.0 19.000 0.0 T.43 120 0.23 0.671 0.0 29.000 0.0002 0.006 Vel= 0.21 0.0 T.43 0.23 17.922 K Factor= 0.05 *New Path T.42 120 0.56 1 Utb 17.0 1.000 150 17.939 to Utr 2.0 16.000 0.0 H.15 120 0.56 0.862 0.0 17.000 0.0003 0.005 Vel= 0.31 H.15 120 0.0 1 0.0 9.000 150 17.944 to 0.0 0.0 0.0 H.14 120 0.56 0.862 0.0 9.000 0.0003 0.003 Vel= 0.31 H.14 120 0.0 1 Utb 17.0 2.000 150 17.947 to Utr 2.0 16.000 0.0 T.41 120 0.56 0.862 0.0 18.000 0.0003 0.005 Vel= 0.31 0.0 T.41 0.56 17.952 K Factor= 0.13 *New Path T.40 120 0.10 1 Utr 2.0 14.000 150 17.965 to 0.0 2.000 0.0 H.12 120 0.1 0.862 0.0 16.000 0 0.0 Vel= 0.05 H.12 120 0.0 1 Utr 2.0 10.000 150 17.965 to 0.0 2.000 0.0 H.13 120 0.1 0.862 0.0 12.000 0.0001 0.001 Vel= 0.05 H.13 120 0.0 1 Utr 2.0 9.000 150 17.966 to 0.0 2.000 0.0 T.38 120 0.1 0.862 0.0 11.000 0 0.0 Vel = 0.05 0.0 T.38 0.10 17.966 K Factor= 0.02 *New Path T.58 110 0.33 0.75 Utb 17.0 10.000 150 22.582 to Utr 2.0 19.000 0.0 H.21 110 0.33 0.671 0.0 29.000 0,0004 0.011 Vel = 0.30 H.21 110 0.0 0.75 0.0 2.000 150 22.593 to 0.0 0.0 0.0 T.59 110 0.33 0.671 0.0 2.000 0.0005 0.001 Vel = 0.30 T.59 110 0.0 0.75 Utr 2.0 10.000 150 22.594 to Utb 17.0 19.000 0.0 T.57 110 0.33 0.671 0.0 29.000 0.0004 0.011 Vel = 0.30 0.0 T.57 0.33 22.605 K Factor= 0.07 *New Path T.54 110 1.39 0.75 Utb 17.0 9.000 150 23.522 to 0.0 17.000 0.0 H.20 110 1.39 0.671 0.0 26.000 0.0055 0.143 Vel = 1.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 11 ROSHAK AT RIVER TERRACE-One Head Calculation (H.11) Date 8/4/2020 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.20 110 0.0 0.75 Utr 2.0 4.000 150 23.665 to 0.0 2.000 0.0 H.19 110 1.39 0.671 0.0 6.000 0.0055 0.033 Vel = 1.26 H.19 110 0.0 0.75 Utb 17.0 7.000 150 23.698 to Utr 2.0 19.000 0.0 T.53 110 1.39 0.671 0.0 26.000 0.0055 0.142 Vel = 1.26 0.0 T.53 1.39 23.840 K Factor= 0.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 -W140 I here by certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certified. RECEIVED SEP 0 1 2020 Tim W McDonald Date: 08/05/2020 CITY OF TIGARD NICET Certification No. 150393 BUILDING DIVISION Water-Based Systems Layout - Level III Certification Expires: June 1, 2022 UPOnOr AquaSAFETM Fire Safety System OFFICE COPY Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE-Two Head Calculation (H.1 & H.3) Drawing : RESIDENTIAL Location : PLAN H-6 TIGARD OR Remote Area : 1 Contract : 32575F 009 Data File : 32575F 009 Roshak H6.wx2 Date/Time : 08/04/2020-02:55 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.1 &H.3) Date 8/4/2020 HYDRAULIC DESIGN INFORMATION SHEET • Name - ROSHAK AT RIVER TERRACE Date - 7/28/20 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 32575F 009 Calculated By - EVAN BENEDICT 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 SENJU Model RC-RES I Elevation at Highest Outlet - 130 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0247 Psi Required 43.21 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) - 50 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 98 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.1 &H.3) Date 8/4/2020 City Water Supply: Demand: C1 -Static Pressure : 55 D1 -Elevation : 13.859 C2-Residual Pressure: 50 D2-System Flow :26.025 C2-Residual Flow : 300 D2-System Pressure : 43.210 Hose(Demand) D3-System Demand :26.025 Safety Margin 11.736 150 k 140 130 R 120 - R 110 E 100 S 90 S 80 u 70 . R 60 Cl o— C2 E 50 D2 40 r 30 20 10 . 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, Inc. Page 3 ROSHAK AT RIVER TERRACE-Two Head Calculation(H.1 &H.3) Date 8/4/2020 Fitting Legend Abbrev. Name h % 1 1% 114 2 2' 3 314 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 thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel` Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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.1 & H.3) Date 8/4/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.946 26.02 43.21 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 130.0 4.9 7.04 13.0 T.26 130.0 7.22 T.37 120.0 14.04 T.55 110.0 20.24 T,54 110.0 21.2 T.53 110.0 21.9 T.52 110.0 24.5 S.1 104.0 29.21 MTR 98.0 37.47 STR 98.0 43.21 T.22 130.0 7.16 T.23 130.0 7.56 T.24 130.0 8.1 T.25 130.0 8.5 H.2 130.0 9.02 T.29 130.0 9.29 T.39 120,0 14.31 T.56 110.0 20.18 H.3 130.0 4.9 7.06 13.02 T.28 130.0 7.24 T.27 130.0 7.81 H.4 130.0 8.6 T.30 130.0 8.91 T.34 130.0 9.28 H.6 130.0 9.3 T.33 130.0 9.32 T.45 120.0 14.1 T.48 120.0 14.13 T.50 120.0 14.16 T.49 120.0 14.32 T.58 110.0 19.3 T.57 110.0 19.34 H.7 130.0 9.08 T.35 130.0 9.2 H.8 130.0 9.26 T.36 130.0 9.33 H.9 130.0 9.29 H.11 130.0 9.31 H.10 130.0 9.31 T.32 130.0 9.3 H.5 130.0 9.31 T.38 120.0 14.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.1 & H.3) Date 8/4/2020 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.13 120.0 14.12 H.12 120.0 14.14 T.40 120.0 14.16 T.44 120.0 14.1 T.43 120.0 14.1 T.42 120.0 14.11 H.15 120.0 14.13 H.14 120.0 14.14 T.41 120.0 14.16 H.16 120.0 14.1 T.46 120.0 14.16 H.17 120.0 14.16 H.18 120.0 14.16 H.21 110.0 19.32 T.59 110.0 19.32 H.20 110.0 21.51 H.19 110.0 21.58 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.1 & H.3) Date 8/4/2020 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.1 130 4.90 6.20 1 Utr 2.0 5.000 150 7.040 to 0.0 2.000 0.0 T.26 130 6.2 0.862 0.0 7.000 0.0257 0.180 Vel= 3.41 T.26 130 4.74 1 Utr 2.0 18.000 150 7.220 to Utb 17.0 16.000 4.331 T.37 120 10.94 0.862 0.0 34.000 0.0734 2.494 Vel= 6.01 T.37 120 -1.60 1 Utb 17.0 20.000 150 14.045 to 0.0 14.000 4.331 T.55 110 9.34 0.862 0.0 34.000 0.0547 1.861 Vel= 5.13 T.55 110 16.68 1.25 Utr 4.0 3.000 150 20.237 to 0.0 4.000 0.0 T.54 110 26.02 1.054 0.0 7.000 0.1369 0.958 Vel= 9.57 T.54 110 -2.13 1.25 Utr 4.0 2.000 150 21.195 to 0.0 4.000 0.0 T.53 110 23.89 1.054 0.0 6.000 0.1170 0.702 Vel= 8.78 T.53 110 2.13 1.25 Utr 4.0 4.000 150 21.897 to Uel 11.0 15.000 0.0 T.52 110 26.02 1.054 0.0 19.000 0.1369 2.602 Vel= 9.57 T.52 110 0.0 1.25 T 2.44 13.000 150 24.499 to 0.0 2.440 2.599 S.1 104 26.02 1.054 0.0 15.440 0.1369 2.114 Vel = 9.57 S.1 104 0.0 1.5 2E 3.443 40.000 150 29.212 to 0.0 3.443 5.599 * * Fixed Loss= 3 MTR 98 26.02 1.244 0.0 43.443 0.0611 2.655 Vel= 6.87 MTR 98 0.0 1 2E 4.673 20.000 150 37.466 to T 5.841 11.682 0.0 STR 98 26.02 0.995 G 1.168 31.682 0.1813 5.744 Vel = 10.74 0.0 STR 26.02 43.210 K Factor= 3.96 *New Path H.1 130 6.80 1 Utr 2.0 2.000 150 7.040 to 0.0 2.000 0.0 T.22 130 6.8 0.862 0.0 4.000 0.0305 0.122 Vel = 3.74 T.22 130 0.0 1 Uel 11.0 1.000 150 7.162 to 0.0 12.000 0.0 T.23 130 6.8 0.862 0.0 13.000 0.0304 0.395 Vel= 3.74 T.23 130 0.0 1 Uel 11.0 6.000 150 7.557 to 0.0 12.000 0.0 T.24 130 6.8 0.862 0.0 18.000 0.0304 0.548 Vel= 3.74 T.24 130 0.0 1 Uel 11.0 1.000 150 8.105 to 0.0 12.000 0.0 T.25 130 6.8 0.862 0.0 13.000 0.0304 0.395 Vel = 3.74 T.25 130 0.0 1 Uel 11.0 3.000 150 8.500 to Utr 2.0 14.000 0.0 H.2 130 6.8 0.862 0.0 17.000 0.0304 0.517 Vel = 3.74 H.2 130 0.0 1 Utr 2.0 7.000 150 9.017 to 0.0 2.000 0.0 T.29 130 6.8 0.862 0.0 9.000 0.0304 0.274 Vel= 3.74 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.1 & H.3) Date 8/4/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact at Act Eqiv Len Total Pf/Ft Pf T.29 130 -1.17 1 Utr 2.0 15.953 150 9.291 to Utb 17.0 16.000 4.331 T.39 120 5.63 0.862 0.0 31.953 0.0215 0.686 Vel= 3.10 T.39 120 2.53 1 Utb 17.0 22.000 150 14.308 to 0.0 14.000 4.331 T.56 110 8.16 0.862 0.0 36.000 0.0427 1.537 Vel= 4.49 T.56 110 8.53 1.25 0.0 1.000 150 20.176 to 0.0 0.0 0.0 T.55 110 16.69 1.054 0.0 1.000 0.0610 0.061 Vel= 6.14 0.0 T.55 16.69 20.237 K Factor= 3.71 *New Path T.26 130 -4.73 1 Utr 2.0 8.000 150 7.220 to 0.0 2.000 0.0 H.3 130 -4.73 0.862 0.0 10.000 -0.0156 -0.156 Vel = 2.60 H.3 130 4.90 13.02 1 0.0 4.000 150 7.064 to 0.0 0.0 0.0 T.28 130 8.29 0.862 0.0 4.000 0.0440 0.176 Vel = 4.56 T.28 130 0.0 1 Uel 11.0 1.000 150 7.240 to 0.0 12.000 0.0 T.27 130 8.29 0.862 0.0 13.000 0.0439 0.571 Vel= 4.56 T.27 130 0.0 1 Uel 11.0 4.000 150 7.811 to Utr 2.0 14.000 0.0 H.4 130 8.29 0.862 0.0 18.000 0.0439 0.791 Vel= 4.56 H.4 130 0.0 1 Utr 2.0 5.000 150 8.602 to 0.0 2.000 0.0 T.30 130 8.29 0.862 0.0 7.000 0.0440 0.308 Vel = 4.56 T.30 130 -4.54 1 2Utb 34.0 8.000 150 8.910 to 0.0 28.000 0.0 T.34 130 3.75 0.862 0.0 36.000 0.0101 0.365 Vel= 2.06 T.34 130 -1.29 1 Utr 2.0 3.000 150 9.275 to 0.0 2.000 0.0 H.6 130 2.46 0.862 0.0 5.000 0.0046 0.023 Vel = 1.35 H.6 130 0.0 1 Utr 2.0 2.000 150 9.298 to 0.0 2.000 0.0 T.33 130 2.46 0.862 0.0 4.000 0.0048 0.019 Vel= 1.35 T.33 130 1.17 1 2Utb 34.0 19.375 150 9.317 to 0.0 28.000 4.331 T.45 120 3.63 0.862 0.0 47.375 0.0095 0.450 Vel = 2.00 T.45 120 -0.93 1 Utr 2.0 3.000 150 14.098 to 0.0 2.000 0.0 T.48 120 2.7 0.862 0.0 5.000 0.0056 0.028 Vel = 1.48 T.48 120 0.0 1 Utr 2.0 4.000 150 14.126 to 0.0 2.000 0.0 T.50 120 2.7 0.862 0.0 6.000 0.0055 0.033 Vel= 1.48 T.50 120 -0.01 1 2Utb 34.0 2.000 150 14.159 to 0.0 28.000 0.0 T.49 120 2.69 0.862 0.0 30.000 0.0055 0.165 Vel = 1.48 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 (R1 & H.3) Date 8/4/2020 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 T.49 120 5.83 1 Utr 2.0 12.000 150 14.324 to 0.0 2.000 4.331 T.58 110 8.52 0.862 0.0 14.000 0.0462 0.647 Vel= 4.68 T.58 110 -0.45 1 0.0 1.000 150 19.302 to 0.0 0.0 0.0 T.57 110 8.07 0.862 0.0 1.000 0.0420 0.042 Vel= 4.44 T.57 110 0.45 1 Utr 2.0 16.000 150 19.344 to 0.0 2.000 0.0 T.56 110 8.52 0.862 0.0 18.000 0.0462 0.832 Vel = 4.68 0.0 T.56 8.52 20.176 K Factor= 1.90 *New Path T.30 130 4.54 1 Utr 2.0 10.000 150 8.910 to 0.0 2.000 0.0 H.7 130 4,54 0.862 0.0 12.000 0.0144 0.173 Vel = 2.50 H.7 130 0.0 1 Utr 2.0 6.000 150 9.083 to 0.0 2.000 0.0 T.35 130 4.54 0.862 0.0 8.000 0.0144 0.115 Vel= 2.50 T.35 130 0.0 1 Utr 2.0 2.000 150 9.198 to 0.0 2.000 0.0 H.8 130 4.54 0.862 0.0 4.000 0.0145 0.058 Vel= 2.50 H.8 130 0.0 1 Utr 2.0 3.000 150 9.256 to 0.0 2.000 0.0 T.36 130 4.54 0.862 0.0 5.000 0.0144 0.072 Vel= 2.50 T.36 130 1.29 1 Utr 2.0 13.000 150 9.328 to Utb 17.0 16.000 4.331 T.49 120 5.83 0.862 0.0 29.000 0.0229 0.665 Vel= 3.21 0.0 T.49 5.83 14.324 K Factor= 1.54 *New Path T.34 130 1.30 1 Utr 2.0 11.000 150 9.275 to 0.0 2.000 0.0 H.9 130 1.3 0.862 0.0 13.000 0.0015 0.019 Vel = 0.71 H.9 130 0.0 1 Utr 2.0 7.000 150 9.294 to 0.0 2.000 0.0 H.11 130 1.3 0.862 0.0 9.000 0.0013 0.012 Vel= 0.71 H.11 130 0.0 1 0.0 3.000 150 9.306 to 0.0 0.0 0.0 H.10 130 1.3 0.862 0.0 3.000 0.0017 0.005 Vel = 0.71 H.10 130 0.0 1 Utr 2.0 10.000 150 9.311 to 0.0 2.000 0.0 T.36 130 1.3 0.862 0.0 12.000 0.0014 0.017 Vel = 0.71 0.0 T.36 1.30 9.328 K Factor= 0.43 *New Path T.29 130 1.17 1 Utr 2.0 4.000 150 9.291 to 0.0 2.000 0.0 T.32 130 1.17 0.862 0.0 6.000 0.0012 0.007 Vel= 0.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.1 & H.3) Date 8/4/2020 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.32 130 0.0 1 Utr 2.0 7.000 150 9.298 to 0.0 2.000 0.0 H.5 130 1.17 0.862 0.0 9.000 0.0012 0.011 Vel= 0.64 H.5 130 0.0 1 Utr 2.0 5.000 150 9.309 to 0.0 2.000 0.0 T.33 130 1.17 0.862 0.0 7.000 0.0011 0.008 Vel= 0.64 0.0 T.33 1.17 9.317 K Factor= 0.38 *New Path T.37 120 1.60 1 2Utb 34.0 1.000 150 14.045 to 0.0 28.000 0.0 T.38 120 1.6 0.862 0.0 29.000 0.0021 0.061 Vel= 0.88 T.38 120 -0.25 1 Utr 2.0 9.000 150 14.106 to 0.0 2.000 0.0 H.13 120 1.35 0.862 0.0 11.000 0.0015 0.017 Vel= 0.74 H.13 120 0.0 1 Utr 2.0 10.000 150 14.123 to 0.0 2.000 0.0 H.12 120 1.35 0.862 0.0 12.000 0.0015 0.018 Vel= 0.74 H.12 120 0.0 1 Utr 2.0 14.000 150 14.141 to 0.0 2.000 0.0 T.40 120 1.35 0.862 0.0 16.000 0.0015 0.024 Vel= 0.74 T.40 120 1.19 1 2Utb 34.0 1.000 150 14.165 to 0.0 28.000 0.0 T.39 120 2.54 0.862 0.0 29.000 0.0049 0.143 Vel = 1.40 0.0 T.39 2.54 14.308 K Factor= 0.67 *New Path T.45 120 0.93 1 Utr 2.0 2.000 150 14.098 to 0.0 2.000 0.0 T.44 120 0.93 0.862 0.0 4.000 0.0010 0.004 Vel= 0.51 T.44 120 -0.09 1 Utr 2.0 1.000 150 14.102 to 0.0 2.000 0.0 T.43 120 0.84 0.862 0.0 3.000 0.0007 0.002 Vel = 0.46 T.43 120 0.09 1 Utr 2.0 2.000 150 14.104 to 0.0 2.000 0.0 T.42 120 0.93 0.862 0.0 4.000 0.0005 0.002 Vel = 0.51 T.42 120 0.25 1 Utb 17.0 1.000 150 14.106 to Utr 2.0 16.000 0.0 H.15 120 1.18 0.862 0.0 17.000 0.0012 0.021 Vel = 0.65 H.15 120 0.0 1 0.0 9.000 150 14.127 to 0.0 0.0 0.0 H.14 120 1.18 0.862 0.0 9.000 0.0012 0.011 Vel = 0.65 H.14 120 0.0 1 Utb 17.0 2.000 150 14.138 to Utr 2.0 16.000 0.0 T.41 120 1.18 0.862 0.0 18.000 0.0012 0.021 Vel = 0.65 T.41 120 0.01 1 Utr 2.0 3.000 150 14.159 to 0.0 2.000 0.0 T.40 120 1.19 0.862 0.0 5.000 0.0012 0.006 Vel = 0.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 10 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.1 & H.3) Date 8/4/2020 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 0.0 T.40 1.19 14.165 K Factor= 0.32 *New Path T.44 120 0.09 0.75 Utb 17.0 9.000 150 14.102 to 0.0 17.000 0.0 H.16 120 0.09 0.671 0.0 26.000 0 0.0 Vel= 0.08 H.16 120 0.0 0.75 Utb 17.0 10.000 150 14.102 to Utr 2.0 19.000 0.0 T.43 120 0.09 0.671 0.0 29.000 0.0001 0.002 Vel= 0.08 0.0 T.43 0.09 14.104 K Factor= 0.02 *New Path T.38 120 0.26 1 Utr 2.0 8.000 150 14.106 to 0.0 2.000 0.0 T.42 120 0.26 0.862 0.0 10.000 0 0.0 Vel = 0.14 0.0 T.42 0.26 14.106 K Factor= 0.07 *New Path T.41 120 -0.01 1 Utr 2.0 5.000 150 14.159 to 0.0 2.000 0.0 T.46 120 -0.01 0.862 0.0 7.000 0 0.0 Vel= 0.01 T.46 120 0.0 1 Utr 2.0 13.000 150 14.159 to 0.0 2.000 0.0 H.17 120 -0.01 0.862 0.0 15.000 0 0.0 Vel= 0.01 H.17 120 0.0 1 0.0 9.000 150 14.159 to 0.0 0.0 0.0 H.18 120 -0.01 0.862 0.0 9.000 0 0.0 Vel = 0.01 H.18 120 0.0 1 Utr 2.0 7.000 150 14.159 to 0.0 2.000 0.0 T.50 120 -0.01 0.862 0.0 9.000 0 0.0 Vel = 0.01 0.0 T.50 -0.01 14.159 K Factor= 0 *New Path T.58 110 0.46 0.75 Utb 17.0 10.000 150 19.302 to Utr 2.0 19.000 0.0 H.21 110 0.46 0.671 0.0 29.000 0.0007 0.020 VeI= 0.42 H.21 110 0.0 0.75 0.0 2.000 150 19.322 to 0.0 0.0 0.0 T.59 110 0.46 0.671 0.0 2.000 0.0010 0.002 Vel= 0.42 T.59 110 0.0 0.75 Utr 2.0 10.000 150 19.324 to Utb 17.0 19.000 0.0 T.57 110 0.46 0.671 0.0 29.000 0.0007 0.020 Vel= 0.42 0.0 T.57 0.46 19.344 K Factor= 0.10 *New Path T.54 110 2.13 0.75 Utb 17.0 9.000 150 21.195 to 0.0 17.000 0.0 H.20 110 2.13 0.671 0.0 26.000 0.0121 0.315 Vel= 1.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 11 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.1 & H.3) Date 8/4/2020 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 H.20 110 0.0 0.75 Utr 2.0 4.000 150 21.510 to 0.0 2.000 0.0 H.19 110 2.13 0.671 0.0 6.000 0.0120 0.072 Vel= 1.93 H.19 110 0.0 0.75 Utb 17.0 7.000 150 21.582 to Utr 2.0 19.000 0.0 T.53 110 2.13 0.671 0.0 26.000 0.0121 0.315 Vel= 1.93 0.0 T.53 2.13 21.897 K Factor= 0.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087