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Report (2) I here by certify that this plan, specification, /LIS T242/-ce< or report was prepared by me or under my direct supervision and that I am NICET /6 5 7z* /4-17-- Certified. Tim McDonald Date: 08/05/2021 NICET Certification No, 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2022 • 1 RECEIVED Nov 9 2021 AquaSAFETM FIRE SAFETY SYSTEM CITY OF TIGAR BUILDING DIVISION CtIFFICE Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.5 & H.7) Drawing : RESIDENTIAL Location : DAYLIGHT TRIPLEX SFU TIGARD OR Remote Area : 1 Contract : 39400F 006 Data File : 39400F 006 River Terrace Daylight Triplex, SFU.wx2 Date/Time : 08/04/2021 - 02:30 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Uponor, Inc. Page 1 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.5& 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 006 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 26.4282 Psi Required 90.62 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.5 & 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 : 26.428 C2 - Residual Flow : 300 D2 - System Pressure : 90.620 Hose ( Demand ) : 10 D3 - System Demand : 36.428 Safety Margin : 14.279 150 140 130 p120 R 110 C1 _ C2 E 100 D2 _ S 90 S 80 D3 U 70 R 60 E 50 40 30 20 10 ;4...... .... .. . . . . _ . . . . 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85 ) Computer Programs by Hydrated Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor, Inc. Page 3 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.5& H.7) Date 8/4/2021 Fitting Legend Abbrev. Name % % 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 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 Flbw Summary - NFPA Uponor, Inc. Page 4 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.5 & H.7) Date 8/4/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.899 36.43 90.62 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 128.0 4.9 7.04 13.0 T.31 128.0 12.85 H.8 128.0 13.27 T.32 128.0 13.62 T.33 128.0 14.58 T.55 119.0 18.69 T.56 119.0 19.65 T.53 119.0 20.23 H.15 119.0 20.37 T.54 119.0 20.71 T.50 119.0 21.78 T.49 119.0 22.0 T.71 109.0 26.43 T.72 109.0 26.66 H.22 109.0 26.81 T.76 109.0 26.93 T.75 109.0 27.28 T.43 119.0 23.17 S.1 109.0 29.26 PRV 95.0 42.62 SMTR 95.0 56.9 TEE 95.0 64.52 10.0 MTR 95.0 76.8 CRB 95.0 86.24 STR 95.0 90.62 H.7 128.0 4.9 7.51 13.43 T.35 128.0 11.39 T.34 128.0 15.89 T.46 119.0 22.25 T.45 119.0 22.44 T.44 119.0 22.94 T.36 128.0 13.38 H.12 128.0 13.68 T.41 128.0 13.91 H.11 128.0 14.05 H.6 128.0 14.61 T.29 128.0 15.14 T.30 128.0 17.55 T.48 119.0 21.95 H.3 128.0 13.16 H.1 128.0 13.6 T.28 128.0 14.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 6 Flow Summary - NFPA Uponor, Inc. Page 5 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.5 & H.7) Date 8/4/2021 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 128.0 14.35 H.4 128.0 14.94 H.10 128.0 13.48 T.37 128.0 13.72 T.39 128.0 14.62 T.62 119.0 18.75 T.59 119.0 19.65 H.17 119.0 19.81 H.19 119.0 20.26 T.61 119.0 20.55 T.60 119.0 20.71 H.18 119.0 20.92 H.13 119.0 21.57 T.47 119.0 22.19 H.9 128.0 13.66 T.38 128.0 13.71 T.58 119.0 19.65 H.16 119.0 19.65 H.14 119.0 21.86 T.69 109.0 26.34 T.70 109.0 26.66 H.20 109.0 26.68 T.68 109.0 26.73 H.21 109.0 26.85 T.74 109.0 26.93 T.73 109.0 27.13 H.24 109.0 26.93 H.25 109.0 26.93 H.23 109.0 26.93 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.5 & 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.5 128 4.90 9.56 0.75 Utb 17.0 11.000 150 7.040 to Utr 2.0 19.000 0.0 T.31 128 9.56 0.671 0.0 30.000 0.1936 5.807 Vel = 8.67 T.31 128 -4.05 0.75 Utr 2.0 4.000 150 12.847 to 0.0 2.000 0.0 H.8 128 5.51 0.671 0.0 6.000 0.0698 0.419 Vel = 5.00 H.8 128 0.0 0.75 Utr 2.0 3.000 150 13.266 to 0.0 2.000 0.0 T.32 128 5.51 0.671 0.0 5.000 0.0700 0.350 Vel = 5.00 T.32 128 -1.01 0.75 Ucp 2.0 1.000 150 13.616 to Utb 17.0 19.000 0.0 T.33 128 4.5 0.671 0.0 20.000 0.0480 0.960 Vel = 4.08 T.33 128 0.0 1 0.0 15.000 150 14.576 to 0.0 0.0 3.898 T.55 119 4.5 0.862 0.0 15.000 0.0142 0.213 Vel = 2.47 T.55 119 0.0 0.75 Utb 17.0 1.000 150 18.687 to Ucp 2.0 19.000 0.0 T.56 119 4.5 0.671 0.0 20.000 0.0480 0.961 Vel = 4.08 T.56 119 0.02 0.75 Utr 2.0 10.000 150 19.648 1 to 0.0 2.000 0.0 T.53 119 4.52 0.671 0.0 12.000 0.0484 0.581 Vel = 4.10 T.53 119 0.0 0.75 Utr 2.0 1.000 150 20.229 to 0.0 2.000 0.0 H.15 119 4.52 0.671 0.0 3.000 0.0483 0.145 Vel = 4.10 H.15 119 0.0 0.75 Utr 2.0 5.000 150 20.374 to 0.0 2.000 0.0 T.54 119 4.52 0.671 0.0 7.000 0.0486 0.340 Vel = 4.10 T.54 119 0.0 0.75 Utr 2.0 20.000 150 20.714 to 0.0 2.000 0.0 T.50 119 4.52 0.671 0.0 22.000 0.0484 1.065 Vel = 4.10 T.50 119 -2.46 0.75 Utb 17.0 1.000 150 21.779 to Ucp 2.0 19.000 0.0 T.49 119 2.06 0.671 0.0 20.000 0.0113 0.226 Vel = 1.87 T.49 119 0.0 1 0.0 27.000 150 22.005 to 0.0 0.0 4.331 T.71 109 2.06 0.862 0.0 27.000 0.0033 0.090 Vel = 1.13 T.71 109 0.0 0.75 Utb 17.0 2.000 150 26.426 to Ucp 2.0 19.000 0.0 T.72 109 2.06 0.671 0.0 21.000 0.0113 0.237 Vel = 1.87 T.72 109 0.58 0.75 Utr 2.0 6.000 150 26.663 to 0.0 2.000 0.0 H.22 109 2.64 0.671 0.0 8.000 0.0179 0.143 Vel = 2.40 H.22 109 0.0 0.75 Utr 2.0 5.000 150 26.806 to 0.0 2.000 0.0 T.76 109 2.64 0.671 0.0 7.000 0.0179 0.125 Vel = 2.40 T.76 109 -0.05 0.75 Utb 17.0 1.000 150 26.931 to Ucp 2.0 19.000 0.0 T.75 109 2.59 0.671 0.0 20.000 0.0173 0.346 Vel = 2.35 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.5 & 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.75 109 0.0 1 Utb 17.0 30.000 150 27.277 to 0.0 14.000 -4.331 T.43 119 2.59 0.862 0.0 44.000 0.0051 0.225 Vel = 1.42 T.43 119 23.84 1.25 Utr 4.0 6.000 150 23.171 to T 2.44 6.440 4.331 S.1 109 26.43 1.054 0.0 12.440 0.1409 1.753 Vel = 9.72 S.1 109 0.0 1.25 E 1.22 8.000 150 29.255 to 0.0 1.220 12.063 ** Fixed Loss =6 PRV 95 26.43 1.054 0.0 9.220 0.1409 1.299 Vel = 9.72 PRV 95 0.0 1.25 0.0 2.000 150 42.617 to 0.0 0.0 14.000 ** Fixed Loss = 14 SMTR 95 26.43 1.054 0.0 2.000 0.1410 0.282 Vel = 9.72 SMTR 95 0.0 1.25 E 1.22 50.000 150 56.899 to G 0.407 4.067 0.0 TEE 95 26.43 1.054 T 2.44 54.067 0.1409 7.619 Vel = 9.72 TEE 95 H10 10.00 1.5 T 3.443 50.000 150 64.518 to E 1.721 5.164 6.000 **Fixed Loss =6 MTR 95 36.43 1.244 0.0 55.164 0.1138 6.280 Vel = 9.62 MTR 95 0.0 1 0.0 25.000 150 76.798 to 0.0 0.0 1.000 ** Fixed Loss = 1 CRB 95 36.43 0.995 0.0 25.000 0.3378 8.444 Vel = 15.03 CRB 95 0.0 1 0.0 10.000 150 86.242 to 0.0 0.0 1.000 ** Fixed Loss = 1 STR 95 36.43 0.995 0.0 10.000 0.3378 3.378 Vel = 15.03 _ 0.0 STR 36.43 90.620 K Factor= 3.83 *New Path H.5 128 3.44 0.75 Utr 2.0 14.000 150 7.040 to 0.0 2.000 0.0 H.7 128 3.44 0.671 0.0 16.000 0.0293 0.469 Vel = 3.12 H.7 128 4.90 13.43 0.75 Utr 2.0 5.000 150 7.509 to 0.0 2.000 0.0 T.35 128 16.87 0.671 0.0 7.000 0.5539 3.877 Vel = 15.31 T.35 128 -6.49 0.75 Utb 17.0 1.000 150 11.386 to Ucp 2.0 19.000 0.0 T.34 128 10.38 0.671 0.0 20.000 0.2254 4.507 Vel = 9.42 T.34 128 0.0 1 Utb 17.0 23.000 150 15.893 to 0.0 14.000 3.898 T.46 119 10.38 0.862 0.0 37.000 0.0665 2.462 Vel = 5.71 T.46 119 6.59 1.25 0.0 3.000 150 22.253 to 0.0 0.0 0.0 T.45 119 16.97 1.054 0.0 3.000 0.0620 0.186 Vel = 6.24 T.45 119 4.95 1.25 Utr 4.0 1.000 150 22.439 to 0.0 4.000 0.0 T.44 119 21.92 1.054 0.0 5.000 0.0998 0.499 Vel = 8.06 T.44 119 1.92 1.25 0.0 2.000 150 22.938 to 0.0 0.0 0.0 T.43 119 23.84 1.054 0.0 2.000 0.1165 0.233 Vel = 8.77 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.5 & 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.43 23.84 23.171 K Factor= 4.95 *New Path T.35 128 6.50 0.75 Utb 17.0 4.000 150 11.386 to 0.0 17.000 0.0 T.36 128 6.5 0.671 0.0 21.000 0.0948 1.990 Vel = 5.90 T.36 128 -3.14 0.75 Utr 2.0 9.000 150 13.376 to 0.0 2.000 0.0 H.12 128 3.36 0.671 0.0 11.000 0.0280 0.308 Vel = 3.05 H.12 128 0.0 0.75 Utr 2.0 6.000 150 13.684 to 0.0 2.000 0.0 T.41 128 3.36 0.671 0.0 8.000 0.0279 0.223 Vel = 3.05 T.41 128 0.0 0.75 0.0 5.000 150 13.907 to 0.0 0.0 0.0 H.11 128 3.36 0.671 0.0 5.000 0.0280 0.140 Vel = 3.05 H.11 128 0.0 0.75 Utr 2.0 18.000 150 14.047 to 0.0 2.000 0.0 H.6 128 3.36 0.671 0.0 20.000 0.0280 0.559 Vel = 3.05 H.6 128 0.0 0.75 Utr 2.0 17.000 150 14.606 to 0.0 2.000 0.0 T.29 128 3.36 0.671 0.0 19.000 0.0279 0.531 Vel = 3.05 T.29 128 4.04 0.75 Ucp 2.0 1.000 150 15.137 to Utb 17.0 19.000 0.0 T.30 128 7.4 0.671 0.0 20.000 0.1207 2.414 Vel = 6.71 T.30 128 0.0 1 Utr 2.0 12.000 150 17.551 to 0.0 2.000 3.898 T.48 119 7.4 0.862 0.0 14.000 0.0356 0.499 Vel = 4.07 T.48 119 -2.45 1 2Utb 34.0 1.000 150 21.948 to 0.0 28.000 0.0 T.45 119 4.95 0.862 0.0 29.000 0.0169 0.491 Vel = 2.72 0.0 T.45 4.95 22.439 K Factor= 1.04 *New Path T.31 128 4.05 0.75 Utr 2.0 6.000 150 12.847 to 0.0 2.000 0.0 H.3 128 4.05 0.671 0.0 8.000 0.0395 0.316 Vel = 3.67 H.3 128 0.0 0.75 Utr 2.0 9.000 150 13.163 to 0.0 2.000 0.0 H.1 128 4.05 0.671 0.0 11.000 0.0395 0.434 Vel = 3.67 H.1 128 0.0 0.75 Utr 2.0 12.000 150 13.597 to 0.0 2.000 0.0 T.28 128 4.05 0.671 0.0 14.000 0.0395 0.553 Vel = 3.67 T.28 128 0.0 0.75 Utr 2.0 3.000 150 14.150 to 0.0 2.000 0.0 H.2 128 4.05 0.671 0.0 5.000 0.0394 0.197 Vel = 3.67 H.2 128 0.0 0.75 Utr 2.0 13.000 150 14.347 to 0.0 2.000 0.0 H.4 128 4.05 0.671 0.0 15.000 0.0395 0.593 Vel = 3.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams R Uponor, Inc. Page 9 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.5& 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.4 128 0.0 0.75 Utr 2.0 3.000 150 14.940 to 0.0 2.000 0.0 T.29 128 4.05 0.671 0.0 5.000 0.0394 0.197 Vel = 3.67 0.0 T.29 4.05 15.137 K Factor= 1.04 *New Path T.36 128 3.14 0.75 Utr 2.0 2.000 150 13.376 to 0.0 2.000 0.0 H.10 128 3.14 0.671 0.0 4.000 0.0248 0.099 Vel = 2.85 H.10 128 0.0 0.75 0.0 10.000 150 13.475 to 0.0 0.0 0.0 T.37 128 3.14 0.671 0.0 10.000 0.0247 0.247 Vel = 2.85 T.37 128 1.01 0.75 Ucp 2.0 2.750 150 13.722 to Utb 17.0 19.000 0.0 T.39 128 4.15 0.671 0.0 21.750 0.04.1.3 0.898 Vel = 3.77 T.39 128 0.0 1 0.0 18.910 150 14.620 to 0.0 0.0 3.898 T.62 119 4.15 0.862 _ 0.0 18.910 0.0122 0.231 Vel = 2.28 T.62 119 0.0 0.75 Ucp 2.0 2.750 150 18.749 to Utb 17.0 19.000 0.0 T.59 119 4.15 0.671 _ 0.0 21.750 0.0413 0.899 Vel = 3.77 T.59 119 -0.02 0.75 0.0 4.000 150 19.648 to 0.0 0.0 0.0 H.17 119 4.13 0.671 0.0 4.000 0.0410 0.164 Vel = 3.75 H.17 119 0.0 0.75 Utr 2.0 9.000 150 19.812 to 0.0 2.000 0.0 H.19 119 4.13 0.671 0.0 11.000 0.0410 0.451 Vel = 3.75 H.19 119 0.0 0.75 Utr 2.0 5.000 150 20.263 to 0.0 2.000 0.0 T.61 119 4.13 0.671 0.0 7.000 _ 0.0409 0.286 Vel = 3.75 T.61 119 0.0 0.75 0.0 4.000 150 20.549 to 0.0 0.0 0.0 T.60 119 4.13 0.671 0.0 4.000 0.0410 0.164 Vel = 3.75 T.60 119 0.0 0.75 Utr 2.0 3.000 150 20.713 to 0.0 2.000 0.0 H.18 119 4.13 0.671 0.0 5.000 0.0410 0.205 Vel = 3.75 H.18 119 0.0 0.75 Utr 2.0 14.000 150 20.918 to 0.0 2.000 0.0 H.13 119 4.13 0.671 0.0 16.000 0.0410 0.656 Vel = 3.75 H.13 119 0.0 0.75 Utr 2.0 13.000 150 21.574 to 0.0 2.000 0.0 T.47 119 4.13 0.671 0.0 15.000 0.0409 0.614 Vel = 3.75 T.47 119 2.46 1.25 Utr 4.0 2.000 150 22.188 to 0.0 4.000 0.0 T.46 119 6.59 1.054 0.0 6.000 0.0108 0.065 Vel = 2.42 0.0 T.46 6.59 22.253 K Factor= 1.40 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.5 & 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 *New Path T.32 128 1.01 0.75 Utr 2.0 12.000 150 13.616 to 0.0 2.000 0.0 H.9 128 1.01 0.671 0.0 14.000 0.0030 0.042 Vel = 0.92 H.9 128 0.0 0.75 0.0 17.000 150 13.658 to 0.0 0.0 0.0 T.38 128 1.01 0.671 0.0 17.000 0.0030 0.051 Vel = 0.92 T.38 128 0.0 0.75 Utr 2.0 2.000 150 13.709 to 0.0 2.000 0.0 T.37 128 1.01 0.671 0.0 4.000 0.0032 0.013 Vel = 0.92 0.0 T.37 1.01 13.722 K Factor= 0.27 *New Path T.59 119 0.02 0.75 Utr 2.0 10.000 150 19.648 to 0.0 2.000 0.0 T.58 119 0.02 0.671 0.0 12.000 0 0.0 Vel = 0.02 T.58 119 0.0 0.75 Utr 2.0 10.000 150 19.648 to 0.0 2.000 0.0 H.16 119 0.02 0.671 0.0 12.000 0 0.0 Vel = 0.02 H.16 119 0.0 0.75 Utr 2.0 5.000 150 19.648 to 0.0 2.000 0.0 T.56 119 0.02 0.671 0.0 7.000 0 0.0 Vel = 0.02 0.0 T.56 0.02 19.648 K Factor=0 *New Path T.50 119 2.46 0.75 Utr 2.0 3.000 150 21.779 to 0.0 2.000 0.0 H.14 119 2.46 0.671 0.0 5.000 0.0158 0.079 Vel = 2.23 H.14 119 0.0 0.75 Utb 17.0 2.000 150 21.858 to Utr 2.0 19.000 0.0 T.47 119 2.46 0.671 0.0 21.000 0.0157 0.330 Vel = 2.23 0.0 T.47 2.46 22.188 K Factor= 0.52 *New Path T.48 119 2.45 1 0.0 14.000 150 21.948 to 0.0 0.0 4.331 T.69 109 2.45 0.862 0.0 14.000 0.0046 0.065 Vel = 1.35 T.69 109 0.0 0.75 Utb 17.0 1.000 150 26.344 to Ucp 2.0 19.000 0.0 T.70 109 2.45 0.671 0.0 20.000 0.0156 0.313 Vel = 2.22 T.70 109 -0.58 0.75 Utr 2.0 1.000 150 26.657 to 0.0 2.000 0.0 H.20 109 1.87 0.671 0.0 3.000 0.0093 0.028 Vel = 1.70 H.20 109 0.0 0.75 Utr 2.0 3.000 150 26.685 to 0.0 2.000 0.0 T.68 109 1.87 0.671 0.0 5.000 0.0096 0.048 Vel = 1.70 T.68 109 0.0 0.75 Utr 2.0 10.000 150 26.733 to 0.0 2.000 0.0 H.21 109 1.87 0.671 0.0 12.000 0.0094 0.113 Vel = 1.70 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 (H.5 & 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.21 109 0.0 0.75 Utr 2.0 7.000 150 26.846 to 0.0 2.000 0.0 T.74 109 1.87 0.671 0.0 9.000 0.0096 0.086 Vel = 1.70 T.74 109 0.05 0.75 Utb 17.0 1.000 150 26.932 to Ucp 2.0 19.000 0.0 T.73 109 1.92 0.671 0.0 20.000 0.0100 0.199 Vel = 1.74 T.73 109 0.0 1 Utb 17.0 33.000 150 27.131 to 0.0 14.000 -4.331 T.44 119 1.92 0.862 0.0 47.000 0.0029 0.138 Vel = 1.06 0.0 T.44 1.92 22.938 K Factor= 0.40 *New Path T.70 109 0.58 0.75 Utr 2.0 4.000 150 26.657 to 0.0 2.000 0.0 T.72 109 0.58 0.671 0.0 6.000 0.0010 0.006 Vel = 0.53 0.0 T.72 0.58 26.663 K Factor= 0.11 *New Path T.76 109 0.05 0.75 Utr 2.0 3.000 150 26.931 to 0.0 2.000 0.0 H.24 109 0.05 0.671 0.0 5.000 0.0002 0.001 Vel = 0.05 H.24 109 0.0 0.75 0.0 12.000 150 26.932 to 0.0 0.0 0.0 H.25 109 0.05 0.671 0.0 12.000 0 0.0 Vel = 0.05 H.25 109 0.0 0.75 Utr 2.0 9.000 150 26.932 to 0.0 2.000 0.0 H.23 109 0.05 0.671 0.0 11.000 0 0.0 Vel = 0.05 H.23 109 0.0 0.75 Utr 2.0 6.000 150 26.932 to 0.0 2.000 0.0 T.74 109 0.05 0.671 0.0 8.000 0 0.0 Vel = 0.05 0.0 T.74 0.05 26.932 K Factor= 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087