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l t-Ro 0 c(' im E 08/05/2021 II RECEIVED AquaSAFETM FIRE SAFETY SYSTEM IlIOV 9 zort CITY OF TIGARL BUILDING DIVISION, Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES - One Head Calculation (H.9) Drawing : RESIDENTIAL Location : DAYLIGHT TRIPLEX ADU-1 TIGARD OR Remote Area : 1 Contract : 39400F 005 Data File : 39400F 005 River Terrace Mulitplexes Daylight Triplex, ADU-1 Date/Time : 08/04/2021 - 12:56 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.9) Date 8/4/2021 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 005 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 77.45 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.9) Date 8/4/2021 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 : 77.451 Hose ( Demand ) : 10 D3- System Demand : 26.974 Safety Margin : 27.491 150 140 130 p 120 R110 Cl C2 E 100 S 90 S 80 D2 U70 Da_ R 60 E 50 E 40 • 30 20 10 C.1 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.9) Date 8/4/2021 Fitting Legend Abbrev. Name % % 1 1% 1% 2 2% 3 3'/z 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.9) Date 8/4/2021 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 77.451 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 128.0 4.9 12.0 16.97 H.7 128.0 15.07 T.28 128.0 15.75 T.27 128.0 17.77 T.49 119.0 22.53 T.48 119.0 23.0 T.51 119.0 23.22 T.53 119.0 23.41 S.1 109.0 28.95 PRV 95.0 41.58 SMTR 95.0 55.71 TEE 95.0 59.07 10.0 MTR 95.0 68.67 CRB 95.0 74.51 STR 95.0 77.45 H.8 128.0 14.4 T.31 128.0 15.24 T.29 128.0 15.86 T.26 128.0 16.11 T.25 128.0 16.82 T.46 119.0 20.86 T.41 119.0 21.89 T.42 119.0 22.07 T.47 119.0 22.28 T.63 109.0 26.68 T.60 109.0 26.89 T.61 109.0 26.92 T.64 109.0 27.34 H.6 128.0 15.82 H.4 128.0 16.1 T.24 128.0 16.19 T.23 128.0 16.75 T.34 119.0 20.76 T.35 119.0 21.32 H.14 119.0 21.86 T.45 119.0 22.12 T.44 119.0 22.91 H.3 128.0 15.9 H.1 128.0 16.07 T.21 128.0 16.19 T.20 128.0 16.72 T.32 119.0 20.72 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.9) Date 8/4/2021 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.33 119.0 21.3 H.10 119.0 21.46 T.38 119.0 21.66 H.12 119.0 21.8 H.5 128.0 16.12 H.2 128.0 16.17 T.22 128.0 16.19 H.11 119.0 21.31 T.43 119.0 22.21 T.39 119.0 22.58 H.13 119,0 22.78 T.57 109.0 26.87 T.56 109,0 26.9 T.58 109.0 26.9 T.59 109.0 26.9 H.19 109.0 26.91 T.62 109,0 26.92 H.18 109.0 26.89 H.15 109.0 26.89 H.16 109,0 26.89 T.54 109.0 26.9 H.17 109.0 26.9 T.40 119.0 22.58 T.65 109.0 26.91 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.9) Date 8/4/2021 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.9 128 4.90 8.92 0.75 Utr 2.0 16.000 150 12.000 to 0.0 2.000 0.0 H.7 128 8.92 0.671 0.0 18.000 0.1703 3.066 Vel = 8.09 H.7 128 0.0 0.75 Utr 2.0 2.000 150 15.066 to 0.0 2.000 0.0 T.28 128 8.92 0.671 0.0 4.000 0.1705 0.682 Vel = 8.09 T.28 128 -2.20 0.75 Utb 17.0 1.000 150 15.748 to Ucp 2.0 19.000 0.0 T.27 128 6.72 0.671 0.0 20.000 0.1010 2.019 Vel = 6.10 T.27 128 0.0 1 Utb 17.0 15.000 150 17.767 to 0.0 14.000 3.898 T.49 119 6.72 0.862 0.0 29.000 0.0298 0.864 Vel = 3.69 T.49 119 -0.62 1 Utb 17.0 5.000 150 22.529 to 0.0 14.000 0.0 T.48 119 6.1 0.862 0.0 19.000 0.0249 0.474 Vel = 3.35 T.48 119 8.02 1.25 Utr 4.0 1.000 150 23.003 to 0.0 4.000 0.0 T.51 119 14.12 1.054 0.0 5.000 0.0442 0.221 Vel = 5.19 T.51 119 2.85 1.25 0.0 3.000 150 23.224 to 0.0 0.0 0.0 T.53 119 16.97 1.054 0.0 3.000 0.0620 0.186 Vel = 6.24 T.53 119 0.0 1.25 Uel 11.0 6.000 150 23.410 to T 2.44 13.440 4.331 S.1 109 16.97 1.054 0.0 19.440 0.0621 1.208 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 28.949 to 0.0 1.220 12.063 ** Fixed Loss =6 PRV 95 16.97 1.054 0.0 9.220 0.0621 0.573 Vel = 6.24 PRV 95 0.0 1.25 0.0 2.000 150 41.585 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 55.709 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 59.068 to E 1.721 5.164 6.000 ** Fixed Loss = 6 MTR 95 26.97 1.244 0.0 55.164 0.0653 3.602 Vel = 7.12 MTR 95 0.0 1 0.0 25.000 150 68.670 to 0.0 0.0 1.000 ** Fixed Loss = 1 CRB 95 26.97 0.995 0.0 25.000 0.1937 4.843 Vel = 11.13 CRB 95 0.0 1 0.0 10.000 150 74.513 to 0.0 0.0 1.000 ** Fixed Loss = 1 STR 95 26.97 0.995 0.0 10.000 0.1938 1.938 Vel= 11.13 0.0 STR 26.97 77.451 K Factor= 3.06 *New Path H.9 128 8.05 0.75 0.0 17.000 150 12.000 to 0.0 0.0 0.0 H.8 128 8.05 0.671 0.0 17.000 0.1411 2.398 Vel = 7.30 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.9) Date 8/4/2021 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.8 128 0.0 0.75 Utr 2.0 4.000 150 14.398 to 0.0 2.000 0.0 T.31 128 8.05 0.671 0.0 6.000 0.1410 0.846 Vel = 7.30 T.31 128 -3.39 0.75 Utr 2.0 10.000 150 15.244 to 0.0 2.000 0.0 T.29 128 4.66 0.671 0.0 12.000 0.0512 0.615 Vel = 4.23 T.29 128 0.0 0.75 Utr 2.0 3.000 150 15.859 to 0.0 2.000 0.0 T.26 128 4.66 0.671 0.0 5.000 0.0512 0.256 Vel = 4.23 T.26 128 -0.84 0.75 Utb 17.0 1.000 150 16.115 to Ucp 2.0 19.000 0.0 T.25 128 3.82 0.671 0.0 20.000 0.0354 0.709 Vel = 3.47 T.25 128 0.0 1 0.0 13.000 150 16.824 to 0.0 0.0 3.898 T.46 119 3.82 0.862 0.0 13.000 0.0105 0.136 Vel = 2.10 T.46 119 0.0 0.75 Uel 11.0 1.000 150 20.858 to Utb 17.0 28.000 0.0 T.41 119 3.82 0.671 0.0 29.000 0.0355 1.029 Vel = 3.47 T.41 119 2.58 0.75 0.0 2.000 150 21.887 to 0.0 0.0 0.0 T.42 119 6.4 0.671 0.0 2.000 0.0920 0.184 Vel = 5.81 T.42 119 -4.40 0.75 Ucp 2.0 1.000 150 22.071 to Utb 17.0 19.000 0.0 T.47 119 2.0 0.671 0.0 20.000 0.0106 0.213 Vel = 1.81 T.47 119 0.0 1 0.0 20.000 150 22.284 to 0.0 0.0 4.331 T.63 109 2.0 0.862 0.0 20.000 0.0032 0.064 Vel = 1.10 T.63 109 0.0 0.75 Ucp 2.0 1.000 150 26.679 to Utb 17.0 19.000 0.0 T.60 109 2.0 0.671 0.0 20.000 0.0106 0.213 Vel = 1.81 T.60 109 -0.13 0.75 Utr 2.0 1.000 150 26.892 to 0.0 2.000 0.0 T.61 109 1.87 0.671 0.0 3.000 0.0097 0.029 Vel = 1.70 T.61 109 0.99 0.75 Ucp 2.0 1.000 150 26.921 to Utb 17.0 19.000 0.0 T.64 109 2.86 0.671 0.0 20.000 0.0207 0.414 Vel = 2.59 T.64 109 0.0 1 Utb 17.0 22.000 150 27.335 to 0.0 14.000 -4.331 T.51 119 2.86 0.862 0.0 36.000 0.0061 0.220 Vel = 1.57 0.0 T.51 2.86 23.224 K Factor= 0.59 *New Path -- ------------------------ T.31 128 3.40 0.75 Utb 17.0 3.000 150 15.244 to 0.0 17.000 0.0 H.6 128 3.4 0.671 0.0 20.000 0.0286 0.572 Vel = 3.08 H.6 128 0.0 0.75 Utr 2.0 8.000 150 15.816 to 0.0 2.000 0.0 H.4 128 3.4 0.671 0.0 10.000 0.0286 0.286 Vel = 3.08 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.9) Date 8/4/2021 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 H.4 128 0.0 0.75 Utr 2.0 1.000 150 16.102 to 0.0 2.000 0.0 T.24 128 3.4 0.671 0.0 3.000 0.0283 0.085 Vel = 3.08 T.24 128 -0.04 0.75 Utb 17.0 1.000 150 16.187 to Ucp 2.0 19.000 0.0 T.23 128 3.36 0.671 0.0 20.000 0.0280 0.560 Vel = 3.05 T.23 128 0.0 1 0.0 14.000 150 16.747 to 0.0 0.0 3.898 T.34 119 3.36 0.862 0.0 14.000 0.0083 0.116 Vel = 1.85 T.34 119 0.0 0.75 Utb 17.0 1.000 150 20.761 to Ucp 2.0 19.000 0.0 T.35 119 3.36 0.671 0.0 20.000 0.0280 0.560 Vel = 3.05 T.35 119 0.50 0.75 Utr 2.0 13.000 150 21.321 to 0.0 2.000 0.0 H.14 119 3.86 0.671 0.0 15.000 0.0361 0.542 Vel = 3.50 H.14 119 0.0 0.75 Utr 2.0 5.000 150 21.863 to 0.0 2.000 0.0 T.45 119 3.86 0.671 0.0 7.000 0.0360 0.252 Vel = 3.50 T.45 119 0.0 0.75 Utb 17.0 5.000 150 22.115 to 0.0 17.000 0.0 T.44 119 3.86 0.671 0.0 22.000 0.0361 0.795 Vel = 3.50 T.44 119 4.16 1.25 Utr 4.0 2.000 150 22.910 to 0.0 4.000 0.0 T.48 119 8.02 1.054 0.0 6.000 0.0155 0.093 Vel = 2.95 0.0 T.48 8.02 23.003 K Factor= 1.67 *New Path T.28 128 2.20 0.75 Utr 2.0 10.000 150 15.748 to 0.0 2.000 0.0 H.3 128 2.2 0.671 0.0 12.000 0.0127 0.153 Vel = 2.00 H.3 128 0.0 0.75 Utr 2.0 11.000 150 15.901 to 0.0 2.000 0.0 H.1 128 2.2 0.671 0.0 13.000 0.0128 0.166 Vel = 2.00 H.1 128 0.0 0.75 Utr 2.0 8.000 150 16.067 to 0.0 2.000 0.0 T.21 128 2.2 0.671 0.0 10.000 0.0127 0.127 Vel = 2.00 T.21 128 0.87 0.75 Utb 17.0 2.953 150 16.194 to Ucp 2.0 19.000 0.0 T.20 128 3.07 0.671 0.0 21.953 0.0237 0.521 Vel = 2.79 T.20 128 0.0 1 0.0 15.136 150 16.715 to 0.0 0.0 3.898 T.32 119 3.07 0.862 0.0 15.136 0.0070 0.106 Vel = 1.69 T.32 119 0.0 0.75 Utb 17.0 5.704 150 20.719 to Ucp 2.0 19.000 0.0 T.33 119 3.07 0.671 0.0 24.704 0.0237 0.586 Vel = 2.79 T.33 119 -0.49 0.75 Utr 2.0 7.000 150 21.305 to 0.0 2.000 0.0 H.10 119 2.58 0.671 0.0 9.000 0.0171 0.154 Vel = 2.34 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.9) Date 8/4/2021 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.10 119 0.0 0.75 Utr 2.0 10.000 150 21.459 to 0.0 2.000 0.0 T.38 119 2.58 0.671 0.0 12.000 0.0171 0.205 Vel = 2.34 T.38 119 0.0 0.75 Utr 2.0 6.000 150 21.664 to 0.0 2.000 0.0 H.12 119 2.58 0.671 0.0 8.000 0.0171 0.137 Vel = 2.34 H.12 119 0.0 0.75 Utr 2.0 3.000 150 21.801 to 0.0 2.000 0.0 T.41 119 2.58 0.671 0.0 5.000 0.0172 0.086 Vel = 2.34 0.0 T.41 2.58 21.887 K Factor= 0.55 *New Path T.26 128 0.84 0.75 Utr 2.0 3.000 150 16.115 to 0.0 2.000 0.0 H.5 128 0.84 0.671 0.0 5.000 0.0020 0.010 Vel = 0.76 H.5 128 0.0 0.75 Utr 2.0 19.000 150 16.125 to 0.0 2.000 0.0 H.2 128 0.84 0.671 0.0 21.000 0.0021 0.045 Vel = 0.76 H.2 128 0.0 0.75 Utr 2.0 6.000 150 16.170 to 0.0 2.000 0.0 T.22 128 0.84 0.671 0.0 8.000 0.0021 0.017 Vel = 0.76 T.22 128 0.04 0.75 Utr 2.0 1.000 150 16.187 to 0.0 2.000 0.0 T.21 128 0.88 0.671 0.0 3.000 0.0023 0.007 Vel = 0.80 0.0 T.21 0.88 16.194 K Factor= 0.22 *New Path T.24 128 0.04 0.75 Utr 2.0 11.000 150 16.187 to Utb 17.0 19.000 0.0 T.22 128 0.04 0.671 0.0 30.000 0 0.0 Vel = 0.04 0.0 T.22 0.04 16.187 K Factor= 0.01 *New Path T.33 119 0.50 0.75 Utr 2.0 7.000 150 21.305 to 0.0 2.000 0.0 H.11 119 0.5 0.671 0.0 9.000 0.0008 0.007 Vel = 0.45 H.11 119 0.0 0.75 Utr 2.0 9.000 150 21.312 to 0.0 2.000 0.0 T.35 119 0.5 0.671 0.0 11.000 0.0008 0.009 Vel = 0.45 0.0 T.35 0.50 21.321 K Factor= 0.11 *New Path T.42 119 4.40 0.75 Utr 2.0 1.000 150 22.071 to 0.0 2.000 0.0 T.43 119 4.4 0.671 0.0 3.000 0.0460 0.138 Vel = 3.99 T.43 119 0.0 0.75 Utr 2.0 6.000 150 22.209 to 0.0 2.000 0.0 T.39 119 4.4 0.671 0.0 8.000 0.0461 0.369 Vel = 3.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V. Final Calculations : Hazen-Williams Uponor, Inc. Page 10 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.9) Date 8/4/2021 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.39 119 -0.24 0.75 Utr 2.0 3.000 150 22.578 to 0.0 2.000 0.0 H.13 119 4.16 0.671 0.0 5.000 0.0414 0.207 Vel = 3.77 H.13 119 0.0 0.75 Utr 2.0 1.000 150 22.785 to 0.0 2.000 0.0 T.44 119 4.16 0.671 0.0 3.000 0.0417 0.125 Vel = 3.77 0.0 T.44 4.16 22.910 K Factor= 0.87 ---------- *New Path T.49 119 0.62 1 Utr 2.0 27.000 150 22.529 to 0.0 2.000 4.331 T.57 109 0.62 0.862 0.0 29.000 0.0004 0.011 Vel = 0.34 T.57 109 0.0 0.75 Ucp 2.0 1.000 150 26.871 to Utb 17.0 19.000 0.0 T.56 109 0.62 0.671 0.0 20.000 0.0012 0.024 Vel = 0.56 T.56 109 0.12 0.75 Utr 2.0 1.000 150 26.895 to 0.0 2.000 0.0 T.58 109 0.74 0.671 0.0 3.000 0.0020 0.006 Vel = 0.67 T.58 109 -0.12 0.75 Utr 2.0 1.000 150 26.901 to 0.0 2.000 0.0 T.59 109 0.62 0.671 0.0 3.000 0.0010 0.003 Vel = 0.56 T.59 109 0.12 0.75 Utr 2.0 2.000 150 26.904 to 0.0 2.000 0.0 H.19 109 0.74 0.671 0.0 4.000 0.0018 0.007 Vel = 0.67 H.19 109 0.0 0.75 Utr 2.0 2.000 150 26.911 to 0.0 2.000 0.0 T.62 109 0.74 0.671 0.0 4.000 0.0018 0.007 Vel = 0.67 T.62 109 0.24 0.75 0.0 1.000 150 26.918 to 0.0 0.0 0.0 T.61 109 0.98 0.671 0.0 1.000 0.0030 0.003 Vel = 0.89 0.0 T.61 0.98 26.921 K Factor= 0.19 *New Path T.60 109 0.12 0.75 Utr 2.0 5.000 150 26.892 to 0.0 2.000 0.0 H.18 109 0.12 0.671 0.0 7.000 0.0001 0.001 Vel = 0.11 H.18 109 0.0 0.75 Utr 2.0 14.000 150 26.893 to 0.0 2.000 0.0 H.15 109 0.12 0.671 0.0 16.000 0.0001 0.001 Vel = 0.11 H.15 109 0.0 0.75 Utr 2.0 10.000 150 26.894 to 0.0 2.000 0.0 H.16 109 0.12 0.671 0.0 12.000 0 0.0 Vel = 0.11 H.16 109 0.0 0.75 Utr 2.0 3.000 150 26.894 to 0.0 2.000 0.0 T.54 109 0.12 0.671 0.0 5.000 0.0002 0.001 Vel = 0.11 T.54 109 0.0 0.75 Utr 2.0 8.000 150 26.895 to 0.0 2.000 0.0 T.56 109 0.12 0.671 0.0 10.000 0 0.0 Vel = 0.11 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.9) Date 8/4/2021 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.56 0.12 26.895 K Factor= 0.02 *New Path T.58 109 0.13 0.75 Utb 17.0 10.000 150 26.901 to Utr 2.0 19.000 0.0 H.17 109 0.13 0.671 0.0 29.000 0 0.001 Vel = 0.12 H.17 109 0.0 0.75 Utb 17.0 9.000 150 26.902 to 0.0 17.000 0.0 T.59 109 0.13 0.671 0.0 26.000 0.0001 0.002 Vel = 0.12 0.0 T.59 0.13 26.904 K Factor= 0.03 *New Path ► T.39 119 0.24 0.75 Ucp A�, 2.0 1.000 150 22.578 to Utb 17.0 19.000 0.0 T.40 119 0.24 0.671 0.0 20.000 0.0002 0.004 Vel = 0.22 T.40 119 0.0 1 0.0 18.000 150 22.582 to 0.0 0.0 4.331 T.65 109 0.24 0.862 0.0 18.000 0.0001 0.001 Vel = 0.13 T.65 109 0.0 0.75 Ucp 2.0 1.000 150 26.914 to Utb 17.0 19.000 0.0 T.62 109 0.24 0.671 0.0 20.000 0.0002 0.004 Vel = 0.22 0.0 T.62 0.24 26.918 K Factor= 0.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087