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I here by certify that this plan, specification, 202c)-cc)vzo or report was prepared by me or under my direct supervision and that I am NICET Certifie . Brent otula Date: 20 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: ]une 1, 2023 uponor AquaSAFETM Fire Safety System OFFICE COPY Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE-One Head Calculation (H.1) Drawing : RESIDENTIAL Location : PLAN K-6 TIGARD OR Remote Area : 1 Contract : 32575F 003 Data File : 32575F 003 R1 Rosak K6.wx1 Dateffime : 08/05/2020-09:37 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 ROSHAK AT RIVER TERRACE-One Head Calculation (H,1) Date 8/5/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE Date - 8/5/20 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 32575F 003 Calculated By - EVAN BENEDICT Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA l3R (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 - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 130 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 41.02 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) - 55 Elev. R Residual (Psi) - 50 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 98 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor,Inc. Page 2 ROSHAK AT RIVER TERRACE-One Head Calculation(H.1) Date 8/5/2020 City Water Supply: Demand: Ct-Static Pressure : 55 D1 -Elevation : 13.859 C2-Residual Pressure: 50 D2-System Flow :16.974 C2-Residual Flow : 300 D2-System Pressure : 41.023 Hose(Demand) D3-System Demand : 16.974 Safety Margin : 13.953 150 140 130 P 120 __......- R 110 -..____. _ E 100 S 90 S 80 U 70 R 60 C1 ° C2 E 50 - D2 40 9 30 20 a 10 D1 . S 50 100 150 200 250 300 350 400 450 FLOW(N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary Uponor, Inc. Page 3 ROSHAK AT RIVER TERRACE-One Head Calculation(H.1) Date 8/5/2020 Fitting Legend Abbrev. Name 14 % 1 1% 114 2 2% 3 314 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 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 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel` Aquapex 90 Elbow 11 11 12 1 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb` Aquapex Tee-Branch 2 17 14 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr` Aquapex Tee-Run 1 2 2 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 ROSHAK AT RIVER TERRACE-One Head Calculation (H.1) Date 8/5/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.975 16.97 41.023 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 130.0 4.9 12.0 16.97 T.15 130.0 12.77 T.28 120.0 17.91 T.33 120.0 18.02 T.35 120.0 18.09 T.44 110.0 23.16 T.43 110.0 24.16 T.42 110.0 24.42 T.41 110.0 25.48 S.1 104.0 28.91 MTR 98.0 37.38 STR 98.0 41.02 H.2 130.0 12.55 H.3 130.0 12.88 T.19 130.0 13.04 H.4 130.0 13.24 T.21 130.0 13.48 T.36 120.0 18.11 T.46 110.0 22.67 T.47 110.0 22.74 T.48 110.0 23.02 T.16 130.0 12.92 T.17 130.0 12.99 T.18 130.0 13.07 T.20 130.0 13.36 H.5 130.0 13.39 T.22 130.0 13,4 T.25 130.0 13.49 T.24 130.0 13.5 T.26 130.0 13.55 H,7 130.0 13.62 T.27 130.0 13.63 T.39 120.0 18.18 H.6 130.0 13.51 T.23 130.0 13.52 H.8 120.0 17.94 T.29 120.0 17.97 T.30 120.0 17.98 H.9 120.0 17.99 T.32 120.0 18.02 H.11 120.0 18.04 T.37 120.0 18.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 ROSHAK AT RIVER TERRACE-One Head Calculation (H.1) Date 8/5/2020 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 120.0 17.98 T.34 120.0 18.03 H.12 120.0 18.06 T.40 120.0 18.06 T.38 120.0 18.06 H.14 110.0 22.7 T.45 110.0 22.71 H.13 110.0 24.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 ROSHAK AT RIVER TERRACE-One Head Calculation (H.1) Date 8/5/2020 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.1 130 4.90 10.17 1 Utr 2.0 10.000 150 12.000 to 0.0 2.000 0.0 T.15 130 10.17 0.862 0.0 12.000 0.0641 0.769 Vel = 5.59 T.15 130 -5.21 1 2Utb 34.0 19.478 150 12.769 to 0.0 28.000 4.331 T.28 120 4.96 0.862 0.0 47.478 0.0170 0.806 Vel= 2.73 T.28 120 -1.81 1 Utr 2.0 14.000 150 17.906 to 0.0 2.000 0.0 T.33 120 3.15 0.862 0.0 16.000 0.0073 0.117 Vel= 1.73 T.33 120 -1.60 1 2Utb 34.0 5.000 150 18.023 to 0.0 28.000 0.0 T.35 120 1.55 0.862 0.0 33.000 0.0020 0.065 Vel= 0.85 T.35 120 4.14 1 Utb 17.0 20.000 150 18.088 to 0.0 14.000 4.331 T.44 110 5.69 0.862 0.0 34.000 0.0219 0.745 Vel= 3.13 T.44 110 11.28 1.25 Utr 4.0 12.000 150 23.164 to 0.0 4.000 0.0 T.43 110 16.97 1.054 0.0 16.000 0.0621 0.994 Vel = 6.24 T.43 110 -1.47 1.25 Utr 4.0 1.000 150 24.158 to 0.0 4.000 0.0 T.42 110 15.5 1.054 0.0 5.000 0.0526 0.263 Vel = 5.70 T.42 110 1.47 1.25 Utr 4.0 2.000 150 24.421 to Uel 11.0 15.000 0.0 T.41 110 16.97 1.054 0.0 17.000 0.0621 1.056 Vel = 6.24 T.41 110 0.0 1.25 T 2.44 11.000 150 25.477 to 0.0 2.440 2.599 S.1 104 16.97 1.054 0.0 13.440 0.0621 0.834 Vel = 6.24 S.1 104 0.0 1.5 2E 3.443 100.000 150 28.910 to 0.0 3.443 5.599 * * Fixed Loss = 3 MTR 98 16.97 1.244 0.0 103.443 0.0277 2.867 Vel = 4.48 MTR 98 0.0 1 E 2.336 35.000 150 37.376 to T 5.841 9.345 0.0 STR 98 16.97 0.995 G 1.168 44.345 0.0822 3.647 Vel = 7.00 0.0 STR 16.97 41.023 K Factor= 2.65 *New Path H.1 130 6.81 1 Utr 2.0 16.000 150 12.000 to 0.0 2.000 0.0 H.2 130 6.81 0.862 0.0 18.000 0.0305 0.549 Vel= 3.74 H.2 130 0.0 1 Utr 2.0 9.000 150 12.549 to 0.0 2.000 0.0 H.3 130 6.81 0.862 0.0 11.000 0.0305 0.335 Vel = 3.74 H.3 130 0.0 1 Utr 2.0 3.000 150 12.884 to 0.0 2.000 0.0 T.19 130 6.81 0.862 0.0 5.000 0.0306 0.153 Vel= 3.74 T.19 130 -1.10 1 Utr 2.0 7.000 150 13.037 to 0.0 2.000 0.0 H.4 130 5.71 0.862 0.0 9.000 0.0220 0.198 Vel = 3.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 ROSHAK AT RIVER TERRACE-One Head Calculation (H.1) Date 8/5/2020 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.4 130 0.0 1 Utr 2.0 9.000 150 13.235 to 0.0 2.000 0.0 T.21 130 5.71 0.862 0.0 11.000 0.0221 0.243 Vel = 3.14 T.21 130 -2.24 1 Utr 2.0 17.827 150 13.478 to Utb 17.0 16.000 4.331 T.36 120 3.47 0.862 0.0 33.827 0.0088 0.297 Vel= 1.91 T.36 120 1.28 1 Utr 2.0 13.000 150 18.106 to 0.0 2.000 4.331 T.46 110 4.75 0.862 0.0 15.000 0.0157 0.235 Vel= 2.61 T.46 110 -0.69 1 0.0 5.510 150 22.672 to 0.0 0.0 0.0 T.47 110 4.06 0.862 0.0 5.510 0.0118 0.065 Vel= 2.23 T.47 110 0.69 1 Utb 17.0 2.000 150 22.737 to Utr 2.0 16.000 0.0 T.48 110 4.75 0.862 0.0 18.000 0.0156 0.281 Vel= 2.61 T.48 110 6.53 1.25 0.0 5.000 150 23.018 to 0.0 0.0 0.0 T.44 110 11.28 1.054 0.0 5.000 0.0292 0.146 Vel= 4.15 0.0 T.44 11.28 23.164 K Factor= 2.34 *New Path T.15 130 5.21 1 Utr 2.0 6.000 150 12.769 to 0.0 2.000 0.0 T.16 130 5.21 0.862 0.0 8.000 0.0186 0.149 Vel= 2.86 T.16 130 0.0 1 Utr 2.0 2.000 150 12.918 to 0.0 2.000 0.0 T.17 130 5.21 0.862 0.0 4.000 0.0188 0.075 Vel= 2.86 T.17 130 0.0 1 Utr 2.0 2.000 150 12.993 to 0.0 2.000 0.0 T.18 130 5.21 0.862 0.0 4.000 0.0185 0.074 Vel= 2.86 T.18 130 1.10 1 Utr 2.0 9.000 150 13.067 to 0.0 2.000 0.0 T.20 130 6.31 0.862 0.0 11.000 0.0265 0.291 Vel= 3.47 T.20 130 -2.17 1 Utr 2.0 16.706 150 13.358 to Utb 17.0 16.000 4.331 T.35 120 4.14 0.862 0.0 32.706 0.0122 0.399 Vel= 2.28 0.0 T.35 4.14 18.088 K Factor= 0.97 *New Path T.19 130 1.10 1 2Utb 34.0 1.000 150 13.037 to 0.0 28.000 0.0 T.18 130 1.1 0.862 0.0 29.000 0.0010 0.030 Vel= 0.60 0.0 T.18 1.10 13.067 K Factor= 0.30 *New Path T.20 130 2.16 1 Utr 2.0 6.000 150 13.358 to 0.0 2.000 0.0 H.5 130 2.16 0.862 0.0 8.000 0.0038 0.030 Vel = 1.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 ROSHAK AT RIVER TERRACE-One Head Calculation (H.1) Date 8/5/2020 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.5 130 0.0 1 0.0 2.000 150 13.388 to 0.0 0.0 0.0 T.22 130 2.16 0.862 0.0 2.000 0.0035 0.007 Vel = 1.19 T.22 130 0.0 1 2Uel 22.0 1.000 150 13.395 to 0.0 24.000 0.0 T.25 130 2.16 0.862 0.0 25.000 0.0037 0.092 Vel = 1.19 T.25 130 0.0 1 0.0 5.000 150 13.487 to 0.0 0.0 0.0 T.24 130 2.16 0.862 0.0 5.000 0.0036 0.018 Vel = 1.19 T.24 130 0.0 1 Uel 11.0 1.000 150 13.505 to 0.0 12.000 0.0 T.26 130 2.16 0.862 0.0 13.000 0.0037 0.048 Vel = 1.19 T.26 130 0.0 1 Uel 11.0 3.000 150 13.553 to Utr 2.0 14.000 0.0 H.7 130 2.16 0.862 0.0 17.000 0.0036 0.062 Vel = 1.19 H.7 130 0.0 1 Utr 2.0 2.000 150 13.615 to 0.0 2.000 0.0 T.27 130 2.16 0.862 0.0 4.000 0.0038 0.015 Vel = 1.19 T.27 130 2.24 1 Utr 2.0 14.000 150 13.630 to 0.0 2.000 4.331 T.39 120 4.4 0.862 0.0 16.000 0.0136 0.217 Vel= 2.42 T.39 120 2.13 1 Utr 2.0 16.000 150 18.178 to 0.0 2.000 4.331 T.48 110 6.53 0.862 0.0 18.000 0.0283 0.509 Vel= 3.59 0.0 T.48 6.53 23.018 K Factor= 1.36 *New Path T.21 130 2.24 1 Utr 2.0 7.000 150 13.478 to 0.0 2.000 0.0 H.6 130 2.24 0.862 0.0 9.000 0.0039 0.035 Vel = 1.23 H.6 130 0.0 1 0.0 3.000 150 13.513 to 0.0 0.0 0.0 T.23 130 2.24 0.862 0.0 3.000 0.0037 0.011 Vel = 1.23 T.23 130 0.0 1 Utb 17.0 1.000 150 13.524 to Uel 11.0 26.000 0.0 T.27 130 2.24 0.862 0.0 27.000 0.0039 0.106 Vel = 1.23 0.0 T.27 2.24 13.630 K Factor= 0.61 *New Path T.28 120 1.81 1 Utr 2.0 12.000 150 17.906 to 0.0 2.000 0.0 H.8 120 1.81 0.862 0.0 14.000 0.0026 0.036 Vel = 1.00 H.8 120 0.0 1 Utr 2.0 10.000 150 17.942 to 0.0 2.000 0.0 T.29 120 1.81 0.862 0.0 12.000 0.0027 0.032 Vel = 1.00 T.29 120 -0.16 1 Utr 2.0 1.000 150 17.974 to 0.0 2.000 0.0 1.30 120 1.65 0.862 0.0 3.000 0.0023 0.007 Vel = 0.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 ROSHAK AT RIVER TERRACE - One Head Calculation (H.1) Date 8/5/2020 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.30 120 0.16 1 Utr 2.0 3.000 150 17.981 to 0.0 2.000 0.0 H.9 120 1.81 0.862 0.0 5.000 0.0026 0.013 Vel= 1.00 H.9 120 0.0 1 Utr 2.0 7.000 150 17.994 to 0.0 2.000 0.0 T.32 120 1.81 0.862 0.0 9.000 0.0027 0.024 Vel= 1.00 T.32 120 0.0 1 Utr 2.0 7.000 150 18.018 to 0.0 2.000 0.0 H.11 120 1.81 0.862 0.0 9.000 0.0026 0.023 Vel= 1.00 H.11 120 0.0 1 Utr 2.0 6.000 150 18.041 to 0.0 2.000 0.0 T.37 120 1.81 0.862 0.0 8.000 0.0026 0.021 Vel = 1.00 T.37 120 -0.54 1 2Utb 34.0 4.000 150 18.062 to 0.0 28.000 0.0 T.36 120 1.27 0.862 0.0 32.000 0.0014 0.044 Vel= 0.70 0.0 T.36 1.27 18.106 K Factor= 0.30 *New Path T.29 120 0.16 0.75 Utb 17.0 14.000 150 17.974 to 0.0 17.000 0.0 H.10 120 0.16 0.671 0.0 31.000 0.0001 0.003 Vel = 0.15 H.10 120 0.0 0.75 Utb 17.0 13.000 150 17.977 to Utr 2.0 19.000 0.0 T.30 120 0.16 0.671 0.0 32.000 0.0001 0.004 Vel = 0.15 0.0 T.30 0.16 17.981 K Factor= 0.04 *New Path T.33 120 1.60 1 Utr 2.0 2.000 150 18.023 to 0.0 2.000 0.0 T.34 120 1.6 0.862 0.0 4.000 0.0020 0.008 Vel= 0.88 T.34 120 0.0 1 Utr 2.0 12.000 150 18.031 to 0.0 2.000 0.0 H.12 120 1.6 0.862 0.0 14.000 0.0021 0.029 Vel= 0.88 H.12 120 0.0 1 0.0 2.000 150 18.060 to 0.0 0.0 0.0 T.40 120 1.6 0.862 0.0 2.000 0.0020 0.004 Vel = 0.88 T.40 120 0.53 1 2Utb 34.0 4.000 150 18.064 to 0.0 28.000 0.0 T.39 120 2.13 0.862 0.0 32.000 0.0036 0.114 Vel= 1.17 0.0 T.39 2.13 18.178 K Factor= 0.50 `New Path T.37 120 0.54 1 Utr 2.0 2.000 150 18.062 to 0.0 2.000 0.0 T.38 120 0.54 0.862 0.0 4.000 0.0002 0.001 Vel= 0.30 T.38 120 0.0 1 Utr 2.0 1.000 150 18.063 to 0.0 2.000 0.0 T.40 120 0.54 0.862 0.0 3.000 0.0003 0.001 Vel = 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 10 ROSHAK AT RIVER TERRACE - One Head Calculation (H.1) Date 8/5/2020 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.40 0.54 18.064 K Factor= 0.13 *New Path T.46 110 0.68 0.75 Utb 17.0 3.000 150 22.672 to 0.0 17.000 0.0 H.14 110 0.68 0.671 0.0 20.000 0.0015 0.029 Vel= 0.62 H.14 110 0.0 0.75 Utr 2.0 1.000 150 22.701 to 0.0 2.000 0.0 T.45 110 0.68 0.671 0.0 3.000 0.0017 0.005 Vel = 0.62 T.45 110 0.0 0.75 Utb 17.0 4.000 150 22.706 to 0.0 17.000 0.0 T.47 110 0.68 0.671 0.0 21.000 0.0015 0.031 Vel = 0.62 0.0 T.47 0.68 22.737 K Factor= 0.14 *New Path T.43 110 1.48 0.75 Utb 17.0 4.000 150 24.158 to 0.0 17.000 0.0 H.13 110 1.48 0.671 0.0 21.000 0.0061 0.128 Vel = 1.34 H.13 110 0.0 0.75 Utb 17.0 3.000 150 24.286 to Utr 2.0 19.000 0.0 T.42 110 1.48 0.671 0.0 22.000 0.0061 0.135 Vel= 1.34 0.0 T.42 1.48 24.421 K Factor= 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I here by certify that this plan, specification, nYr C.7 31--. 0 or report was prepared by me or under my direct supervision and that I am NICET Certifie . Brent Kotula Date: 020 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 uponor AquaSAFETM Fire Safety System OFFICE COPY Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 &H.4) Drawing : RESIDENTIAL Location : PLAN K-6 TIGARD OR Remote Area : 1 Contract : 32575F 003 Data File : 32575F 003 R1 Rosak K6.wx2 Date/Time : 08/05/2020-09:32 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 & H.4) Date 8/5/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE Date - 8/5/20 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 32575F 003 Calculated By - EVAN BENEDICT 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: ( )l (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 - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 130 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0382 Psi Required 48.65 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) - 55 Elev. R Residual (Psi) - 50 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 98 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor, Inc. Page 2 ROSHAK AT RIVER TERRACE-Two Head Calculation(H.6&H.4) Date 8/5/2020 City Water Supply: Demand: C1-Static Pressure : 55 D1 -Elevation : 13.859 C2-Residual Pressure: 50 D2-System Flow :26.038 C2-Residual Flow : 300 D2-System Pressure 48.646 Hose(Demand) D3-System Demand :26.036 Safety Margin : 6.299 150 140 - 130 p 120 R 110 _—____ E 100 S 90 S 80 U 70 R 60 Cl 2 D2 C2 E 50 a 40 30 20 m 10 a, . 50 100 150 200 250 300 350 400 450 FLOW(N"1.85) Computer Programs by Hydratec Inc. Route Ill Windham N.H.USA 03087 Fittings Used Summary Uponor, Inc. Page 3 ROSHAKAT RIVER TERRACE-Two Head Calculation(H.6&H.4) Date 8/5(2020 Fitting Legend Abbrev. Name % '/. 1 1% 1%% 2 2% 3 314 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 thm Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 & H.4) Date 8/5/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.946 26.04 48.646 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 130.0 4.9 7.04 13.0 T.21 130.0 7.19 T.36 120.0 13.09 T.46 110.0 17.97 T.47 110.0 18.12 T.48 110.0 18.79 T.44 110.0 19.13 T.43 110.0 21.32 T.42 110.0 21.9 T.41 110.0 24.23 S.1 104.0 28.67 MTR 98.0 40.6 STR 98.0 48.65 T.23 130.0 7.17 T.27 130.0 8.32 T.39 120.0 13.28 H.4 130.0 4.9 7.08 13.04 T.19 130.0 7.57 T.18 130.0 8.12 T.20 130.0 8.32 T.35 120.0 13.33 H.3 130.0 7.63 H.2 130.0 7.76 H.1 130.0 7.98 T.15 130.0 8.12 T.28 120.0 13.04 T.33 120.0 13.14 T.17 130.0 8.12 T.16 130.0 8.12 H.7 130.0 8.32 T.26 130.0 8.32 T.24 130.0 8.32 T.25 130.0 8.32 T.22 130.0 8.32 H.5 130.0 8.32 H.8 120.0 13.05 T.29 120.0 13.07 T.30 120.0 13.07 H.9 120.0 13.08 T.32 120.0 13.09 H.11 120.0 13.1 T.37 120.0 13.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 & HA) Date 8/5/2020 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.38 120.0 13.13 T.40 120.0 13.14 H.10 120.0 13.07 T.34 120.0 13.14 H.12 120.0 13.14 H.14 110.0 18.04 T.45 110.0 18.05 H.13 110.0 21.6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 & HA) Date 8/5/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to ar Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *Remote Head to Supply H.6 130 4.90 4.85 1 Utr 2.0 7.000 150 7.040 to 0.0 2.000 0.0 T.21 130 4.85 0.862 0.0 9.000 0.0163 0.147 Vel= 2.67 T.21 130 3.69 1 Utr 2.0 17.827 150 7.187 to Utb 17.0 16.000 4.331 T.36 120 8.54 0.862 0.0 33.827 0.0464 1.568 Vel= 4.69 T.36 120 -0.99 1 Utr 2.0 13.000 150 13.086 to 0.0 2.000 4.331 T.46 110 7.55 0.862 0.0 15.000 0.0369 0.554 Vel= 4.15 T.46 110 -1.09 1 0.0 5.510 150 17.971 to 0.0 0.0 0.0 T.47 110 6.46 0.862 0.0 5.510 0.0278 0.153 Vel= 3.55 T.47 110 1.09 1 Utb 17.0 2.000 150 18.124 to Utr 2.0 16.000 0.0 T.48 110 7.55 0.862 0.0 18.000 0.0369 0.665 Vel= 4.15 T.48 110 10.26 1.25 0.0 5.000 150 18.789 to 0.0 0.0 0.0 T.44 110 17.81 1.054 0.0 5.000 0.0678 0.339 Vel= 6.55 T.44 110 8.23 1.25 Utr 4.0 12.000 150 19.128 to 0.0 4.000 0.0 T.43 110 26.04 1.054 0.0 16.000 0.1371 2.194 Vel = 9.58 T.43 110 -2.26 1.25 Utr 4.0 1.000 150 21.322 to 0.0 4.000 0.0 T.42 110 23.78 1.054 0.0 5.000 0.1158 0.579 Vel= 8.74 T.42 110 2.26 1.25 Utr 4.0 2.000 150 21.901 to Uel 11.0 15.000 0.0 T.41 110 26.04 1.054 0.0 17.000 0.1371 2.331 Vel= 9.58 T.41 110 0.0 1.25 T 2.44 11.000 150 24.232 to 0.0 2.440 2.599 S.1 104 26.04 1.054 0.0 13.440 0.1371 1.842 Vel= 9.58 S.1 104 0.0 1.5 2E 3.443 100.000 150 28.673 to 0.0 3.443 5.599 ** Fixed Loss = 3 MTR 98 26.04 1.244 0.0 103.443 0.0612 6.326 Vel = 6.87 MTR 98 0.0 1 E 2.336 35.000 150 40.598 to T 5.841 9.345 0.0 STR 98 26.04 0.995 G 1.168 44.345 0.1815 8.048 Vel = 10.74 0.0 STR 26.04 48.646 K Factor= 3.73 *New Path H.6 130 8.15 1 0.0 3.000 150 7.040 to 0.0 0.0 0.0 T.23 130 8.15 0.862 0.0 3.000 0.0427 0.128 Vel= 4.48 T.23 130 0.0 1 Utb 17.0 1.000 150 7.168 to Uel 11.0 26.000 0.0 T.27 130 8.15 0.862 0.0 27.000 0.0426 1.149 Vel= 4.48 T.27 130 -0.30 1 Utr 2.0 14.000 150 8.317 to 0.0 2.000 4.331 T.39 120 7.85 0.862 0.0 16.000 0.0398 0.636 Vel= 4.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 ROSHAK AT RIVER TERRACE- Two Head Calculation (H.6 & H.4) Date 8/5/2020 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.39 120 2.41 1 Utr 2.0 16.000 150 13.284 to 0.0 2.000 4.331 T.48 110 10.26 0.862 0.0 18.000 0.0652 1.174 Vel= 5.64 0.0 T.48 10.26 18.789 K Factor= 2.37 *New Path T.21 130 -3.68 1 Utr 2.0 9.000 150 7.187 to 0.0 2.000 0.0 H.4 130 -3.68 0.862 0.0 11.000 -0.0098 -0.108 Vel= 2.02 H.4 130 4.90 13.03 1 Utr 2.0 7.000 150 7.079 to 0.0 2.000 0.0 T.19 130 9.35 0.862 0.0 9.000 0.0549 0.494 Vel= 5.14 T.19 130 -4.09 1 2Utb 34.0 1.000 150 7.573 to 0.0 28.000 0.0 T.18 130 5.26 0.862 0.0 29.000 0.0189 0.548 Vel = 2.89 T.18 130 -0.07 1 Utr 2.0 9.000 150 8.121 to 0.0 2.000 0.0 T.20 130 5.19 0.862 0.0 11.000 0.0185 0.203 Vel= 2.85 T.20 130 0.30 1 Utr 2.0 16.706 150 8.324 to Utb 17.0 16.000 4.331 T.35 120 5.49 0.862 0.0 32.706 0.0205 0.671 Vel = 3.02 T.35 120 2.73 1 Utb 17.0 20.000 150 13.326 to 0.0 14.000 4.331 T.44 110 8.22 0.862 0.0 34.000 0.0433 1.471 Vel = 4.52 0.0 T.44 8.22 19.128 K Factor= 1.88 *New Path T.19 130 4.10 1 Utr 2.0 3.000 150 7.573 to 0.0 2.000 0.0 H.3 130 4.1 0.862 0.0 5.000 0.0120 0.060 Vel = 2.25 H.3 130 0.0 1 Utr 2.0 9.000 150 7.633 to 0.0 2.000 0.0 H.2 130 4.1 0.862 0.0 11.000 0.0119 0.131 Vel = 2.25 H.2 130 0.0 1 Utr 2.0 16.000 150 7.764 to 0.0 2.000 0.0 H.1 130 4.1 0.862 0.0 18.000 0.0119 0.214 Vel= 2.25 H.1 130 0.0 1 Utr 2.0 10.000 150 7.978 to 0.0 2.000 0.0 T.15 130 4.1 0,862 0.0 12.000 0.0120 0.144 Vel= 2.25 T.15 130 0.06 1 2Utb 34.0 19.478 150 8.122 to 0.0 28.000 4.331 T.28 120 4.16 0.862 0.0 47.478 0.0123 0.583 Vel = 2.29 T.28 120 -1.23 1 Utr 2.0 14.000 150 13.036 to 0.0 2.000 0.0 T.33 120 2.93 0.862 0.0 16.000 0.0064 0.103 Vel = 1.61 T.33 120 -0.19 1 2Utb 34.0 5.000 150 13.139 to 0.0 28.000 0.0 T.35 120 2.74 0.862 0.0 33.000 0.0057 0.187 Vel = 1.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 & HA) Date 8/5/2020 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 2.74 13.326 K Factor= 0.75 *New Path T.18 130 0.07 1 Utr 2.0 2.000 150 8.121 to 0.0 2.000 0.0 T.17 130 0.07 0.862 0.0 4.000 0 0.0 Vel= 0.04 T.17 130 0.0 1 Utr 2.0 2.000 150 8.121 to 0.0 2.000 0.0 T.16 130 0.07 0.862 0.0 4.000 0 0.0 Vel= 0.04 T.16 130 0.0 1 Utr 2.0 6.000 150 8.121 to 0.0 2.000 0.0 T.15 130 0.07 0.862 0.0 8.000 0.0001 0.001 Vel= 0.04 0.0 T.15 0.07 8.122 K Factor= 0.02 *New Path T.27 130 0.30 1 Utr 2.0 2.000 150 8.317 to 0.0 2.000 0.0 H.7 130 0.3 0.862 0.0 4.000 0.0002 0.001 Vel = 0.16 H.7 130 0.0 1 Uel 11.0 3.000 150 8.318 to Utr 2.0 14.000 0.0 T.26 130 0.3 0.862 0.0 17.000 0.0001 0.001 Vel = 0.16 T.26 130 0.0 1 Uel 11.0 1.000 150 8.319 to 0.0 12.000 0.0 T.24 130 0.3 0.862 0.0 13.000 0.0002 0.002 Vel = 0.16 T.24 130 0.0 1 0.0 5.000 150 8.321 to 0.0 0.0 0.0 T.25 130 0.3 0.862 0.0 5.000 0 0.0 Vel = 0.16 T.25 130 0.0 1 2Uel 22.0 1.000 150 8.321 to 0.0 24.000 0.0 T.22 130 0.3 0.862 0.0 25.000 0.0001 0.002 Vel = 0.16 T.22 130 0.0 1 0.0 2.000 150 8.323 to 0.0 0.0 0.0 H.5 130 0.3 0.862 0.0 2.000 0.0005 0.001 Vel = 0.16 H.5 130 0.0 1 Utr 2.0 6.000 150 8.324 to 0.0 2.000 0.0 T.20 130 0.3 0.862 0.0 8.000 0 0.0 Vel = 0.16 0.0 T.20 0.30 8.324 K Factor= 0.10 *New Path T.28 120 1.23 1 Utr 2.0 12.000 150 13.036 to 0.0 2.000 0.0 H.8 120 1.23 0.862 0.0 14.000 0.0013 0.018 Vel = 0.68 H.8 120 0.0 1 Utr 2.0 10.000 150 13.054 to 0.0 2.000 0.0 T.29 120 1.23 0.862 0.0 12.000 0.0013 0.016 Vel = 0.68 T.29 120 -0.11 1 Utr 2.0 1.000 150 13.070 to 0.0 2.000 0.0 T.30 120 1.12 0.862 0.0 3.000 0.0010 0.003 Vel= 0.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.6 & HA) Date 8/5/2020 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.30 120 0.11 1 Utr 2.0 3.000 150 13.073 to 0.0 2.000 0.0 H.9 120 1.23 0.862 0.0 5.000 0.0014 0.007 Vel= 0.68 H.9 120 0.0 1 Utr 2.0 7.000 150 13.080 to 0.0 2.000 0.0 T.32 120 1.23 0.862 0.0 9.000 0.0012 0.011 Vel= 0.68 T.32 120 0.0 1 Utr 2.0 7.000 150 13.091 to 0.0 2.000 0.0 H.11 120 1.23 0.862 0.0 9.000 0.0013 0.012 Vel= 0.68 H.11 120 0.0 1 Utr 2.0 6.000 150 13.103 to 0.0 2.000 0.0 T.37 120 1.23 0.862 0.0 8.000 0.0012 0.010 Vel= 0.68 T.37 120 0.99 1 Utr 2.0 2.000 150 13.113 to 0.0 2.000 0.0 T.38 120 2.22 0.862 0.0 4.000 0.0040 0.016 Vel= 1.22 T.38 120 0.0 1 Utr 2.0 1.000 150 13.129 to 0.0 2.000 0.0 T.40 120 2.22 0.862 0.0 3.000 0.0037 0.011 Vel= 1.22 T.40 120 0.20 1 2Utb 34.0 4.000 150 13.140 to 0.0 28.000 0.0 T.39 120 2.42 0.862 0.0 32.000 0.0045 0.144 Vel= 1.33 0.0 T.39 2.42 13.284 K Factor= 0.66 *New Path T.29 120 0.11 0.75 Utb 17.0 14.000 150 13.070 to 0.0 17.000 0.0 H.10 120 0.11 0.671 0.0 31.000 0.0001 0.002 Vel= 0.10 H.10 120 0.0 0.75 Utb 17.0 13.000 150 13.072 to Utr 2.0 19.000 0.0 T.30 120 0.11 0.671 0.0 32.000 0 0.001 Vel= 0.10 0.0 T.30 0.11 13.073 K Factor= 0.03 *New Path T.36 120 0.99 1 2Utb 34.0 4.000 150 13.086 to 0.0 28.000 0.0 T.37 120 0.99 0.862 0.0 32.000 0.0008 0.027 Vel = 0.54 0.0 T.37 0.99 13.113 K Factor= 0.27 *New Path T.33 120 0.20 1 Utr 2.0 2.000 150 13.139 to 0.0 2.000 0.0 T.34 120 0.2 0.862 0.0 4.000 0 0.0 Vel = 0.11 T.34 120 0.0 1 Utr 2.0 12.000 150 13.139 to 0.0 2.000 0.0 H.12 120 0.2 0.862 0.0 14.000 0.0001 0.001 Vel= 0.11 H.12 120 0.0 1 0.0 2.000 150 13.140 to 0.0 0.0 0.0 T.40 120 0.2 0.862 0.0 2.000 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 10 ROSHAK AT RIVER TERRACE -Two Head Calculation (H.6 &H.4) Date 8/5/2020 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 0.0 T.40 0.20 13.140 K Factor= 0.06 *New Path T.46 110 1.09 0.75 Utb 17.0 3.000 150 17.971 to 0.0 17.000 0.0 H.14 110 1.09 0.671 0.0 20.000 0.0035 0.069 Vel = 0.99 H.14 110 0.0 0.75 Utr 2.0 1.000 150 18.040 to 0.0 2.000 0.0 T.45 110 1.09 0.671 0.0 3.000 0.0037 0.011 Vel = 0.99 T.45 110 0.0 0.75 Utb 17.0 4.000 150 18.051 to 0.0 17.000 0.0 T.47 110 1.09 0.671 0.0 21.000 0.0035 0.073 Vel= 0.99 0.0 T.47 1.09 18.124 K Factor= 0.26 *New Path T.43 110 2.26 0.75 Utb 17.0 4.000 150 21.322 to 0.0 17.000 0.0 H.13 110 2.26 0.671 0.0 21.000 0.0135 0.283 Vel= 2.05 H.13 110 0.0 0.75 Utb 17.0 3.000 150 21.605 to Utr 2.0 19.000 0.0 T.42 110 2.26 0.671 0.0 22.000 0.0135 0.296 Vel= 2.05 0.0 T.42 2.26 21.901 K Factor= 0.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087