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Report I here by certify that this plan, specification, or report was prepared by me or under my Y1'�� �101 — g direct supervision and that I am NICET RECEIVED ED Certifie . fl 4aC SEP « I 2020 Brent Kotula Date: /2020 CITY OF TIGARD NICET Certification No. 113889 BUILDING DIVISION 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- One Head Calculation (H.16) Drawing : RESIDENTIAL Location : PLAN E-8 TIGARD OR Remote Area : 1 Contract : U190805-01 Data File : U190805-01 Roshak at River Terrace E-8.wx1 Date/Time : 08/14/2020- 10:51 AM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 ROSHAK AT RIVER TERRACE- One Head Calculation (H.16) Date 8/14/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE Date - 8-9-2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - U190805-01 Calculated By - NOAH EAKMAN Drawing No. - x Construction: (X) Combustible ( ) Non-Combustible Ceiling Height x 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 - 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 - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 13 Psi Required 28.33 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 - 100 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.16) Date 8/14/2020 City Water Supply: Demand: C1-Static Pressure : 55 D1 -Elevation : 12.127 C2-Residual Pressure: 50 D2-System Flow : 13.001 C2-Residual Flow : 300 D2-System Pressure : 28.328 Hose(Demand) D3-System Demand : 13.001 Safety Margin : 26.657 150 s 140 130 • p 120 R 110 E 100 S 90 S 80 U 70 R 50 Cl C2 E 50 e _ 40 30 o• D2 20 10 - DI _ . 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 ROSHAKAT RIVER TERRACE-One Head Calculation(HiS) Date 8/14/2020 Fitting Legend Abbrev. Name 'A 'A 1 1% 1'k 2 21't 3 3'A 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 1390'Flow thm Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UV' 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-One Head Calculation (H.16) Date 8/14/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.985 13.0 28.328 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.16 128.0 4.9 7.04 13.0 T.32 128.0 7.63 T.25 118.0 12.29 T.24 108.0 16.9 T.19 108.0 17.07 S.1 104.0 19.62 MTR 100.0 26.1 STR 100.0 28.33 H.15 128.0 7.33 T.34 128.0 7.57 T.35 118.0 12.25 T.36 108.0 16.78 T.33 108.0 16.83 H.11 128.0 7.59 H.9 128.0 7.64 H.6 128.0 7.71 T.23 128.0 7.76 T.21 118.0 12.32 T.27 128.0 7.65 H.5 128.0 7.69 T.20 128.0 7.72 T.17 128.0 7.75 T.18 118.0 12.24 H.2 118.0 12.25 H.3 118.0 12.27 T.22 118.0 12.29 H.1 128.0 7.75 H.4 128.0 7.76 H.7 118.0 12.25 T.29 118.0 12.25 H.13 118.0 12.26 H.14 118.0 12.27 T.39 118.0 12.27 T.40 118.0 12.29 T.37 108.0 16.78 H.12 108.0 16.79 H.8 118.0 12.29 T.26 118.0 12.29 T.31 118.0 12.29 H.10 118.0 12.29 T.38 108.0 16.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 ROSHAK AT RIVER TERRACE-One Head Calculation (H.16) Date 8/14/2020 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *Remote Head to Supply H.16 128 4.90 6.33 1 Utr 2.0 20.000 150 7.040 to 0.0 2.000 0.0 T.32 128 6.33 0.862 0.0 22.000 0.0267 0.587 Vel = 3.48 T.32 128 -2.82 1 Utb 17.0 23.000 150 7.627 to 0.0 14.000 4.331 T.25 118 3.51 0.862 0.0 37.000 0.0090 0.332 Vel= 1.93 T.25 118 -0.06 1 Utr 2.0 16.000 150 12.290 to Utb 17.0 16.000 4.331 T.24 108 3.45 0.862 0.0 32.000 0.0087 0.278 Vel= 1.90 T.24 108 5.08 1.25 Utr 4.0 6.000 150 16.899 to 0.0 4.000 0.0 T.19 108 8.53 1.054 0.0 10.000 0.0174 0.174 Vel= 3.14 T.19 108 4.47 1.25 Utr 4.0 15.000 150 17.073 to T 2.44 6.440 1.732 S.1 104 13.0 1.054 0.0 21.440 0.0380 0.814 Vel= 4.78 S.1 104 0.0 1.5 2E 3.443 100.000 150 19.619 to 0.0 3.443 4.732 ** Fixed Loss=3 MTR 100 13.0 1.244 0.0 103.443 0.0169 1.751 Vel = 3.43 MTR 100 0.0 1 E 2.336 35.000 150 26.102 to T 5.841 9.345 0.0 STR 100 13.0 0.995 G 1.168 44.345 0.0502 2.226 Vel = 5.36 0.0 STR 13.00 28.328 K Factor= 2.44 *New Path H.16 128 6.67 1 0.0 10.000 150 7.040 to 0.0 0.0 0.0 H.15 128 6.67 0.862 0.0 10.000 0.0294 0.294 Vel = 3.67 H.15 128 0.0 1 Utr 2.0 6.000 150 7.334 to 0.0 2.000 0.0 T.34 128 6.67 0.862 0.0 8.000 0.0294 0.235 Vel= 3.67 T.34 128 -2.84 1 Utr 2.0 17.000 150 7.569 to Utb 17.0 16.000 4.331 T.35 118 3.83 0.862 0.0 33.000 0.0105 0.347 Vel= 2.11 T.35 118 -0.96 1 Utb 17.0 18.796 150 12.247 to 0.0 14.000 4.331 T.36 108 2.87 0.862 0.0 32.796 0.0062 0.203 Vel = 1.58 T.36 108 0.57 1 Utr 2.0 4.000 150 16.781 to 0.0 2.000 0.0 T.33 108 3.44 0.862 0.0 6.000 0.0087 0.052 Vel= 1.89 T.33 108 1.63 1.25 0.0 10.000 150 16.833 to 0.0 0.0 0.0 T.24 108 5.07 1.054 0.0 10.000 0.0066 0.066 Vel= 1.86 0.0 T.24 5.07 16.899 K Factor= 1.23 *New Path T.34 128 2.84 1 Utr 2.0 2.000 150 7.569 to 0.0 2.000 0.0 H.11 128 2.84 0.862 0.0 4.000 0.0060 0.024 Vel = 1.56 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.16) Date 8/14/2020 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf H.11 128 0.0 1 Utr 2.0 6.000 150 7.593 to 0.0 2.000 0.0 H.9 128 2.84 0.862 0.0 8.000 0.0060 0.048 Vel= 1.56 H.9 128 0.0 1 Utr 2.0 9.000 150 7.641 to 0.0 2.000 0.0 H.6 128 2.84 0.862 0.0 11.000 0.0061 0.067 Vel= 1.56 H.6 128 0.0 1 Utr 2.0 6.000 150 7.708 to 0.0 2.000 0.0 T.23 128 2.84 0.862 0.0 8.000 0.0060 0.048 Vel= 1.56 T.23 128 0.54 1 Utb 17.0 14.000 150 7.756 to 0.0 14.000 4.331 T.21 118 3.38 0.862 0.0 28.000 0.0084 0.234 Vel= 1.86 T.21 118 1.09 1 Utr 2.0 14.000 150 12.321 to Utb 17.0 16.000 4.331 T.19 108 4.47 0.862 0.0 30.000 0.0140 0.421 Vel = 2.46 0.0 T.19 4.47 17.073 K Factor= 1.08 *New Path T.32 128 2.82 1 Utr 2.0 2.000 150 7.627 to 0.0 2.000 0.0 T.27 128 2.82 0.862 0.0 4.000 0.0060 0.024 Vel= 1.55 T.27 128 0.0 1 Utr 2.0 4.000 150 7.651 to 0.0 2.000 0.0 H.5 128 2.82 0.862 0.0 6.000 0.0060 0.036 Vel= 1.55 H.5 128 0.0 1 Utr 2.0 4.000 150 7.687 to 0.0 2.000 0.0 T.20 128 2.82 0.862 0.0 6.000 0.0060 0.036 Vel= 1.55 T.20 128 0.0 1 Utr 2.0 2.000 150 7.723 to 0.0 2.000 0.0 T.17 128 2.82 0.862 0.0 4.000 0.0060 0.024 Vel= 1.55 T.17 128 -0.54 1 2Utb 34.0 12.000 150 7.747 • to 0.0 28.000 4.331 T.18 118 2.28 0.862 0.0 40.000 0.0040 0.162 Vel = 1.25 T.18 118 -0.92 1 Utr 2.0 7.000 150 12.240 to 0.0 2.000 0.0 H.2 118 1.36 0.862 0.0 9.000 0.0016 0.014 Vel = 0.75 H.2 118 0.0 1 Utr 2.0 9.000 150 12.254 to 0.0 2.000 0.0 H.3 118 1.36 0.862 0.0 11.000 0.0015 0.017 Vel = 0.75 H.3 118 0.0 1 Utr 2.0 10.000 150 12.271 to 0.0 2.000 0.0 T.22 118 1.36 0.862 0.0 12.000 0.0015 0.018 Vel = 0.75 T.22 118 -0.26 1 2Utb 34.0 2.000 150 12.289 to 0.0 28.000 0.0 T.21 118 1.1 0.862 0.0 30.000 0.0011 0.032 Vel = 0.60 0.0 T.21 1.10 12.321 K Factor= 0.31 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.16) Date 8/14/2020 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 *New Path T.17 128 0.54 1 Utr 2.0 13.000 150 7.747 to 0.0 2.000 0.0 H.1 128 0.54 0.862 0.0 15.000 0.0003 0.004 Vel = 0.30 H.1 128 0.0 1 Utr 2.0 11.000 150 7.751 to 0.0 2.000 0.0 H.4 128 0.54 0.862 0.0 13.000 0.0003 0.004 Vel = 0.30 H.4 128 0.0 1 Utr 2.0 2.000 150 7.755 to 0.0 2.000 0.0 T.23 128 0.54 0.862 0.0 4.000 0.0002 0.001 Vel= 0.30 0.0 T.23 0.54 7.756 K Factor= 0.19 *New Path T.18 118 0.93 1 Utr 2.0 8.000 150 12.240 to 0.0 2.000 0.0 H.7 118 0.93 0.862 0.0 10.000 0.0008 0.008 Vel= 0.51 H.7 118 0.0 1 Utr 2.0 3.000 150 12.248 to 0.0 2.000 0.0 T.29 118 0.93 0.862 0.0 5.000 0.0006 0.003 Vel= 0.51 T.29 118 0.0 1 Utr 2.0 14.000 150 12.251 to 0.0 2.000 0.0 H.13 118 0.93 0.862 0.0 16.000 0.0008 0.013 Vel= 0.51 H.13 118 0.0 1 Utr 2.0 9.000 150 12.264 to 0.0 2.000 0.0 H.14 118 0.93 0.862 0.0 11.000 0.0007 0.008 Vel= 0.51 H.14 118 0.0 1 0.0 1.000 150 12.272 to 0.0 0.0 0.0 T.39 118 0.93 0.862 0.0 1.000 0.0010 0.001 Vel= 0.51 T.39 118 0.95 1 Utr 2.0 5.000 150 12.273 to 0.0 2.000 0.0 T.40 118 1.88 0.862 0.0 7.000 0.0029 0.020 Vel= 1.03 T.40 118 0.32 1 2Utb 34.0 13.000 150 12.293 to 0.0 28.000 4.331 T.37 108 2.2 0.862 0.0 41.000 0.0038 0.154 Vel= 1.21 T.37 108 -0.57 1 Utr 2.0 2.000 150 16.778 to 0.0 2.000 0.0 H.12 108 1.63 0.862 0.0 4.000 0.0022 0.009 Vel = 0.90 H.12 108 0.0 1 Utb 17.0 5.000 150 16.787 to Utr 2.0 16.000 0.0 T.33 108 1.63 0.862 0.0 21.000 0.0022 0.046 Vel = 0.90 0.0 T.33 1.63 16.833 K Factor= 0.40 *New Path T.35 118 0.96 1 2Utb 34.0 4.000 150 12.247 to 0.0 28.000 0.0 T.39 118 0.96 0.862 0.0 32.000 0.0008 0.026 Vel = 0.53 0.0 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.16) Date 8/14/2020 Nadel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.39 0.96 12.273 K Factor= 0.27 *New Path T.22 118 0.26 1 Utr 2.0 4.000 150 12.289 to 0.0 2.000 0.0 H.8 118 0.26 0.862 0.0 6.000 0.0002 0.001 Vel = 0.14 H.8 118 0.0 1 Utr 2.0 3.000 150 12.290 to 0.0 2.000 0.0 T.26 118 0.26 0.862 0.0 5.000 0 0.0 Vel = 0.14 T.26 118 0.06 1 Utr 2.0 1.000 150 12.290 to 0.0 2.000 0.0 T.31 118 0.32 0.862 0.0 3.000 0 0.0 Vel = 0.18 T.31 118 0.0 1 Utr 2.0 9.000 150 12.290 to 0.0 2.000 0.0 H.10 118 0.32 0.862 0.0 11.000 0.0002 0.002 Vel= 0.18 H.10 118 0.0 1 Utr 2.0 8.000 150 12.292 to 0.0 2.000 0.0 T.40 118 0.32 0.862 0.0 10.000 0.0001 0.001 Vel= 0.18 0.0 T.40 0.32 12.293 K Factor= 0.09 *New Path T.25 118 0.06 1 2Utb 34.0 2.000 150 12.290 to 0.0 28.000 0.0 T.26 118 0.06 0.862 0.0 30.000 0 0.0 Vel = 0.03 0.0 T.26 0.06 12.290 K Factor= 0.02 *New Path T.37 108 0.57 1 0.0 3.000 150 16.778 to 0.0 0.0 0.0 T.38 108 0.57 0.862 0.0 3.000 0.0003 0.001 Vel= 0.31 T.38 108 0.0 1 Utr 2.0 3.000 150 16.779 to 0.0 2.000 0.0 T.36 108 0.57 0.862 0.0 5.000 0.0004 0.002 Vel = 0.31 0.0 T.36 0.57 16.781 K Factor= 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I here by certify that this plan, specification, or report was prepared by me or under my M61.20101 _ C_ p� direct supervision and that I am NICET RECEIVED v Certifie . E® At SEP 01 2020 Brent Kotula Date: /2020 CITY OF TIGARD NICET Certification No. 113889 BUILDING DIVISION Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 uponor AquaSAFETM Fire Safety System i'ICE COPY Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE-Two Head Calculation (H.15 & H.11) Drawing : RESIDENTIAL Location : PLAN E-8 TIGARD OR Remote Area : 1 Contract : U1 908 05-0 1 Data File : U190805-01 Roshak at River Terrace E-8.wx2 Date/Time : 08/14/2020- 10:49 AM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.15 & H.11) Date 8/14/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE Date - 8-9-2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - U190805-01 Calculated By - NOAH EAKMAN Drawing No. - x Construction: (X) Combustible ( ) Non-Combustible Ceiling Height x 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 - 0 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 26.0717 Psi Required 43.3 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 - 100 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.15&H.11) Date 8/14/2020 City Water Supply: Demand: C1-Static Pressure : 55 D1-Elevation : 12.127 C2-Residual Pressure: 50 02-System Flow :26.072 C2-Residual Flow : 300 02-System Pressure : 43.303 Hose(Demand) D3-System Demand :26.072 Safety Margin : 11.643 150 140 130 p 120 I. R 110 I■-_---- E 100 S 90 S 80 U 70 R 60 C1 C2 E 02 —.. 40 30 20 10 i 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-Two Head Calculation(H.15&H.11) Date 8/14/2020 Fitting Legend Abbrev. Name 16 14 1 11.4 114 2 21/2 3 3:4 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'Flowthm Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 Schad 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.15 & H.11) Date 8/14/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.946 26.07 43.303 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 128.0 4.9 7.04 13.0 H.16 128.0 7.47 T.32 128.0 8.42 T.25 118.0 13.57 T.24 108.0 18.85 T.19 108.0 19.48 S.1 104.0 24.16 MTR 100.0 35.24 STR 100.0 43.3 T.34 128.0 7.17 T.35 118.0 13.23 T.36 108.0 18.4 T.33 108.0 18.6 H.11 128.0 4.9 7.12 13.07 H.9 128.0 7.5 H.6 128.0 8.04 T.23 128.0 8.42 T.21 118.0 13.64 T.27 128.0 8.44 H.5 128.0 8.46 T.20 128.0 8.49 T.17 128.0 8.51 T.18 118.0 13.36 H.2 118.0 13.41 H.3 118.0 13.47 T.22 118.0 13.54 H.4 128.0 8.44 H.1 128.0 8.47 T.39 118.0 13.44 T.40 118.0 13.54 T.37 108.0 18.4 H.12 108.0 18.43 H.7 118.0 13.38 T.29 118.0 13.39 H.13 118.0 13.42 H.14 118.0 13.44 H.8 118.0 13.54 T.26 118.0 13.54 H.10 118.0 13.54 T.31 118.0 13.54 T.38 108.0 18.4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.15 & H.11) Date 8/14/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *Remote Head to Supply H.15 128 4.90 8.20 1 0.0 10.000 150 7.040 to 0.0 0.0 0.0 H.16 128 8.2 0.862 0.0 10.000 0.0430 0.430 Vel= 4.51 H.16 128 0.0 1 Utr 2.0 20.000 150 7.470 to 0.0 2.000 0.0 T.32 128 8.2 0.862 0.0 22.000 0.0430 0.946 Vel= 4.51 T.32 128 -2.47 1 Utb 17.0 23.000 150 8.416 to 0.0 14.000 4.331 T.25 118 5.73 0.862 0.0 37.000 0.0222 0.822 Vel= 3.15 T.25 118 0.98 1 Utr 2.0 16.000 150 13.569 to Utb 17.0 16.000 4.331 T.24 108 6.71 0.862 0.0 32.000 0.0297 0.950 Vel= 3.69 T.24 108 10.42 1.25 Utr 4.0 6.000 150 18.850 to 0.0 4.000 0.0 T.19 108 17.13 1.054 0.0 10.000 0.0632 0.632 Vel = 6.30 T.19 108 8.94 1.25 Utr 4.0 15.000 150 19.482 to T 2.44 6.440 1.732 S.1 104 26.07 1.054 0.0 21.440 0.1375 2.947 Vel= 9.59 S.1 104 0.0 1.5 2E 3.443 100.000 150 24.161 to 0.0 3.443 4.732 ** Fixed Loss =3 MTR 100 26.07 1.244 0.0 103.443 0.0613 6.342 Vel = 6.88 MTR 100 0.0 1 E 2.336 35.000 150 35.235 to T 5.841 9.345 0.0 STR 100 26.07 0.995 G 1.168 44.345 0.1819 8.068 Vel = 10.76 0.0 STR 26.07 43.303 K Factor= 3.96 *New Path H.15 128 4.81 1 Utr 2.0 6.000 150 7.040 to 0.0 2.000 0.0 T.34 128 4.81 0.862 0.0 8.000 0.0160 0.128 Vel= 2.64 T.34 128 4.33 1 Utr 2.0 17.000 150 7.168 to Utb 17.0 16.000 4.331 T.35 118 9.14 0.862 0.0 33.000 0.0526 1.735 Vel= 5.02 T.35 118 -2.96 1 Utb 17.0 18.796 150 13.234 to 0.0 14.000 4.331 T.36 108 6.18 0.862 0.0 32.796 0.0255 0.836 Vel = 3.40 T.36 108 0.91 1 Utr 2.0 4.000 150 18.401 to 0.0 2.000 0.0 T.33 108 7.09 0.862 0.0 6.000 0.0328 0.197 Vet= 3.90 T.33 108 3.33 1.25 0.0 10.000 150 18.598 to 0.0 0.0 0.0 T.24 108 10.42 1.054 0.0 10.000 0.0252 0.252 Vel= 3.83 0.0 T.24 10.42 18.850 K Factor= 2.40 *New Path T.34 128 -4.33 1 Utr 2.0 2.000 150 7.168 to 0.0 2.000 0.0 H.11 128 -4.33 0.862 0.0 4.000 -0.0132 -0.053 Vel = 2.38 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.15 &H.11) Date 8/14/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf H.11 128 4.90 13.07 1 Utr 2.0 6.000 150 7.115 to 0.0 2.000 0.0 H.9 128 8.74 0.862 0.0 8.000 0.0485 0.388 Vel= 4.80 H.9 128 0.0 1 Utr 2.0 9.000 150 7.503 to 0.0 2.000 0.0 H.6 128 8.74 0.862 0.0 11.000 0.0485 0.533 Vel= 4.80 H.6 128 0.0 1 Utr 2.0 6.000 150 8.036 to 0.0 2.000 0.0 T.23 128 8.74 0.862 0.0 8.000 0.0485 0.388 Vel = 4.80 T.23 128 -1.82 1 Uth 17.0 14.000 150 8.424 to 0.0 14.000 4.331 T.21 118 6.92 0.862 0.0 28.000 0.0315 0.881 Vel= 3.80 T.21 118 2.02 1 Utr 2.0 14.000 150 13.636 to Utb 17.0 16.000 4.331 T.19 108 8.94 0.862 0.0 30.000 0.0505 1.515 Vel= 4.91 0.0 T.19 8.94 19.482 K Factor= 2.03 *New Path T.32 128 2.46 1 Utr 2.0 2.000 150 8.416 to 0.0 2.000 0.0 T.27 128 2.46 0.862 0.0 4.000 0.0048 0.019 Vel= 1.35 T.27 128 0.0 1 Utr 2.0 4.000 150 8.435 to 0.0 2.000 0.0 H.5 128 2.46 0.862 0.0 6.000 0.0047 0.028 Vel= 1.35 H.5 128 0.0 1 Utr 2.0 4.000 150 8.463 to 0.0 2.000 0.0 T.20 128 2.46 0.862 0.0 6.000 0.0047 0.028 Vel = 1.35 T.20 128 0.0 1 Utr 2.0 2.000 150 8.491 to 0.0 2.000 0.0 T.17 128 2.46 0.862 0.0 4.000 0.0045 0.018 Vel = 1.35 T.17 128 1.82 1 2Utb 34.0 12.000 150 8.509 to 0.0 28.000 4.331 T.18 118 4.28 0.862 0.0 40.000 0.0130 0.518 Vel= 2.35 T.18 118 -1.54 1 Utr 2.0 7.000 150 13.358 to 0.0 2.000 0.0 H.2 118 2.74 0.862 0.0 9.000 0.0057 0.051 Vel= 1.51 H.2 118 0.0 1 Utr 2.0 9.000 150 13.409 to 0.0 2.000 0.0 H.3 118 2.74 0.862 0.0 11.000 0.0056 0.062 Vel= 1.51 H.3 118 0.0 1 Utr 2.0 10.000 150 13.471 to 0.0 2.000 0.0 T.22 118 2.74 0.862 0.0 12.000 0.0057 0.068 Vel = 1.51 T.22 118 -0.72 1 2Utb 34.0 2.000 150 13.539 to 0.0 28.000 0.0 T.21 118 2.02 0.862 0.0 30.000 0.0032 0.097 Vel= 1.11 0.0 T.21 2.02 13.636 K Factor= 0.55 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.15 &H.11) Date 8/14/2020 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *New Path T.23 128 1.82 1 Utr 2.0 2.000 150 8.424 to 0.0 2.000 0.0 H.4 128 1.82 0.862 0.0 4.000 0.0028 0.011 Vel = 1.00 H.4 128 0.0 1 Utr 2.0 11.000 150 8.435 to 0.0 2.000 0.0 H.1 128 1.82 0.862 0.0 13.000 0.0026 0.034 Vel= 1.00 H.1 128 0.0 1 Utr 2.0 13.000 150 8.469 to 0.0 2.000 0.0 T.17 128 1.82 0.862 0.0 15.000 0.0027 0.040 Vel= 1.00 0.0 T.17 1.82 8.509 K Factor= 0.62 *New Path T.35 118 2.96 1 2Utb 34.0 4.000 150 13.234 to 0.0 28.000 0.0 T.39 118 2.96 0.862 0.0 32.000 0.0065 0.209 Vel= 1.63 T.39 118 1.54 1 Utr 2.0 5.000 150 13.443 to 0.0 2.000 0.0 T.40 118 4.5 0.862 0.0 7.000 0.0141 0.099 Vel = 2.47 T.40 118 -0.26 1 2Utb 34.0 13.000 150 13.542 to 0.0 28.000 4.331 T.37 108 4.24 0.862 0.0 41.000 0.0127 0.522 Vel= 2.33 T.37 108 -0.91 1 Utr 2.0 2.000 150 18.395 to 0.0 2.000 0.0 H.12 108 3.33 0.862 0.0 4.000 0.0082 0.033 Vel= 1.83 H.12 108 0.0 1 Utb 17.0 5.000 150 18.428 to Utr 2.0 16.000 0.0 T.33 108 3.33 0.862 0.0 21.000 0.0081 0.170 Vel = 1.83 0.0 T.33 3.33 18.598 K Factor= 0.77 *New Path T.18 118 1.55 1 Utr 2.0 8.000 150 13.358 to 0.0 2.000 0.0 H.7 118 1.55 0.862 0.0 10.000 0.0020 0.020 Vel= 0.85 H.7 118 0.0 1 Utr 2.0 3.000 150 13.378 to 0.0 2.000 0.0 T.29 118 1.55 0.862 0.0 5.000 0.0020 0.010 Vel= 0.85 T.29 118 0.0 1 Utr 2.0 14.000 150 13.388 to 0.0 2.000 0.0 H.13 118 1.55 0.862 0.0 16.000 0.0019 0.031 Vel= 0.85 H.13 118 0.0 1 Utr 2.0 9.000 150 13.419 to 0.0 2.000 0.0 H.14 118 1.55 0.862 0.0 11.000 0.0020 0.022 Vel= 0.85 H.14 118 0.0 1 0.0 1.000 150 13.441 to 0.0 0.0 0.0 T.39 118 1.55 0.862 0.0 1.000 0.0020 0.002 Vel= 0.85 0.0 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.15 &H.11) Date 8/14/2020 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 1.55 13.443 K Factor= 0.42 *New Path T.22 118 0.71 1 Utr 2.0 4.000 150 13.539 to 0.0 2.000 0.0 H.8 118 0.71 0.862 0.0 6.000 0.0005 0.003 Vel= 0.39 H.8 118 0.0 1 Utr 2.0 3.000 150 13.542 to 0.0 2.000 0.0 T.26 118 0.71 0.862 0.0 5.000 0.0004 0.002 Vel = 0.39 T.26 118 0.27 1 2Utb 34.0 2.000 150 13.544 to 0.0 28.000 0.0 T.25 118 0.98 0.862 0.0 30.000 0.0008 0.025 Vel= 0.54 0.0 T.25 0.98 13.569 K Factor= 0.27 *New Path T.40 118 0.26 1 Utr 2.0 8.000 150 13.542 to 0.0 2.000 0.0 H.10 118 0.26 0.862 0.0 10.000 0.0001 0.001 Vel= 0.14 H.10 118 0.0 1 Utr 2.0 9.000 150 13.543 to 0.0 2.000 0.0 T.31 118 0.26 0.862 0.0 11.000 0.0001 0.001 Vel = 0.14 T.31 118 0.0 1 Utr 2.0 1.000 150 13.544 to 0.0 2.000 0.0 T.26 118 0.26 0.862 0.0 3.000 0 0.0 Vel = 0.14 0.0 T.26 0.26 13.544 K Factor= 0.07 *New Path T.37 108 0.91 1 0.0 3.000 150 18.395 to 0.0 0.0 0.0 T.38 108 0.91 0.862 0.0 3.000 0.0007 0.002 Vel= 0.50 T.38 108 0.0 1 Utr 2.0 3.000 150 18.397 to 0.0 2.000 0.0 T.36 108 0.91 0.862 0.0 5.000 0.0008 0.004 Vel = 0.50 0.0 T.36 0.91 18.401 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087