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I here by certify that this plan,. specification, or report was prepared by me or under my piSTo21_ QQ ( `7 direct supervision and that I am NICET Certified. r9-f a I&&1 A , . -\- Tim V/ McDonald Date: 08/05/2021 NICET Certification No, 150393 Water-Based Systems Layout - Level III Certification Expires: lune 1, 2022 I RECEIVED Nov 9 2021 AquaSAFETM FIRE SAFETY SYSTEM CITY OFTIGARD BUILDING DIVISION Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.4 & H.5) 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 -Two Head Calculation (H.4& H.5) 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: ( ) 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 26.1215 Psi Required 91.15 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.4 & H.5) Date 8/3/2021 City Water Supply: Demand: C1 - Static Pressure : 105 D1 - Elevation : 14.292 C2 - Residual Pressure: 100 D2 - System Flow : 26.121 C2 - Residual Flow : 300 D2 - System Pressure : 91.150 Hose ( Demand ) : 10 D3- System Demand : 36.121 Safety Margin : 13.750 150 140 130 p120 R 110 Cl C2 E 100 D2 S 90 S 80 D3 U 70 R 60 E 50 40 30 ' 20 10 D1 .......I.... ....I... . . . . . , . . . . . . 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 A Fittings Used Summary Uponor, Inc. Page 3 RIVER TERRACE MULTIPLEXES -Two Head Calculation (HA& H.5) Date 8/3/2021 i Fitting Legend Abbrev. Name '/z 3A 1 1'1A 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 4 • Flow Summary - NFPA • Uponor, Inc. Page 4 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.4 & H.5) Date 8/3/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.9 36.12 91.15 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 128.0 4.9 7.04 13.0 H.1 128.0 9.8 T.25 128.0 12.06 T.24 128.0 13.83 T.39 119.0 17.98 T.38 119.0 19.4 H.13 119.0 19.6 H.16 119.0 20.61 T.53 119.0 22.13 T.52 119.0 22.2 T.51 119.0 22.24 T.50 119.0 23.76 T.49 119.0 23.94 S.1 109.0 30.26 PRV 95.0 43.6 SMTR 95.0 57.87 TEE 95.0 65.33 10.0 MTR 95.0 77.51 CRB 95.0 86.82 STR 95.0 91.15 H.5 128.0 4.9 7.17 13.12 T.31 128.0 11.7 T.30 128.0 16.54 T.48 119.0 21.3 H.8 128.0 12.34 H.10 128.0 13.19 T.37 128.0 13.54 H.12 128.0 14.01 T.35 128.0 14.37 T.36 128.0 16.99 H.3 128.0 12.4 H.2 128.0 13.21 T.26 128.0 13.96 T.27 128.0 14.68 T.40 119.0 18.75 T.41 119.0 19.48 T.45 119.0 19.97 T.46 119.0 20.13 H.17 119.0 20.56 T.55 119.0 21.32 T.54 119.0 21.52 T.63 109.0 25.95 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.4& H.5) Date 8/3/2021 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.62 109.0 26.13 H.21 109.0 26.15 H.20 109.0 26.17 T.61 109.0 26.19 H.23 109.0 26.23 T.66 109.0 26.24 T.67 109.0 26.24 T.68 109.0 26.25 T.70 109.0 27.62 H.11 128.0 13.77 H.9 128.0 13.83 T.34 128.0 14.13 H.7 128.0 14.22 T.29 128.0 14.01 H.6 128.0 14.05 T.33 128.0 14.11 H.14 119.0 19.43 H.15 119.0 19.46 T.71 109.0 25.73 T.69 109.0 26.2 T.57 119.0 21.49 H.19 119.0 21.65 T.59 119.0 21.74 H.18 119.0 21.84 T.58 119.0 21.77 T.65 109.0 26.12 T.64 109.0 26.14 H.22 109.0 26.24 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.4& H.5) 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.4 128 4.90 10.99 0.75 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.1 128 10.99 0.671 0.0 11.000 0.2507 2.758 Vel = 9.97 H.1 128 0.0 0.75 Utr 2.0 7.000 150 9.798 to 0.0 2.000 0.0 T.25 128 10.99 0.671 0.0 9.000 0.2508 2.257 Vel = 9.97 T.25 128 -5.42 0.75 Utb 17.0 5.877 150 12.055 to Ucp 2.0 19.000 0.0 T.24 128 5.57 0.671 0.0 24.877 0.0712 1.772 Vel = 5.05 T.24 128 0.0 1 0.0 12.000 150 13.827 to 0.0 0.0 3.898 T.39 119 5.57 0.862 0.0 12.000 0.0210 0.252 Vel = 3.06 T.39 119 0.0 0.75 Ucp 2.0 1.000 150 17.977 to Utb 17.0 19.000 0.0 T.38 119 5.57 0.671 0.0 20.000 0.0713 1.425 Vel = 5.05 T.38 119 -0.95 0.75 Utr 2.0 2.000 150 19.402 to 0.0 2.000 0.0 H.13 119 4.62 0.671 0.0 4.000 0.0505 0.202 Vel = 4.19 H.13 119 0.0 0.75 Utr 2.0 18.000 150 19.604 to 0.0 2.000 0.0 H.16 119 4.62 0.671 0.0 20.000 0.0505 1.010 Vel = 4.19 H.16 119 0.0 0.75 Utb 17.0 13.000 150 20.614 to 0.0 17.000 0.0 T.53 119 4.62 0.671 0.0 30.000 0.0505 1.514 Vel = 4.19 T.53 119 2.40 1.25 Utr 4.0 2.000 150 22.128 to 0.0 4.000 0.0 T.52 119 7.02 1.054 0.0 6.000 0.0122 0.073 Vel = 2.58 T.52 119 6.52 1.25 0.0 1.000 150 22.201 to 0.0 0.0 0.0 T.51 119 13.54 1.054 0.0 1.000 0.0410 0.041 Vel = 4.98 T.51 119 7.12 1.25 Utr 4.0 2.000 150 22.242 to Uel 11.0 15.000 0.0 T.50 119 20.66 1.054 0.0 17.000 0.0894 1.519 Vel = 7.60 T.50 119 0.0 1.25 0.0 2.000 150 23.761 to 0.0 0.0 0.0 T.49 119 20.66 1.054 0.0 2.000 0.0895 0.179 Vel = 7.60 T.49 119 5.46 1.25 Utr 4.0 8.000 150 23.940 to T 2.44 6.440 4.331 S.1 109 26.12 1.054 0.0 14.440 0.1379 1.991 Vel = 9.60 S.1 109 0.0 1.25 E 1.22 8.000 150 30.262 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 43.597 to 0.0 0.0 14.000 * Fixed Loss = 14 SMTR 95 26.12 1.054 0.0 2.000 0.1380 0.276 Vel = 9.60 SMTR 95 0.0 1.25 E 1.22 50.000 150 57.873 to G 0.407 4.067 0.0 TEE 95 26.12 1.054 T 2.44 54.067 0.1379 7.456 Vel = 9.60 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.4 & H.5) 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 TEE 95 H10 10.00 1.5 T 3.443 50.000 150 65.329 to E 1.721 5.164 6.000 ** Fixed Loss =6 MTR 95 36.12 1.244 0.0 55.164 0.1121 6.182 Vel = 9.53 MTR 95 0.0 1 0.0 25.000 150 77.511 to 0.0 0.0 1.000 * * Fixed Loss = 1 CRB 95 36.12 0.995 0.0 25.000 0.3326 8.314 Vel = 14.90 CRB 95 0.0 1 0.0 10.000 150 86.825 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 91.150 K Factor= 3.78 *New Path H.4 128 2.01 0.75 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 H.5 128 2.01 0.671 0.0 12.000 0.0108 0.130 Vel = 1.82 H.5 128 4.90 13.12 0.75 Utr 2.0 8.000 150 7.170 to 0.0 2.000 0.0 T.31 128 15.13 0.671 0.0 10.000 0.4527 4.527 Vel = 13.73 T.31 128 -5.56 0.75 Utb 17.0 5.958 150 11.697 to Ucp 2.0 19.000 0.0 T.30 128 9.57 0.671 0.0 24.958 0.1940 4.843 Vel = 8.68 T.30 128 0.0 1 Utr 2.0 13.000 150 16.540 to 0.0 2.000 3.898 T.48 119 9.57 0.862 0.0 15.000 0.0573 0.860 Vel = 5.26 T.48 119 -3.04 1 2Utb 34.0 4.000 150 21.298 to 0.0 28.000 0.0 T.52 119 6.53 0.862 0.0 32.000 0.0282 0.903 Vel = 3.59 0.0 T.52 6.53 22.201 K Factor= 1.39 *New Path T.31 128 5.56 0.75 Utr 2.0 7.000 150 11.697 to 0.0 2.000 0.0 H.8 128 5.56 0.671 0.0 9.000 0.0711 0.640 Vel = 5.04 H.8 128 0.0 0.75 Utr 2.0 10.000 150 12.337 to 0.0 2.000 0.0 H.10 128 5.56 0.671 0.0 12.000 0.0710 0.852 Vel = 5.04 H.10 128 0.0 0.75 Utr 2.0 3.000 150 13.189 to 0.0 2.000 0.0 T.37 128 5.56 0.671 0.0 5.000 0.0710 0.355 Vel = 5.04 T.37 128 -1.89 0.75 0.0 14.000 150 13.544 to 0.0 0.0 0.0 H.12 128 3.67 0.671 0.0 14.000 0.0330 0.462 Vel = 3.33 H.12 128 0.0 0.75 Utr 2.0 9.000 150 14.006 to 0.0 2.000 0.0 T.35 128 3.67 0.671 0.0 11.000 0.0329 0.362 Vel = 3.33 T.35 128 3.45 0.75 Ucp 2.0 4.339 150 14.368 to Utb 17.0 19.000 0.0 T.36 128 7.12 0.671 0.0 23.339 0.1123 2.620 Vel = 6.46 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.4 & H.5) Date 8/3/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ***'''t" Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.36 128 0.0 1 Utb 17.0 26.893 150 16.988 to 0.0 14.000 3.898 T.51 119 7.12 0.862 0.0 40.893 0.0332 1.356 Vel = 3.91 0.0 T.51 7.12 22.242 K Factor= 1.51 *New Path T.25 128 5.43 0.75 Utr 2.0 3.000 150 12.055 to 0.0 2.000 0.0 H.3 128 5.43 0.671 0.0 5.000 0.0680 0.340 Vel = 4.93 H.3 128 0.0 0.75 Utr 2.0 10.000 150 12.395 to 0.0 2.000 0.0 H.2 128 5.43 0.671 0.0 12.000 0.0679 0.815 Vel = 4.93 H.2 128 0.0 0.75 Utr 2.0 9.000 150 13.210 to 0.0 2.000 0.0 T.26 128 5.43 0.671 0.0 11.000 0.0679 0.747 Vel = 4.93 T.26 128 -1.57 0.75 Ucp 2.0 1.000 150 13.957 to Utb 17.0 19.000 0.0 T.27 128 3.86 0.671 0.0 20.000 0.0362 0.725 Vel = 3.50 T.27 128 0.0 1 0.0 16.000 150 14.682 to 0.0 0.0 3.898 T.40 119 3.86 0.862 0.0 16.000 0.0107 0.171 Vel = 2.12 T.40 119 0.0 0.75 Utb 17.0 1.000 150 18.751 to Ucp 2.0 19.000 0.0 T.41 119 3.86 0.671 0.0 20.000 0.0363 0.726 Vel = 3.50 T.41 119 0.95 0.75 Utr 2.0 7.000 150 19.477 to 0.0 2.000 0.0 T.45 119 4.81 0.671 0.0 9.000 0.0543 0.489 Vel = 4.36 T.45 119 0.0 0.75 Utr 2.0 1.000 150 19.966 to 0.0 2.000 0.0 T.46 119 4.81 0.671 0.0 3.000 0.0543 0.163 Vel = 4.36 T.46 119 0.0 0.75 Utr 2.0 6.000 150 20.129 to 0.0 2.000 0.0 H.17 119 4.81 0.671 0.0 8.000 0.0544 0.435 Vel = 4.36 H.17 119 0.0 0.75 Utr 2.0 12.000 150 20.564 to 0.0 2.000 0.0 T.55 119 4.81 0.671 0.0 14.000 0.0544 0.761 Vel = 4.36 T.55 119 -3.02 0.75 Utb 17.0 3.263 150 21.325 to Ucp 2.0 19.000 0.0 T.54 119 1.79 0.671 0.0 22.263 0.0087 0.194 Vel = 1.62 T.54 119 0.0 1 0.0 40.000 150 21.519 to 0.0 0.0 4.331 T.63 109 1.79 0.862 0.0 40.000 0.0025 0.102 Vel = 0.98 T.63 109 0.0 0.75 Ucp 2.0 1.000 150 25.952 to Utb 17.0 19.000 0.0 T.62 109 1.79 0.671 0.0 20.000 0.0087 0.175 Vel = 1.62 T.62 109 -0.98 0.75 Utr 2.0 8.000 150 26.127 to 0.0 2.000 0.0 H.21 109 0.81 0.671 0.0 10.000 0.0020 0.020 Vel = 0.73 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.4& H.5) 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.21 109 0.0 0.75 Utr 2.0 10.000 150 26.147 to 0.0 2.000 0.0 H.20 109 0.81 0.671 0.0 12.000 0.0020 0.024 Vel = 0.73 H.20 109 0.0 0.75 Utr 2.0 9.000 150 26.171 to 0.0 2.000 0.0 T.61 109 0.81 0.671 0.0 11.000 0.0020 0.022 Vel = 0.73 T.61 109 0.0 0.75 Utr 2.0 16.000 150 26.193 to 0.0 2.000 0.0 H.23 109 0.81 0.671 0.0 18.000 0.0020 0.036 Vel = 0.73 H.23 109 0.0 0.75 Utr 2.0 2.000 150 26.229 to 0.0 2.000 0.0 T.66 109 0.81 0.671 0.0 4.000 0.0020 0.008 Vel = 0.73 T.66 109 -0.15 0.75 Utr 2.0 1.000 150 26.237 to 0.0 2.000 0.0 T.67 109 0.66 0.671 0.0 3.000 0.0013 0.004 Vel = 0.60 T.67 109 0.15 0.75 Utr 2.0 2.000 150 26.241 to 0.0 2.000 0.0 T.68 109 0.81 0.671 0.0 4.000 0.0020 0.008 Vel = 0.73 T.68 109 4.65 0.75 Ucp 2.0 1.000 150 26.249 to Utb 17.0 19.000 0.0 T.70 109 5.46 0.671 0.0 20.000 0.0686 1.373 Vel = 4.95 T.70 109 0.0 1 Utb 17.0 18.000 150 27.622 to 0.0 14.000 -4.331 T.49 119 5.46 0.862 0.0 32.000 0.0203 0.649 Vel = 3.00 0.0 T.49 5.46 23.940 K Factor= 1.12 *New Path T.37 128 1.89 0.75 Utb 17.0 6.000 150 13.544 to 0.0 17.000 0.0 H.11 128 1.89 0.671 0.0 23.000 0.0097 0.222 Vel = 1.71 H.11 128 0.0 0.75 Utr 2.0 5.000 150 13.766 to 0.0 2.000 0.0 H.9 128 1.89 0.671 0.0 7.000 0.0097 0.068 Vel = 1.71 H.9 128 0.0 0.75 Utb 17.0 12.000 150 13.834 to Utr 2.0 19.000 0.0 T.34 128 1.89 0.671 0.0 31.000 0.0096 0.299 Vel = 1.71 T.34 128 1.56 0.75 Utr 2.0 1.000 150 14.133 to 0.0 2.000 0.0 H.7 128 3.45 0.671 0.0 3.000 0.0293 0.088 Vel = 3.13 H.7 128 0.0 0.75 Utr 2.0 3.000 150 14.221 to 0.0 2.000 0.0 T.35 128 3.45 0.671 0.0 5.000 0.0294 0.147 Vel = 3.13 0.0 T.35 3.45 14.368 K Factor= 0.91 *New Path T.26 128 1.56 0.75 Utr 2.0 6.000 150 13.957 to 0.0 2.000 0.0 T.29 128 1.56 0.671 0.0 8.000 0.0068 0.054 Vel = 1.42 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.4& H.5) 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.29 128 0.0 0.75 Utr 2.0 4.000 150 14.011 to 0.0 2.000 0.0 H.6 128 1.56 0.671 0.0 6.000 0.0068 0.041 Vel = 1.42 H.6 128 0.0 0.75 Utr 2.0 7.000 150 14.052 to 0.0 2.000 0.0 T.33 128 1.56 0.671 0.0 9.000 0.0068 0.061 Vel = 1.42 T.33 128 0.0 0.75 Utr 2.0 1.000 150 14.113 to 0.0 2.000 0.0 T.34 128 1.56 0.671 0.0 3.000 0.0067 0.020 Vel = 1.42 0.0 T.34 1.56 14.133 K Factor= 0.41 *New Path T.38 119 0.94 0.75 Utr 2.0 7.000 150 19.402 to 0.0 2.000 0.0 H.14 119 0.94 0.671 0.0 9.000 0.0027 0.024 Vel = 0.85 H.14 119 0.0 0.75 Utr 2.0 12.000 150 19.426 to 0.0 2.000 0.0 H.15 119 0.94 0.671 0.0 14.000 0.0026 0.037 Vel = 0.85 H.15 119 0.0 0.75 Utr 2.0 3.000 150 19.463 to 0.0 2.000 0.0 T.41 119 0.94 0.671 0.0 5.000 0.0028 0.014 Vel = 0.85 0.0 T.41 0.94 19.477 K Factor= 0.21 *New Path T.48 119 3.04 1 0.0 15.000 150 21.298 to 0.0 0.0 4.331 T.71 109 3.04 0.862 0.0 15.000 0.0069 0.103 Vel = 1.67 T.71 109 0.0 0.75 Ucp 2.0 1.000 150 25.732 to Utb 17.0 19.000 0.0 T.69 109 3.04 0.671 0.0 20.000 0.0233 0.466 Vel = 2.76 -- ----------T.69 109 1.61 0.75 0.0 1.000 150 26.198 to 0.0 0.0 0.0 T.68 109 4.65 0.671 0.0 1.000 0.0510 0.051 Vel = 4.22 0.0 I T.68 4.65 26.249 K Factor= 0.91 *New Path T.55 119 3.02 0.75 Utr 2.0 5.000 150 21.325 to 0.0 2.000 0.0 T.57 119 3.02 0.671 0.0 7.000 0.0230 0.161 Vel = 2.74 T.57 119 0.0 0.75 Utr 2.0 5.000 150 21.486 to 0.0 2.000 0.0 H.19 119 3.02 0.671 0.0 7.000 0.0230 0.161 Vel = 2.74 H.19 119 0.0 0.75 0.0 4.000 150 21.647 to 0.0 0.0 0.0 T.59 119 3.02 0.671 0.0 4.000 0.0230 0.092 Vel = 2.74 T.59 119 -0.62 0.75 Utr 2.0 5.000 150 21.739 to 0.0 2.000 0.0 H.18 119 2.4 0.671 0.0 7.000 0.0150 0.105 Vel = 2.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams • Uponor, Inc. Page 11 . RIVER TERRACE MULTIPLEXES -Two Head Calculation (HA& H.5) 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 21.844 to 0.0 2.000 0.0 T.53 119 2.4 0.671 0.0 19.000 0.0149 0.284 Vel = 2.18 0.0 T.53 2.40 22.128 K Factor= 0.51 *New Path T.59 119 0.63 0.75 Utb 17.0 5.685 150 21.739 to Ucp 2.0 19.000 0.0 T.58 119 0.63 0.671 0.0 24.685 0.0013 0.031 Vel = 0.57 T.58 119 0.0 1 0.0 41.000 150 21.770 to 0.0 0.0 4.331 T.65 109 0.63 0.862 0.0 41.000 0.0004 0.015 Vel = 0.35 T.65 109 0.0 0.75 Ucp 2.0 1.000 150 26.116 to Utb 17.0 19.000 0.0 T.64 109 0.63 0.671 0.0 20.000 0.0012 0.025 Vel = 0.57 T.64 109 0.98 0.75 Utr 2.0 6.000 150 26.141 to 0.0 2.000 0.0 T.69 109 1.61 0.671 0.0 8.000 0.0071 0.057 Vel = 1.46 0.0 T.69 1.61 26.198 K Factor= 0.31 *New Path T.62 109 0.98 0.75 Utr 2.0 3.000 150 26.127 to 0.0 2.000 0.0 T.64 109 0.98 0.671 0.0 5.000 0.0028 0.014 Vel = 0.89 0.0 T.64 0.98 26.141 K Factor= 0.19 *New Path T.66 109 0.14 0.75 Utb 17.0 7.000 150 26.237 to Utr 2.0 19.000 0.0 H.22 109 0.14 0.671 0.0 26.000 0.0001 0.002 Vel = 0.13 H.22 109 0.0 0.75 Utb 17.0 7.000 150 26.239 to 0.0 17.000 0.0 T.67 109 0.14 0.671 0.0 24.000 0.0001 0.002 Vel = 0.13 0.0 T.67 0.14 26.241 K Factor= 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087