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..+..«. ....at..,au�w..ir.z..smasst�uwruaima�4r'lsctSwaxr.aar�uaHYbvaeu a e;• a. i• ax _..«.u+.��- ......� �,. • here by certify that this plan, specification,. or report was prepared by me or under my direct supervision and that I am NICET IL/STzou 00 l<C 5 Certified. /4 0 /6S 1* ,9z/2 , -> 7t j Tim W McDonald Date: 08/05/2021 NICET Certification N o. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2022 RECEIVED NOV 9 2021 AquaSAFETM FIRE SAFETY SYSTEM OITYOFTIGARL BUILDING DIVISION OFFICE Gan Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES -One Head Calculation (H.6) Drawing : RESIDENTIAL Location : DAYLIGHT TRIPLEX SFU TIGARD OR Remote Area : 1 Contract : 39400F 006 Data File : 39400F 006 River Terrace Daylight Triplex, SFU.wx1 Date/Time : 08/04/2021 -02:33 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.6) 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: (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 76.94 At Ref Pt STR Summary C-Factor Used: Overhbad 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.6) 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 : 76.942 Hose ( Demand ) : 10 D3- System Demand : 26.974 Safety Margin : 28.000 150 140 130 P 120 R110 Cl C2 E 100 0 S 90 S 80 . n2 U 70 D R 60 E 50 40 30 20 10 n1 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.6) 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 FlOw Summary - NFPA Uponor, Inc. Page 4 RIVER TERRACE MULTIPLEXES - One Head Calculation (H.6) 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 76.942 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 128.0 4.9 12.0 16.97 T.29 128.0 15.98 T.30 128.0 18.2 T.48 119.0 22.56 T.45 119.0 23.03 T.44 119.0 23.24 T.43 119.0 23.34 S.1 109.0 28.44 PRV 95.0 41.08 SMTR 95.0 55.2 TEE 95.0 58.56 10.0 MTR 95.0 68.16 CRB 95.0 74.0 STR 95.0 76.94 H.11 128.0 14.18 T.41 128.0 14.72 H.12 128.0 15.59 T.36 128.0 16.79 T.35 128.0 17.43 T.34 128.0 18.49 T.46 119.0 22.97 H.4 128.0 16.08 H.2 128.0 16.4 T.28 128.0 16.51 H.1 128.0 16.8 H.3 128.0 17.04 T.31 128.0 17.21 H.5 128.0 17.34 H.7 128.0 17.4 H.10 128.0 16.91 T.37 128.0 17.21 T.39 128.0 17.58 T.62 119.0 21.57 T.59 119.0 21.95 H.17 119.0 22.01 H.19 119.0 22.19 T.61 119.0 22.3 T.60 119.0 22.36 H.18 119.0 22.44 H.13 119.0 22.7 T.47 119.0 22.94 H.8 128.0 17.25 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.6) Date 8/4/2021 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.32 128.0 17.29 T.33 128.0 17.63 T.55 119.0 21.61 T.56 119.0 21.95 T.53 119.0 22.17 H.15 119.0 22.22 T.54 119.0 22.35 T.50 119.0 22.75 T.49 119.0 22.81 T.71 109.0 27.16 T.72 109.0 27.23 H.22 109.0 27.3 T.76 109.0 27.37 T.75 109.0 27.55 T.38 128.0 17.22 H.9 128.0 17.26 T.58 119.0 21.95 H.16 119.0 21.95 T.69 109.0 26.94 T.70 109.0 27.21 H.20 109.0 27.23 T.68 109.0 27.26 H.21 109.0 27.32 T.74 109.0 27.37 T.73 109.0 27.49 H.14 119.0 22.78 H.24 109.0 27.37 H.25 109.0 27.37 H.23 109.0 27.37 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.6) 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.6 128 4.90 9.97 0.75 Utr 2.0 17.000 150 12.000 to 0.0 2.000 0.0 T.29 128 9.97 0.671 0.0 19.000 0.2094 3.978 Vel = 9.05 T.29 128 -2.89 0.75 Ucp 2.0 1.000 150 15.978 to Utb 17.0 19.000 0.0 T.30 128 7.08 0.671 0.0 20.000 0.1112 2.223 Vel= 6.42 T.30 128 0.0 1 Utr 2.0 12.000 150 18.201 to 0.0 2.000 3.898 T.48 119 7.08 0.862 0.0 14.000 0.0328 0.459 Vel = 3.89 T.48 119 -2.25 1 2Utb 34.0 1.000 150 22.558 to 0.0 28.000 0.0 T.45 119 4.83 0.862 0.0 29.000 0.0162 0.469 Vel = 2.66 T.45 119 8.88 1.25 Utr 4.0 1.000 150 23.027 to 0.0 4.000 0.0 T.44 119 13.71 1.054 0.0 5.000 0.0418 0.209 Vel = 5.04 T.44 119 1.44 1.25 0.0 2.000 150 23.236 to 0.0 0.0 0.0 T.43 119 15.15 1.054 0.0 2.000 0.0505 0.101 Vel = 5.57 T.43 119 1.82 1.25 Utr 4.0 6.000 150 23.337 to T 2.44 6.440 4.331 S.1 109 16.97 1.054 0.0 12.440 0.0621 0.772 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 28.440 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 41.077 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 55.201 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 58.560 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 68.161 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 74.005 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 76.942 K Factor= 3.07 *New Path H.6 128 7.00 0.75 Utr 2.0 18.000 150 12.000 to 0.0 2.000 0.0 H.11 128 7.0 0.671 0.0 20.000 0.1089 2.178 Vel = 6.35 H.11 128 0.0 0.75 0.0 5.000 150 14.178 to 0.0 0.0 0.0 T.41 128 7.0 0.671 0.0 5.000 0.1088 0.544 Vel = 6.35 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.6) Date 8/4/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.41 128 0.0 0.75 Utr 2.0 6.000 150 14.722 to 0.0 2.000 0.0 H.12 128 7.0 0.671 0.0 8.000 0.1089 0.871 Vel = 6.35 H.12 128 0.0 0.75 Utr 2.0 9.000 150 15.593 to 0.0 2.000 0.0 T.36 128 7.0 0.671 0.0 11.000 0.1089 1.198 Vel = 6.35 T.36 128 -3.47 0.75 Utb 17.0 4.000 150 16.791 to 0.0 17.000 0.0 T.35 128 3.53 0.671 0.0 21.000 0.0306 0.643 Vel = 3.20 T.35 128 1.21 0.75 Utb 17.0 1.000 150 17.434 to Ucp 2.0 19.000 0.0 T.34 128 4.74 0.671 0.0 20.000 0.0530 1.060 Vel = 4.30 T.34 128 0.0 1 Utb 17.0 23.000 150 18.494 to 0.0 14.000 3.898 T.46 119 4.74 0.862 0.0 37.000 0.0156 0.578 Vel = 2.61 T.46 119 4.14 1.25 0.0 3.000 150 22.970 to 0.0 0.0 0.0 T.45 119 8.88 1.054 0.0 3.000 0.0190 0.057 Vel = 3.27 0.0 T.45 8.88 23.027 K Factor= 1.85 *New Path T.29 128 2.89 0.75 Utr 2.0 3.000 150 15.978 to 0.0 2.000 0.0 H.4 128 2.89 0.671 0.0 5.000 0.0212 0.106 Vel = 2.62 H.4 128 0.0 0.75 Utr 2.0 13.000 150 16.084 to 0.0 2.000 0.0 H.2 128 2.89 0.671 0.0 15.000 0.0212 0.318 Vel = 2.62 H.2 128 0.0 0.75 Utr 2.0 3.000 150 16.402 to 0.0 2.000 0.0 T.28 128 2.89 0.671 0.0 5.000 0.0212 0.106 Vel = 2.62 T.28 128 0.0 0.75 Utr 2.0 12.000 150 16.508 to 0.0 2.000 0.0 H.1 128 2.89 0.671 0.0 14.000 0.0212 0.297 Vel = 2.62 H.1 128 0.0 0.75 Utr 2.0 9.000 150 16.805 to 0.0 2.000 0.0 H.3 128 2.89 0.671 0.0 11.000 0.0212 0.233 Vel = 2.62_ H.3 128 0.0 0.75 Utr 2.0 6.000 150 17.038 to 0.0 2.000 0.0 T.31 128 2.89 0.671 0.0 8.000 0.0213 0.170 Vel = 2.62 T.31 128 -1.67 0.75 Utb 17.0 11.000 150 17.208 to Utr 2.0 19.000 0.0 H.5 128 1.22 0.671 0.0 30.000 0.0043 0.128 VeI = 1.11 H.5 128 0.0 0.75 Utr 2.0 14.000 150 17.336 to 0.0 2.000 0.0 H.7 128 1.22 0.671 0.0 16.000 0.0042 0.068 VeI = 1.11 H.7 128 0.0 0.75 Utr 2.0 5.000 150 17.404 to 0.0 2.000 0.0 T.35 128 1.22 0.671 0.0 7.000 0.0043 0.030 Vel = 1.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Filial Calculations : Hazen-Williams Uponor, Inc. Page 8 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.6) 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_35 1.22 17.434 K Factor= 0.29 *New Path T.36 128 3.47 0.75 Utr 2.0 2.000 150 16.791 to 0.0 2.000 0.0 H.10 128 3.47 0.671 0.0 4.000 0.0298 0.119 Vel = 3.15 H.10 128 0.0 0.75 0.0 10.000 150 16.910 to 0.0 0.0 0.0 T.37 128 3.47 0.671 0.0 10.000 0.0298 0.298 Vel = 3.15 T.37 128 -0.89 0.75 Ucp 2.0 2.750 150 17.208 to Utb 17.0 19.000 0.0 T.39 128 2.58 0.671 0.0 21.750 0.0171 0.372 Vel = 2.34 T.39 128 0.0 1 0.0 18.910 150 17.580 to 0.0 0.0 3.898 T.62 119 2.58 0.862 0.0 18.910 0.0051 0.096 Vel = 1.42 T.62 119 0.0 0.75 Ucp 2.0 2.750 150 21.574 to Utb 17.0 19.000 0.0 T.59 119 2.58 0.671 0.0 21.750 0.0171 0.373 Vel = 2.34 T.59 119 -0.09 0.75 0.0 4.000 150 21.947 to 0.0 0.0 0.0 H.17 119 2.49 0.671 0.0 4.000 0.0160 0.064 Vel = 2.26 H.17 119 0.0 0.75 Utr 2.0 9.000 150 22.011 to 0.0 2.000 0.0 H.19 119 2.49 0.671 0.0 11.000 0.0161 0.177 Vel = 2.26 H.19 119 0.0 0.75 Utr 2.0 5.000 150 22.188 to 0.0 2.000 0.0 T.61 119 2.49 0.671 0.0 7.000 0.0160 0.112 Vel = 2.26 T.61 119 0.0 0.75 0.0 4.000 150 22.300 to 0.0 0.0 0.0 T.60 119 2.49 0.671 0.0 4.000 0.0162 0.065 Vel = 2.26 T.60 119 0.0 0.75 Utr 2.0 3.000 150 22.365 to 0.0 2.000 0.0 H.18 119 2.49 0.671 0.0 5.000 0.0160 0.080 Vel = 2.26 H.18 119 0.0 0.75 Utr 2.0 14.000 150 22.445 to 0.0 2.000 0.0 H.13 119 2.49 0.671 0.0 16.000 0.0161 0.257 Vel = 2.26 H.13 119 0.0 0.75 Utr 2.0 13.000 150 22.702 to 0.0 2.000 0.0 T.47 119 2.49 0.671 0.0 15.000 0.0161 0.241 Vel = 2.26 T.47 119 1.65 1.25 Utr 4.0 2.000 150 22.943 to 0.0 4.000 0.0 T.46 119 4.14 1.054 0.0 6.000 0.0045 0.027 Vel = 1.52 0.0 T.46 4.14 22.970 K Factor= 0.86 *New Path T.31 128 1.68 0.75 Utr 2.0 4.000 150 17.208 to 0.0 2.000 0.0 H.8 128 1.68 0.671 0.0 6.000 0.0077 0.046 Vel = 1.52 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.6) 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 3.000 150 17.254 to 0.0 2.000 0.0 T.32 128 1.68 0.671 0.0 5.000 0.0076 0.038 Vel= 1.52 T.32 128 0.89 0.75 Ucp 2.0 1.000 150 17.292 to Utb 17.0 19.000 0.0 T.33 128 2.57 0.671 0.0 20.000 0.0171 0.342 Vel = 2.33 T.33 128 0.0 1 0.0 15.000 150 17.634 to 0.0 0.0 3.898 T.55 119 2.57 0.862 0.0 15.000 0.0050 0.075 Vel = 1.41 T.55 119 0.0 0.75 Utb 17.0 1.000 150 21.607 to Ucp 2.0 19.000 0.0 T.56 119 2.57 0.671 0.0 20.000 0.0171 0.341 Vel = 2.33 - T.56 119 0.09 0.75 Utr 2.0 10.000 150 21.948 to 0.0 2.000 0.0 T.53 119 2.66 0.671 0.0 12.000 0.0182 0.218 Vel = 2.41 T.53 119 0.0 0.75 Utr 2.0 1.000 150 22.166 to 0.0 2.000 0.0 H.15 119 2.66 0.671 0.0 3.000 0.0180 0.054 Vel = 2.41 H.15 119 0.0 0.75 Utr 2.0 5.000 150 22.220 to 0.0 2.000 0.0 T.54 119 2.66 0.671 0.0 7.000 0.0183 0.128 Vel = 2.41 T.54 119 0.0 0.75 Utr 2.0 20.000 150 22.348 to 0.0 2.000 0.0 T.50 119 2.66 0.671 0.0 22.000 0.0181 0.399 Vel = 2.41 T.50 119 -1.65 0.75 Utb 17.0 1.000 150 22.747 to Ucp 2.0 19.000 0.0 T.49 119 1.01 0.671 0.0 20.000 0.0039 0.061 Vel = 0.92 T.49 119 0.0 1 0.0 27.000 150 22.808 to 0.0 0.0 4.331 T.71 109 1.01 0.862 0.0 27.000 0.0009 0.024 Vel = 0.56 T.71 109 0.0 0.75 Utb 17.0 2.000 150 27.163 to Ucp 2.0 19.000 0.0 T.72 109 1.01 0.671 0.0 21.000 0.0030 0.063 Vel = 0.92 T.72 109 0.87 0.75 Utr 2.0 6.000 150 27.226 to 0.0 2.000 0.0 H.22 109 1.88 0.671 0.0 8.000 0.0095 0.076 Vel = 1.71 H.22 109 0.0 0.75 Utr 2.0 5.000 150 27.302 to 0.0 2.000 0.0 T.76 109 1.88 0.671 0.0 7.000 0.0096 0.067 Vel = 1.71 T.76 109 -0.06 0.75 Utb 17.0 1.000 150 27.369 to Ucp 2.0 19.000 0.0 T.75 109 1.82 0.671 0.0 20.000 0.0090 0.181 Vel = 1.65 T.75 109 0.0 1 Utb 17.0 30.000 150 27.550 to 0.0 14.000 -4.331 T.43 119 1.82 0.862 0.0 44.000 0.0027 0.118 Vel = 1.00 0.0 T.43 1.82 23.337 K Factor= 0.38 *New Path 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.6) 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.37 128 0.90 0.75 Utr 2.0 2.000 150 17.208 to 0.0 2.000 0.0 T.38 128 0.9 0.671 0.0 4.000 0.0022 0.009 Vel = 0.82_ T.38 128 0.0 0.75 0.0 17.000 150 17.217 to 0.0 0.0 0.0 H.9 128 0.9 0.671 0.0 17.000 0.0024 0.041 Vel = 0.82 H.9 128 0.0 0.75 Utr 2.0 12.000 150 17.258 to 0.0 2.000 0.0 T.32 128 0.9 0.671 0.0 14.000 0.0024 0.034 Vel = 0.82 0.0 T.32 0.90 17.292 K Factor= 0.22 *New Path T.59 119 0.09 0.75 Utr 2.0 10.000 150 21.947 to 0.0 2.000 0.0 T.58 119 0.09 0.671 0.0 12.000 0 0.0 Vel = 0.08 T.58 119 0.0 0.75 Utr 2.0 10.000 150 21.947 to 0.0 2.000 0.0 H.16 119 0.09 0.671 0.0 12.000 0.0001 0.001 Vel = 0.08 H.16 119 0.0 0.75 Utr 2.0 5.000 150 21.948 to 0.0 2.000 0.0 T.56 119 0.09 0.671 0.0 7.000 0 0.0 Vel = 0.08 0.0 T.56 0.09 21.948 K Factor= 0.02 *New Path T.48 119 2.26 1 0.0 14.000 150 22.558 to 0.0 0.0 4.331 T.69 109 2.26 0.862 0.0 14.000 0.0040 0.056 Vel = 1.24 _ T.69 109 0.0 0.75 Utb 17.0 1.000 150 26.945 to Ucp 2.0 19.000 0.0 T.70 109 2.26 0.671 0.0 20.000 0.0134 0.267 Vel = 2.05 T.70 109 -0.88 0.75 Utr 2.0 1.000 150 27.212 to 0.0 2.000 0.0 H.20 109 1.38 0.671 0.0 3.000 0.0057 0.017 Vel = 1.25 H.20 109 0.0 0.75 Utr 2.0 3.000 150 27.229 to 0.0 2.000 0.0 T.68 109 1.38 0.671 0.0 5.000 0.0054 0.027 Vel = 1.25 T.68 109 0.0 0.75 Utr 2.0 10.000 150 27.256 to 0.0 2.000 0.0 H.21 109 1.38 0.671 0.0 12.000 0.0054 0.065 Vel = 1.25 H.21 109 0.0 0.75 Utr 2.0 7.000 150 27.321 to 0.0 2.000 0.0 T.74 109 1.38 0.671 0.0 9.000 0.0054 0.049 Vel = 1.25 T.74 109 0.06 0.75 Utb 17.0 1.000 150 27.370 to Ucp 2.0 19.000 0.0 T.73 109 1.44 0.671 0.0 20.000 0.0058 0.116 Vel = 1.31 T.73 109 0.0 1 Utb 17.0 33.000 150 27.486 to 0.0 14.000 -4.331 T.44 119 1.44 0.862 0.0 47.000 0.0017 0.081 Vel = 0.79 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.6) 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.44 1.44 23.236 K Factor= 0.30 *New Path T.50 119 1.65 0.75 Utr 2.0 3.000 150 22.747 to 0.0 2.000 0.0 H.14 119 1.65 0.671 0.0 5.000 0.0076 0.038 Vel = 1.50 H.14 119 0.0 0.75 Utb 17.0 2.000 150 22.785 to Utr 2.0 19.000 0.0 T.47 119 1.65 0.671 0.0 21.000 0.0075 0.158 Vel = 1.50 0.0 T.47 1.65 22.943 K Factor= 0.34 _ *New Path T.70 109 0.87 0.75 Utr 2.0 4.000 150 27.212 to 0.0 2.000 0.0 T.72 109 _ 0.87 0.671 0.0 6.000 0.0023 0.014 Vel = 0.79 0.0 T.72 0.87 27.226 K Factor= 0.17 *New Path T.76 109 0.05 0.75 Utr 2.0 3.000 150 27.369 to 0.0 2.000 0.0 H.24 109 0.05 0.671 0.0 5.000 0 0.0 Vel = 0.05 H.24 109 0.0 0.75 0.0 12.000 150 27.369 to 0.0 0.0 0.0 H.25 109 0.05 0.671 0.0 12.000 0.0001 0.001 , Vel = 0.05 H.25 109 0.0 0.75 Utr 2.0 9.000 150 27.370 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 27.370 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 27.370 K Factor= 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087