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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 1sT2O7-10C ( /Q Certified. l i 0GP * 5 A-/ Tim W McDonald Date: 08/05/2021 NICET Certification N o. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2022 ii RECEIVED AquaSAFETM FIRE SAFETY SYSTEM 1110V 9 2021 CITY OF TIGARL BUILDING DIVISION OFFICE COPT Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.3 & H.7) 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 - 12:55 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.3& H.7) 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: ( ) 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 - 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 26.1165 Psi.Required 89.34 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 -Two Head Calculation (H.3 & H.7) Date 8/4/2021 City Water Supply: Demand: C1 - Static Pressure : 105 D1 - Elevation : 14.292 C2 - Residual Pressure: 100 D2 - System Flow : 26.117 C2 - Residual Flow : 300 D2 - System Pressure : 89.339 Hose ( Demand ) : 10 D3 - System Demand : 36.117 Safety Margin : 15.562 150 140 130 p120 R 110 Cl C2 E 100 D2 S 90 fr S 80 D U 70 R 60 E 50 40 30 20 a D9 10 �..... .... .... .. . 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, Inc. Page 3 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.3& H.7) Date 8/4/2021 Fitting Legend Abbrev. Name % '/. 1 1% 1% 2 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 -Two Head Calculation (H.3 & H.7) Date 8/4/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.9 36.12 89.339 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 9.08 T.21 128.0 10.65 T.20 128.0 11.78 T.32 119.0 15.9 T.33 119.0 17.18 H.10 119.0 17.48 T.38 119.0 17.89 H.12 119.0 18.17 T.41 119.0 18.34 T.42 119.0 18.68 T.47 119.0 19.08 T.63 109.0 23.52 T.60 109.0 23.91 T.61 109.0 23.98 T.64 109.0 24.88 T.51 119.0 21.03 T.53 119.0 21.45 S.1 109.0 28.46 PRV 95.0 41.79 SMTR 95.0 56.07 TEE 95.0 63.52 10.0 MTR 95.0 75.7 CRB 95.0 85.01 STR 95.0 89.34 T.28 128.0 7.61 T.27 128.0 13.12 T.49 119.0 19.37 T.48 119.0 20.54 H.7 128.0 4.9 7.16 13.12 H.9 128.0 8.65 H.8 128.0 10.05 T.31 128.0 10.54 T.29 128.0 10.9 T.26 128.0 11.05 T.25 128.0 12.33 T.46 119.0 16.48 H.6 128.0 10.88 H.4 128.0 11.05 T.24 128.0 11.1 T.23 128.0 12.11 T.34 119.0 16.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.3 & H.7) Date 8/4/2021 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.35 119.0 17.23 H.14 119.0 18.29 T.45 119.0 18.79 T.44 119.0 20.35 T.22 128.0 10.76 H.2 128.0 10.82 H.5 128.0 11.01 H.11 119.0 17.2 T.43 119.0 18.94 T.39 119.0 19.65 H.13 119,0 20.09 T.57 109.0 23.76 T.56 109.0 23.91 T.58 109.0 23.92 T.59 109.0 23.93 H.19 109.0 23.96 T.62 109.0 23.98 T.54 109.0 23.91 H.16 109.0 23.91 H.15 109.0 23.91 H.18 109.0 23.91 H.17 109.0 23.93 T.65 109.0 23.98 T.40 119.0 19.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams - Uponor, Inc. Page 6 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.3 & H.7) 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.3 128 4.90 8.53 0.75 Utr 2.0 11.000 150 7.040 to 0.0 2.000 0.0 H.1 128 8.53 0.671 0.0 13.000 0.1568 2.039 Vel = 7.74 H.1 128 0.0 0.75 Utr 2.0 8.000 150 9.079 to 0.0 2.000 0.0 T.21 128 8.53 0.671 0.0 10.000 0.1568 1.568 Vel = 7.74 T.21 128 -3.86 0.75 Utb 17.0 2.953 150 10.647 to Ucp 2.0 19.000 0.0 T.20 128 4.67 0.671 0.0 21.953 0.0515 1.130 Vel = 4.24 T.20 128 0.0 1 0.0 15.136 150 11.777 to 0.0 0.0 3.898 T.32 119 4.67 0.862 0.0 15.136 0.0152 0.230 Vel = 2.57 T.32 119 0.0 0.75 Utb 17.0 5.704 150 15.905 to Ucp 2.0 19.000 0.0 T.33 119 4.67 0.671 0.0 24.704 0.0515 1.272 Vel = 4.24 T.33 119 -0.93 0.75 Utr 2.0 7.000 150 17.177 to 0.0 2.000 0.0 H.10 119 3.74 0.671 0.0 9.000 0.0341 0.307 Vel = 3.39 H.10 119 0.0 0.75 Utr 2.0 10.000 150 17.484 to 0.0 2.000 0.0 T.38 119 3.74 0.671 0.0 12.000 0.0341 0.409 Vel = 3.39 T.38 119 0.0 0.75 Utr 2.0 6.000 150 17.893 to 0.0 2.000 0.0 H.12 119 3.74 0.671 0.0 8.000 0.0341 0.273 Vel = 3.39 H.12 119 0.0 0.75 Utr 2.0 3.000 150 18.166 to 0.0 2.000 0.0 T.41 119 3.74 0.671 0.0 5.000 0.0340 0.170 Vel = 3.39 T.41 119 5.26 0.75 0.0 2.000 150 18.336 to 0.0 0.0 0.0 T.42 119 9.0 0.671 0.0 2.000 0.1735 0.347 Vel = 8.17 1 T.42 119 -6.23 0.75 Ucp 2.0 1.000 150 18.683 to Utb 17.0 19.000 0.0 T.47 119 2.77 0.671 0.0 20.000 0.0196 0.392 Vel = 2.51 T.47 119 0.0 1 0.0 20.000 150 19.075 to 0.0 0.0 4.331 T.63 109 2.77 0.862 0.0 20.000 0.0058 0.116 Vel = 1.52 T.63 109 0.0 0.75 Ucp 2.0 1.000 150 23.522 to Utb 17.0 19.000 0.0 T.60 109 2.77 0.671 0.0 20.000 0.0196 0.392 Vel = 2.51 T.60 109 0.22 0.75 Utr 2.0 1.000 150 23.914 to 0.0 2.000 0.0 T.61 109 2.99 0.671 0.0 3.000 0.0227 0.068 Vel = 2.71 T.61 109 1.36 0.75 Ucp 2.0 1.000 150 23.982 to Utb 17.0 19.000 0.0 T.64 109 4.35 0.671 0.0 20.000 0.0452 0.903 Vel = 3.95 T.64 109 0.0 1 Utb 17.0 22.000 150 24.885 to 0.0 14.000 -4.331 T.51 119 4.35 0.862 0.0 36.000 0.0133 0.480 Vel = 2.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.3 & H.7) 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.51 119 21.77 1.25 0.0 3.000 150 21.034 to 0.0 0.0 0.0 T.53 119 26.12 1.054 0.0 3.000 0.1380 0.414 Vel = 9.60 T.53 119 0.0 1.25 Uel 11.0 6.000 150 21.448 to T 2.44 13.440 4.331 S.1 109 26.12 1.054 0.0 19.440 0.1379 2.680 Vel = 9.60 S.1 109 0.0 1.25 E 1.22 8.000 150 28.459 to 0.0 1.220 12.063 ** Fixed Loss =6 PRV 95 26.12 1.054 0.0 9.220 0.1380 1.272 Vel = 9.60 PRV 95 0.0 1.25 0.0 2.000 150 41.794 to 0.0 0.0 14.000 ** Fixed Loss = 14 SMTR 95 26.12 1.054 0.0 2.000 0.1375 0.275 Vel = 9.60 SMTR 95 0.0 1.25 E 1.22 50.000 150 56.069 to G 0.407 4.067 0.0 TEE 95 26.12 1.054 T 2.44 54.067 0.1379 7.454 Vel = 9.60 TEE 95 H10 10.00 1.5 T 3.443 50.000 150 63.523 to E 1.721 5.164 6.000 ** Fixed Loss =6 MTR 95 36.12 1.244 0.0 55.164 0.1120 6.180 Vel = 9.53 MTR 95 0.0 1 0.0 25.000 150 75.703 to 0.0 0.0 1.000 * * Fixed Loss = 1 CRB 95 36.12 0.995 0.0 25.000 0.3324 8.311 Vel = 14.90 CRB 95 0.0 1 0.0 10.000 150 85.014 to 0.0 0.0 1.000 ** Fixed Loss = 1 STR 95 36.12 0.995 0.0 10.000 0.3325 3.325 Vel = 14.90 0.0 STR 36.12 89.339 K Factor= 3.82 *New Path H.3 128 4.47 0.75 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 T.28 128 4.47 0.671 0.0 12.000 0.0475 0.570 Vel = 4.06 T.28 128 7.09 0.75 Utb 17.0 1.000 150 7.610 to Ucp 2.0 19.000 0.0 T.27 128 11.56 0.671 0.0 20.000 0.2753 5.506 Vel = 10.49 T.27 128 0.0 1 Utb 17.0 15.000 150 13.116 to 0.0 14.000 3.898 T.49 119 11.56 0.862 0.0 29.000 0.0813 2.357 Vel = 6.36 T.49 119 -1.60 1 Utb 17.0 5.000 150 19.371 to 0.0 14.000 0.0 T.48 119 9.96 0.862 0.0 19.000 0.0616 1.171 Vel = 5.48 T.48 119 11.80 1.25 Utr 4.0 1.000 150 20.542 to 0.0 4.000 0.0 T.51 119 21.76 1.054 0.0 5.000 0.0984 0.492 Vel = 8.00 0.0 T.51 21.76 21.034 K Factor= 4.74 *New Path T.28 128 -7.09 0.75 Utr 2.0 2.000 150 7.610 to 0.0 2.000 0.0 H.7 128 -7.09 0.671 0.0 4.000 -0.1115 -0.446 Vel = 6.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.3 & H.7) 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.7 128 4.90 13.11 0.75 Utr 2.0 16.000 150 7.164 to 0.0 2.000 0.0 H.9 128 6.02 0.671 0.0 18.000 0.0824 1.484 _ Vel = 5.46 H.9 128 0.0 0.75 0.0 17.000 150 8.648 to 0.0 0.0 0.0 H.8 128 6.02 0.671 0.0 17.000 0.0825 1.402 Vel = 5.46 H.8 128 0.0 0.75 Utr 2.0 4.000 150 10.050 to 0.0 2.000 0.0 T.31 128 6.02 0.671 0.0 6.000 0.0825 0.495 Vel = 5.46 T.31 128 -2.55 0.75 Utr 2.0 10.000 150 10.545 to 0.0 2.000 0.0 T.29 128 3.47 0.671 0.0 12.000 0.0298 0.357 Vel = 3.15 T.29 128 0.0 0.75 Utr 2.0 3.000 150 10.902 to 0.0 2.000 0.0 T.26 128 3.47 0.671 0.0 5.000 0.0298 0.149 Vel = 3.15 T.26 128 1.79 0.75 Utb 17.0 1.000 150 11.051 to Ucp 2.0 19.000 0.0 T.25 128 5.26 0.671 0.0 20.000 0.0641 1.282 Vel = 4.77 T.25 128 0.0 1 0.0 13.000 150 12.333 to 0.0 0.0 3.898 T.46 119 5.26 0.862 0.0 13.000 0.0189 0.246 Vel = 2.89 T.46 119 0.0 0.75 Uel 11.0 1.000 150 16.477 to Utb 17.0 28.000 0.0 T.41 119 5.26 0.671 0.0 29.000 0.0641 1.859 Vel = 4.77 0.0 T.41 5.26 18.336 K Factor= 1.23 *New Path T.31 128 2.55 0.75 Utb 17.0 3.000 150 10.545 to 0.0 17.000 0.0 H.6 128 2.55 0.671 0.0 20.000 0.0168 0.336 Vel = 2.31 H.6 128 0.0 0.75 Utr 2.0 8.000 150 10.881 to 0.0 2.000 0.0 H.4 128 2.55 0.671 0.0 10.000 0.0168 0.168 Vel = 2.31 H.4 128 0.0 0.75 Utr 2.0 1.000 150 11.049 to 0.0 2.000 0.0 T.24 128 2.55 0.671 0.0 3.000 0.0170 0.051 Vel = 2.31 T.24 128 2.07 0.75 Utb 17.0 1.000 150 11.100 to Ucp 2.0 19.000 0.0 T.23 128 4.62 0.671 0.0 20.000 0.0506 1.011 Vel = 4.19 T.23 128 0.0 1 0.0 14.000 150 12.111 to 0.0 0.0 3.898 T.34 119 4.62 0.862 0.0 14.000 0.0149 0.209 Vel = 2.54 T.34 119 0.0 0.75 Utb 17.0 1.000 150 16.218 to Ucp 2.0 19.000 0.0 T.35 119 4.62 0.671 0.0 20.000 0.0506 1.011 Vel = 4.19 T.35 119 0.94 0.75 Utr 2.0 13.000 150 17.229 to 0.0 2.000 0.0 H.14 119 5.56 0.671 0.0 15.000 0.0710 1.065 Vel = 5.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 w _ Final Calculations : Hazen-Williams ` Uponor, Inc. Page 9 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.3& H.7) 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.14 119 0.0 0.75 Utr 2.0 5.000 150 18.294 to 0.0 2.000 0.0 T.45 119 5.56 0.671 0.0 7.000 0.0709 0.496 Vel = 5.04 T.45 119 0.0 0.75 Utb 17.0 5.000 150 18.790 to 0.0 17.000 0.0 T.44 119 5.56 0.671 0.0 22.000 0.0710 1.562 Vel = 5.04 T.44 119 6.25 1.25 Utr 4.0 2.000 150 20.352 to 0.0 4.000 0.0 T.48 119 11.81 1.054 0.0 6.000 0.0317 0.190 Vel = 4.34 0.0 T.48 11.81 20.542 K Factor= 2.61 *New Path T.21 128 3.86 0.75 Utr 2.0 1.000 150 10.647 to 0.0 2.000 0.0 T.22 128 3.86 0.671 0.0 3.000 0.0363 0.109 Vel = 3.50 T.22 128 -1.79 0.75 Utr 2.0 11.000 150 10.756 to Utb 17.0 19.000 0.0 T.24 128 2.07 0.671 0.0 30.000 0.0115 0.344 Vel = 1.88 0.0 T.24 2.07 11.100 K Factor= 0.62 *New Path T.22 128 1.78 0.75 Utr 2.0 6.000 150 10.756 to 0.0 2.000 0.0 H.2 128 1.78 0.671 0.0 8.000 0.0086 0.069 Vel = 1.61 H.2 128 0.0 0.75 Utr 2.0 19.000 150 10.825 to 0.0 2.000 0.0 H.5 128 1.78 0.671 0.0 21.000 0.0087 0.183 Vel = 1.61 H.5 128 0.0 0.75 Utr 2.0 3.000 150 11.008 to 0.0 2.000 0.0 T.26 128 1.78 0.671 0.0 5.000 0.0086 0.043 Vel = 1.61 0.0 T.26 1.78 11.051 K Factor= 0.54 *New Path T.33 119 0.93 0.75 Utr 2.0 7.000 150 17.177 to 0.0 2.000 0.0 H.11 119 0.93 0.671 0.0 9.000 0.0026 0.023 Vel = 0.84 H.11 119 0.0 0.75 Utr 2.0 9.000 150 17.200 to 0.0 2.000 0.0 T.35 119 0.93 0.671 0.0 11.000 0.0026 0.029 Vel = 0.84 0.0 T.35 0.93 17.229 K Factor= 0.22 *New Path T.42 119 6.22 0.75 Utr 2.0 1.000 150 18.683 to 0.0 2.000 0.0 T.43 119 6.22 0.671 0.0 3.000 0.0873 0.262 Vel = 5.64 T.43 119 0.0 0.75 Utr 2.0 6.000 150 18.945 to 0.0 2.000 0.0 T.39 119 6.22 0.671 0.0 8.000 0.0876 0.701 Vel = 5.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams • Uponor, Inc. Page 10 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.3& H.7) 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 0.03 0.75 Utr 2.0 3.000 150 19.646 to 0.0 2.000 0.0 H.13 119 6.25 0.671 0.0 5.000 0.0882 0.441 Vel = 5.67 H.13 119 0.0 0.75 Utr 2.0 1.000 150 20.087 to 0.0 2.000 0.0 T.44 119 6.25 0.671 0.0 3.000 0.0883 0.265 Vel = 5.67 0.0 T.44 6.25 20.352 K Factor= 1.39 *New Path T.49 119 1.60 1 Utr 2.0 27.000 150 19.371 to 0.0 2.000 4.331 T.57 109 1.6 0.862 0.0 29.000 0.0021 0.061 Vel = 0.88 T.57 109 0.0 0.75 Ucp 2.0 1.000 150 23.763 to Utb 17.0 19.000 0.0 T.56 109 1.6 0.671 0.0 20.000 0.0071 0.143 Vel = 1.45 T.56 109 -0.21 0.75 Utr 2.0 1.000 150 23.906 to 0.0 2.000 0.0 T.58 109 1.39 0.671 0.0 3.000 0.0053 0.016 Vel = 1.26 T.58 109 -0.24 0.75 Utr 2.0 1.000 150 23.922 to 0.0 2.000 0.0 T.59 109 1.15 0.671 0.0 3.000 0.0037 0.011 Vel = 1.04 T.59 109 0.24 0.75 Utr 2.0 2.000 150 23.933 to 0.0 2.000 0.0 H.19 109 1.39 0.671 0.0 4.000 0.0055 0.022 Vel = 1.26 H.19 109 0.0 0.75 Utr 2.0 2.000 150 23.955 to 0.0 2.000 0.0 T.62 109 1.39 0.671 0.0 4.000 0.0055 0.022 Vel = 1.26 T.62 109 -0.03 0.75 0.0 1.000 150 23.977 to 0.0 0.0 0.0 T.61 109 1.36 0.671 0.0 1.000 0.0050 0.005 Vel = 1.23 0.0 T.61 1.36 23.982 K Factor= 0.28 *New Path T.56 109 0.22 0.75 Utr 2.0 8.000 150 23.906 to 0.0 2.000 0.0 T.54 109 0.22 0.671 0.0 10.000 0.0001 0.001 Vel = 0.20 T.54 109 0.0 0.75 Utr 2.0 3.000 150 23.907 to 0.0 2.000 0.0 H.16 109 0.22 0.671 0.0 5.000 0.0002 0.001 Vel = 0.20 H.16 109 0.0 0.75 Utr 2.0 10.000 150 23.908 to 0.0 2.000 0.0 H.15 109 0.22 0.671 0.0 12.000 0.0002 0.002 Vel = 0.20 H.15 109 0.0 0.75 Utr 2.0 14.000 150 23.910 to 0.0 2.000 0.0 H.18 109 0.22 0.671 0.0 16.000 0.0002 0.003 Vel = 0.20 H.18 109 0.0 0.75 Utr 2.0 5.000 150 23.913 to 0.0 2.000 0.0 T.60 109 0.22 0.671 0.0 7.000 0.0001 0.001 Vel = 0.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 v Final Calculations : Hazen-Williams Uponor, Inc. Page 11 - RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.3& H.7) 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.60 0.22 23.914 K Factor= 0.04 *New Path T.58 109 0.24 0.75 Utb 17.0 10.000 150 23.922 to Utr 2.0 19.000 0.0 H.17 109 _ 0.24 0.671 0.0 2.9.000 0.0002 0.006 Vel = 0.22 H.17 109 0.0 0.75 Utb 17.0 9.000 150 23.928 to 0.0 17.000 0.0 T.59 109 0.24 0.671 0.0 26.000 0.0002 0.005 Vel = 0.22 0.0 T.59 0.24 23.933 K Factor= 0.05 *New Path T.62 109 0.03 0.75 Ucp 2.0 1.000 150 23.977 to Utb 17.0 19.000 0.0 T.65 109 0.03 0.671 0.0 20.000 0 0.0 Vel = 0.03 T.65 109 0.0 1 0.0 18.000 150 23.977 to 0.0 0.0 -4.331 T.40 119 0.03 0.862 0.0 18.000 0 0.0 Vel = 0.02 T.40 119 0.0 0.75 Ucp 2.0 1.000 150 19.646 to Utb 17.0 19.000 0.0 T.39 119 0.03 0.671 0.0 20.000 0 0.0 Vel = 0.03 0.0 T.39 0.03 19.646 K Factor= 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087