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I here by certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET 0t1-02 '-Co (C?7 • Certified. H4(11 1 ,944 -r 7ittAirfiri•Z"\- Tim W McDonald Date: 08/05/2021 NICET Certification Na. 150393 Water-Based Systems Layout - Level I]I Certification Expires: June L, 2022 1 I 1 RECEIVED NOV 9 2021 AquaSAFETM FIRE SAFETY SYSTEM CITY OF TIGARD 6UILDING DIVISION OFFICE C Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES - One Head Calculation (H.10) Drawing : RESIDENTIAL Location : DAYLIGHT TRIPLEX ADU-2 TIGARD OR Remote Area : 1 Contract : 39400F 004 Data File : 39400F 004 River Terrace Multiplexes, Daylight Triplex, ADU- Date/Time : 08/03/2021 -08:57 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 RIVER TERRACE MULTIPLEXES - One Head Calculation (H.10) Date 8/3/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE MULTIPLEXES Date - 08/03/2021 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 39400F 004 Calculated By - AMANDA MCALPINE 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 - 10 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 17 Psi Required 75.77 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) - 105 Elev. R Residual (Psi) - 100 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor, Inc. Page 2 RIVER TERRACE MULTIPLEXES - One Head Calculation (H.10) Date 8/3/2021 City Water Supply: Demand: C1 - Static Pressure : 105 D1 - Elevation : 14.292 C2 - Residual Pressure: 100 D2 - System Flow : 16.974 C2 - Residual Flow : 300 D2 - System Pressure : 75.766 Hose ( Demand ) : 10 D3 - System Demand : 26.974 Safety Margin : 29.176 150 140 130 p120 R 110 Cl _ C2 E 100 = o - _ S 90 S 80 D2 U 70 Dr R 60 E 50 40 30 20 . 10 D1 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, Inc. Page 3 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.10) Date 8/3/2021 Fitting Legend Abbrev. Name '/z 3/s 1 1% 1% 2 2% 3 3% 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 Ucp* Aquapex Coupling 1 2 2 2 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.10) Date 8/3/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.942 26.97 75.766 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 128.0 4.9 12.0 16.97 H.8 128.0 13.63 T.31 128.0 14.86 T.30 128.0 16.69 T.48 119.0 20.92 T.52 119.0 21.24 T.51 119.0 21.26 T.50 119.0 21.96 T.49 119.0 22.04 S.1 109.0 27.26 PRV 95.0 39.9 SMTR 95.0 54.02 TEE 95.0 57.38 10.0 MTR 95.0 66.98 CRB 95.0 72.83 STR 95.0 75.77 T.37 128.0 12.88 H.12 128.0 13.89 T.35 128.0 14.68 T.36 128.0 16.45 H.11 128.0 13.56 H.9 128.0 13.77 T.34 128.0 14.68 T.33 128.0 14.77 H.6 128.0 15.01 T.29 128.0 15.18 T.26 128.0 15.4 T.27 128.0 15.81 T.40 119.0 19.81 T.41 119.0 20.22 T.45 119.0 20.41 T.46 119.0 20.47 H.17 119.0 20.64 T.55 119.0 20.93 T.54 119.0 21.01 T.63 109.0 25.38 T.62 109.0 25.45 H.21 109.0 25.46 H.20 109.0 25.47 T.61 109.0 25.48 H.23 109.0 25.5 T.66 109.0 25.5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 . RIVER TERRACE MULTIPLEXES - One Head Calculation (H.10) Date 8/3/2021 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.67 109.0 25.5 T.68 109.0 25.51 T.70 109.0 26.09 H.7 128.0 14.68 H.5 128.0 14.99 H.4 128.0 15.15 H.1 128.0 15.3 T.25 128.0 15.42 T.24 128.0 15.88 T.39 119.0 19.85 T.38 119.0 20.22 H.13 119.0 20.29 H.16 119.0 20.66 T.53 119.0 21.22 H.2 128.0 15.4 H.3 128.0 15.41 H.14 119.0 20.22 H.15 119.0 20.22 T.71 109.0 25.29 T.69 109.0 25.48 T.57 119.0 20.99 H.19 119.0 21.06 T.59 119.0 21.09 H.18 119.0 21.12 T.58 119.0 21.11 T.65 109.0 25.45 T.64 109.0 25.46 H.22 109.0 25.5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.10) Date 8/3/2021 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 *Remote Head to Supply H.10 128 4.90 7.90 0.75 Utr 2.0 10.000 150 12.000 to 0.0 2.000 0.0 H.8 128 7.9 0.671 0.0 12.000 0.1362 1.634 Vel = 7.17 H.8 128 0.0 0.75 Utr 2.0 7.000 150 13.634 to 0.0 2.000 0.0 T.31 128 7.9 0.671 0.0 9.000 0.1362 1.226 Vel = 7.17 T.31 128 -2.24 0.75 Utb 17.0 5.958 150 14.860 to Ucp 2.0 19.000 0.0 T.30 128 5.66 0.671 0.0 24.958 0.0735 1.834 Vel = 5.14 T.30 128 0.0 1 Utr 2.0 13.000 150 16.694 to 0.0 2.000 3.898 T.48 119 5.66 0.862 0.0 15.000 0.0217 0.326 Vel = 3.11 T.48 119 -1.89 1 2Utb 34.0 4.000 150 20.918 to 0.0 28.000 0.0 T.52 119 3.77 0.862 0.0 32.000 0.0102 0.327 Vel = 2.07 T.52 119 4.01 1.25 0.0 1.000 150 21.245 to 0.0 0.0 0.0 T.51 119 7.78 1.054 0.0 1.000 0.0150 0.015 Vel = 2.86 T.51 119 5.75 1.25 Utr 4.0 2.000 150 21.260 to Uel 11.0 15.000 0.0 T.50 119 13.53 1.054 0.0 17.000 0.0409 0.695 Vel = 4.98 T.50 119 0.0 1.25 0.0 2.000 150 21.955 to 0.0 0.0 0.0 T.49 119 13.53 1.054 0.0 2.000 0.0405 0.081 Vel = 4.98 T.49 119 3.44 1.25 Utr 4.0 8.000 150 22.036 to T 2.44 6.440 4.331 S.1 109 16.97 1.054 0.0 14.440 0.0621 0.897 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 27.264 to 0.0 1.220 12.063 * * Fixed Loss =6 PRV 95 16.97 1.054 0.0 9.220 0.0623 0.574 Vel = 6.24 PRV 95 0.0 1.25 0.0 2.000 150 39.901 to 0.0 0.0 14.000 ** Fixed Loss = 14 SMTR 95 16.97 1.054 0.0 2.000 0.0620 0.124 Vel = 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 54.025 to G 0.407 4.067 0.0 TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.359 Vel = 6.24 - - --- - - TEE 95 H10 10.00 1.5 T 3.443 50.000 150 57.384 to E 1.721 5.164 6.000 ** Fixed Loss =6 MTR 95 26.97 1.244 0.0 55.164 0.0653 3.601 Vel = 7.12 MTR 95 0.0 1 0.0 25.000 150 66.985 to 0.0 0.0 1.000 ** Fixed Loss = 1 CRB 95 26.97 0.995 0.0 25.000 0.1938 4.844 Vel = 11.13 CRB 95 0.0 1 0.0 10.000 150 72.829 to 0.0 0.0 1.000 ** Fixed Loss = 1 STR 95 26.97 0.995 0.0 10.000 0.1937 1.937 Vel = 11.13 0.0 STR 26.97 75.766 K Factor= 3.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.10) Date 8/3/2021 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 H.10 128 9.07 0.75 Utr 2.0 3.000 150 12.000 to 0.0 2.000 0.0 T.37 128 9.07 0.671 0.0 5.000 0.1758 0.879 Vel = 8.23 T.37 128 -3.46 0.75 0.0 14.000 150 12.879 to 0.0 0.0 0.0 H.12 128 5.61 0.671 0.0 14.000 0.0722 1.011 Vel = 5.09 H.12 128 0.0 0.75 Utr 2.0 9.000 150 13.890 to 0.0 2.000 0.0 T.35 128 5.61 0.671 0.0 11.000 0.0722 0.794 Vel = 5.09 T.35 128 0.14 0.75 Ucp 2.0 4.339 150 14.684 to Utb 17.0 19.000 0.0 T.36 128 5.75 0.671 0.0 23.339 0.0756 1.765 Vel = 5.22 T.36 128 0.0 1 Utb 17.0 26.893 150 16.449 to 0.0 14.000 3.898 T.51 119 5.75 0.862 0.0 40.893 0.0223 0.913 Vel = 3.16 0.0 T.51 5.75 21.260 K Factor= 1.25 *New Path T.37 128 3.46 0.75 Utb 17.0 6.000 150 12.879 to 0.0 17.000 0.0 H.11 128 3.46 0.671 0.0 23.000 0.0296 0.680 Vel = 3.14 H.11 128 0.0 0.75 Utr 2.0 5.000 150 13.559 to 0.0 2.000 0.0 H.9 128 3.46 0.671 0.0 7.000 0.0296 0.207 Vel = 3.14 H.9 128 0.0 0.75 Utb 17.0 12.000 150 13.766 to Utr 2.0 19.000 0.0 T.34 128 3.46 0.671 0.0 31.000 0.0296 0.917 Vel = 3.14 T.34 128 -0.14 0.75 Utr 2.0 1.000 150 14.683 to 0.0 2.000 0.0 T.33 128 3.32 0.671 0.0 3.000 0.0277 0.083 Vel = 3.01 T.33 128 0.0 0.75 Utr 2.0 7.000 150 14.766 to 0.0 2.000 0.0 H.6 128 3.32 0.671 0.0 9.000 0.0273 0.246 Vel = 3.01 H.6 128 0.0 0.75 Utr 2.0 4.000 150 15.012 to 0.0 2.000 0.0 T.29 128 3.32 0.671 0.0 6.000 0.0273 0.164 Vel = 3.01 T.29 128 0.0 0.75 Utr 2.0 6.000 150 15.176 to 0.0 2.000 0.0 T.26 128 3.32 0.671 0.0 8.000 0.0274 0.219 Vel = 3.01 T.26 128 -0.46 0.75 Ucp 2.0 1.000 150 15.395 to Utb 17.0 19.000 0.0 T.27 128 2.86 0.671 0.0 20.000 0.0207 0.415 Vel = 2.59 T.27 128 0.0 1 0.0 16.000 150 15.810 to 0.0 0.0 3.898 T.40 119 2.86 0.862 0.0 16.000 0.0061 0.098 Vel = 1.57 T.40 119 0.0 0.75 Utb 17.0 1.000 150 19.806 to Ucp 2.0 19.000 0.0 T.41 119 2.86 0.671 0.0 20.000 0.0207 0.414 Vel = 2.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.10) Date 8/3/2021 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.41 119 0.02 0.75 Utr 2.0 7.000 150 20.220 to 0.0 2.000 0.0 T.45 119 2.88 0.671 0.0 9.000 0.0210 0.189 Vel = 2.61 T.45 119 0.0 0.75 Utr 2.0 1.000 150 20.409 to 0.0 2.000 0.0 T.46 119 2.88 0.671 0.0 3.000 0.0210 0.063 Vel = 2.61 T.46 119 0.0 0.75 Utr 2.0 6.000 150 20.472 to 0.0 2.000 0.0 H.17 119 2.88 0.671 0.0 8.000 0.0210 0.168 Vel = 2.61 H.17 119 0.0 0.75 Utr 2.0 12.000 150 20.640 to 0.0 2.000 0.0 T.55 119 2.88 0.671 0.0 14.000 0.0210 0.294 Vel = 2.61 T.55 119 -1.79 0.75 Utb 17.0 3.263 150 20.934 to Ucp 2.0 19.000 0.0 T.54 119 1.09 0.671 0.0 22.263 0.0035 0.078 Vel = 0.99 T.54 119 0.0 1 0.0 40.000 150 21.012 to 0.0 0.0 4.331 T.63 109 1.09 0.862 0.0 40.000 0.0010 0.041 Vel = 0.60 T.63 109 0.0 0.75 Ucp 2.0 1.000 150 25.384 to Utb 17.0 19.000 0.0 T.62 109 1.09 0.671 0.0 20.000 0.0035 0.070 Vel = 0.99 T.62 109 -0.58 0.75 Utr 2.0 8.000 150 25.454 to 0.0 2.000 0.0 H.21 109 0.51 0.671 0.0 10.000 0.0009 0.009 Vel = 0.46 H.21 109 0.0 0.75 Utr 2.0 10.000 150 25.463 to 0.0 2.000 0.0 H.20 109 0.51 0.671 0.0 12.000 0.0008 0.010 Vel = 0.46 H.20 109 0.0 0.75 Utr 2.0 9.000 150 25.473 to 0.0 2.000 0.0 T.61 109 0.51 0.671 0.0 11.000 0.0009 0.010 Vel = 0.46 T.61 109 0.0 0.75 Utr 2.0 16.000 150 25.483 to 0.0 2.000 0.0 H.23 109 0.51 0.671 0.0 18.000 0.0008 0.015 Vel = 0.46 H.23 109 0.0 0.75 Utr 2.0 2.000 150 25.498 to 0.0 2.000 0.0 T.66 109 0.51 0.671 0.0 4.000 0.0010 0.004 Vel = 0.46 T.66 109 -0.09 0.75 Utr 2.0 1.000 150 25.502 to 0.0 2.000 0.0 T.67 109 0.42 0.671 0.0 3.000 0.0003 0.001 Vel = 0.38 T.67 109 0.09 0.75 Utr 2.0 2.000 150 25.503 to 0.0 2.000 0.0 T.68 109 0.51 0.671 0.0 4.000 0.0010 0.004 Vel = 0.46 T.68 109 2.93 0.75 Ucp 2.0 1.000 150 25.507 to Utb 17.0 19.000 0.0 T.70 109 3.44 0.671 0.0 20.000 0.0292 0.584 Vel = 3.12 T.70 109 0.0 1 Utb 17.0 18.000 150 26.091 to 0.0 14.000 -4.331 T.49 119 3.44 0.862 0.0 32.000 0.0086 0.276 Vel = 1.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.10) Date 8/3/2021 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 0.0 T.49 3.44 22.036 K Factor= 0.73 *New Path T.34 128 0.14 0.75 Utr 2.0 1.000 150 14.683 to 0.0 2.000 0.0 H.7 128 0.14 0.671 0.0 3.000 0.0003 0.001 Vel = 0.13 H.7 128 0.0 0.75 Utr 2.0 3.000 150 14.684 to 0.0 2.000 0.0 T.35 128 0.14 0.671 0.0 5.000 0 0.0 Vel = 0.13 0.0 T.35 0.14 14.684 K Factor= 0.04 *New Path T.31 128 2.24 0.75 Utr 2.0 8.000 150 14.860 to 0.0 2.000 0.0 H.5 128 2.24 0.671 0.0 10.000 0.0132 0.132 Vel = 2.03 H.5 128 0.0 0.75 Utr 2.0 10.000 150 14.992 to 0.0 2.000 0.0 H.4 128 2.24 0.671 0.0 12.000 0.0132 0.159 Vel = 2.03 H.4 128 0.0 0.75 Utr 2.0 9.000 150 15.151 to 0.0 2.000 0.0 H.1 128 2.24 0.671 0.0 11.000 0.0132 0.145 Vel = 2.03 H.1 128 0.0 0.75 Utr 2.0 7.000 150 15.296 to 0.0 2.000 0.0 T.25 128 2.24 0.671 0.0 9.000 0.0133 0.120 Vel = 2.03 T.25 128 0.46 0.75 Utb 17.0 5.877 150 15.416 to Ucp 2.0 19.000 0.0 T.24 128 2.7 0.671 0.0 24.877 0.0187 0.466 Vel = 2.45 T.24 128 0.0 1 0.0 12.000 150 15.882 to 0.0 0.0 3.898 T.39 119 2.7 0.862 0.0 12.000 0.0055 0.066 Vel = 1.48 T.39 119 0.0 0.75 Ucp 2.0 1.000 150 19.846 to Utb 17.0 19.000 0.0 T.38 119 2.7 0.671 0.0 20.000 0.0187 0.374 Vel = 2.45 T.38 119 -0.01 0.75 Utr 2.0 2.000 150 20.220 to 0.0 2.000 0.0 H.13 119 2.69 0.671 0.0 4.000 0.0185 0.074 Vel = 2.44 H.13 119 0.0 0.75 Utr 2.0 18.000 150 20.294 to 0.0 2.000 0.0 H.16 119 2.69 0.671 0.0 20.000 0.0185 0.370 Vel = 2.44 H.16 119 0.0 0.75 Utb 17.0 13.000 150 20.664 to 0.0 17.000 0.0 T.53 119 2.69 0.671 0.0 30.000 0.0185 0.556 Vel = 2.44 T.53 119 1.32 1.25 Utr 4.0 2.000 150 21.220 to 0.0 4.000 0.0 T.52 119 4.01 1.054 0.0 6.000 0.0042 0.025 Vel = 1.47 0.0 T.52 4.01 21.245 K Factor= 0.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 10 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.10) Date 8/3/2021 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 *New Path T.26 128 0.46 0.75 Utr 2.0 9.000 150 15.395 to 0.0 2.000 0.0 H.2 128 0.46 0.671 0.0 11.000 0.0007 0.008 Vel = 0.42 H.2 128 0.0 0.75 Utr 2.0 10.000 150 15.403 to 0.0 2.000 0.0 H.3 128 0.46 0.671 0.0 12.000 0.0007 0.009 Vel = 0.42 H.3 128 0.0 0.75 Utr 2.0 3.000 150 15.412 to 0.0 2.000 0.0 T.25 128 0.46 0.671 0.0 5.000 0.0008 0.004 Vel = 0.42 0.0 T.25 0.46 15.416 K Factor= 0.12 *New Path T.38 119 0.02 0.75 Utr 2.0 7.000 150 20.220 to 0.0 2.000 0.0 H.14 119 0.02 0.671 0.0 9.000 0 0.0 Vel = 0.02 H.14 119 0.0 0.75 Utr 2.0 12.000 150 20.220 to 0.0 2.000 0.0 H.15 119 0.02 0.671 0.0 14.000 0 0.0 Vel = 0.02 H.15 119 0.0 0.75 Utr 2.0 3.000 150 20.220 to 0.0 2.000 0.0 T.41 119 0.02 0.671 0.0 5.000 0 0.0 Vel = 0.02 0.0 T.41 0.02 20.220 K Factor= 0 *New Path T.48 119 1.89 1 0.0 15.000 150 20.918 to 0.0 0.0 4.331 T.71 109 1.89 0.862 0.0 15.000 0.0029 0.043 Vel = 1.04 T.71 109 0.0 0.75 Ucp 2.0 1.000 150 25.292 to Utb 17.0 19.000 0.0 T.69 109 1.89 0.671 0.0 20.000 0.0096 0.193 Vel = 1.71 T.69 109 1.04 0.75 0.0 1.000 150 25.485 to 0.0 0.0 0.0 T.68 109 2.93 0.671 0.0 1.000 0.0220 0.022 Vel = 2.66 0.0 T.68 2.93 25.507 K Factor= 0.58 *New Path T.55 119 1.78 0.75 Utr 2.0 5.000 150 20.934 to 0.0 2.000 0.0 T.57 119 1.78 0.671 0.0 7.000 0.0086 0.060 Vel = 1.61 T.57 119 0.0 0.75 Utr 2.0 5.000 150 20.994 to 0.0 2.000 0.0 H.19 119 1.78 0.671 0.0 7.000 0.0087 0.061 Vel = 1.61 H.19 119 0.0 0.75 0.0 4.000 150 21.055 to 0.0 0.0 0.0 T.59 119 1.78 0.671 0.0 4.000 0.0085 0.034 Vel = 1.61 T.59 119 -0.45 0.75 Utr 2.0 5.000 150 21.089 to 0.0 2.000 0.0 H.18 119 1.33 0.671 0.0 7.000 0.0050 0.035 Vel = 1.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 11 . RIVER TERRACE MULTIPLEXES -One Head Calculation (H.10) Date 8/3/2021 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.18 119 0.0 0.75 Utr 2.0 17.000 150 21.124 to 0.0 2.000 0.0 T.53 119 1.33 0.671 0.0 19.000 0.0051 0.096 Vel = 1.21 0.0 T.53 1.33 21.220 K Factor= 0.29 *New Path T.59 119 0.46 0.75 Utb 17.0 5.685 150 21.089 to Ucp 2.0 19.000 0.0 T.58 119 0.46 0.671 0.0 24.685 0.0007 0.017 Vel = 0.42 T.58 119 0.0 1 0.0 41.000 150 21.106 to 0.0 0.0 4.331 T.65 109 0.46 0.862 0.0 41.000 0.0002 0.009 Vel = 0.25 T.65 109 0.0 0.75 Ucp 2.0 1.000 150 25.446 to Utb 17.0 19.000 0.0 T.64 109 0.46 0.671 0.0 20.000 0.0007 0.014 Vel = 0.42 T.64 109 0.58 0.75 Utr 2.0 6.000 150 25.460 to 0.0 2.000 0.0 T.69 109 1.04 0.671 0.0 8.000 0.0031 0.025 Vel = 0.94 0.0 T.69 1.04 25.485 K Factor= 0.21 *New Path T.62 109 0.58 0.75 Utr 2.0 3.000 150 25.454 to 0.0 2.000 0.0 T.64 109 0.58 0.671 0.0 5.000 0.0012 0.006 Vel = 0.53 0.0 T.64 0.58 25.460 K Factor= 0.11 *New Path T.66 109 0.09 0.75 Utb 17.0 7.000 150 25.502 to Utr 2.0 19.000 0.0 H.22 109 0.09 0.671 0.0 26.000 0 0.0 Vel = 0.08 H.22 109 0.0 0.75 Utb 17.0 7.000 150 25.502 to 0.0 17.000 0.0 T.67 109 0.09 0.671 0.0 24.000 0 0.001 Vel = 0.08 0.0 T.67 0.09 25.503 K Factor= 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087