Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report
I here by certify that this plan, specification, RECEIVED or report was prepared by me or under my direct supervision and that I am NICET SEP 01 2020 Certifie CITY OF TIGARD BUILDING DIVISION 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-One Head Calculation(H.3) Drawing : RESIDENTIAL Location : PLAN K-8 TIGARD OR Remote Area : 1 Contract : U190812-01 Data File : U1 908 1 2-0 1 Roshak at River Terrace K-8.wx1 Date/Time : 08/14/2020 - 12:47 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.3) Date 8/14/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE Date - 8-13-2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - U190812-01 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)l ( )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 28.52 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.3) 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 : 28.522 Hose(Demand) D3-System Demand :13.001 Safety Margin : 26.463 150 140 130 ___---- P 120 R 110 E 100 S 90 -. S 80 U70 _ R 60 CI C2 E 50 - 40 D2 30 t 20 10 O 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 ROSHAK AT RIVER TERRACE-One Head Calculation(H.3) Date 8/14/2020 Fitting Legend Abbrev. Name ''A ''A 1 11A 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 8 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 80 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 12 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.3) 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 28.522 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 128.0 4.9 7.04 13.0 H.1 128.0 7.49 T.10 128.0 7.65 T.11 118.0 12.24 T.16 118.0 12.3 T.21 118.0 12.35 T.20 118.0 12.38 T.12 108.0 17.38 S.1 104.0 19.81 MTR 100.0 26.3 STR 100.0 28.52 H.4 128.0 7.39 T.17 128.0 7.55 T.18 118.0 12.24 T.25 118.0 12.33 H.8 118.0 12.36 T.31 118.0 12.38 T.30 108.0 16.93 T.28 108.0 16.99 T.24 108.0 17.0 H.6 128.0 7.64 T.23 128.0 7.73 T.26 118.0 12.33 T.27 108.0 16.92 T.13 128.0 7.69 T.14 128.0 7.71 T.19 128.0 7.75 H.9 128.0 7.74 H.5 118.0 12.24 H.2 118.0 12.24 T.22 118.0 12.36 T.33 118.0 12.38 T.32 118.0 12.39 H.7 108.0 16.92 T.29 108.0 16.93 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.3) Date 8/14/2020 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *Remote Head to Supply H.3 128 4.90 5.21 1 Utr 2.0 22.000 150 7.040 to 0.0 2.000 0.0 H.1 128 5.21 0.862 0.0 24.000 0.0186 0.446 Vel = 2.86 H.1 128 0.0 1 Utr 2.0 7.000 150 7.486 to 0.0 2.000 0.0 T.10 128 5.21 0.862 0.0 9.000 0.0186 0.167 Vel = 2.86 T.10 128 -2.49 1 2Utb 34.0 17.000 150 7.653 to 0.0 28.000 4.331 T.11 118 2.72 0.862 0.0 45.000 0.0056 0.252 Vel = 1.50 T.11 118 0.08 1 Utr 2.0 9.000 150 12.236 to 0.0 2.000 0.0 T.16 118 2.8 0.862 0.0 11.000 0.0058 0.064 Vel = 1.54 T.16 118 0.0 1 Utr 2.0 7.000 150 12.300 to 0.0 2.000 0.0 T.21 118 2.8 0.862 0.0 9.000 0.0060 0.054 Vel = 1.54 T.21 118 -1.88 1 2Utb 34.0 2.000 150 12.354 to 0.0 28.000 0.0 T.20 118 0.92 0.862 0.0 30.000 0.0007 0.022 Vel = 0.51 T.20 118 3.36 1 Utb 17.0 38.000 150 12.376 to 0.0 14.000 4.331 T.12 108 4.28 0.862 0.0 52.000 0.0129 0.673 Vel = 2.35 T.12 108 8.72 1.25 Utr 4.0 12.000 150 17.380 to T 2.44 6.440 1.732 S.1 104 13.0 1.054 0.0 18.440 0.0380 0.700 Vel = 4.78 S.1 104 0.0 1.5 2E 3.443 100.000 150 19.812 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 26.295 to T 5.841 9.345 0.0 STR 100 13.0 0.995 G 1.168 44.345 0.0502 2.227 Vel = 5.36 0.0 STR 13.00 28.522 K Factor= 2.43 *New Path H.3 128 7.79 1 Utr 2.0 7.000 150 7.040 to 0.0 2.000 0.0 H.4 128 7.79 0.862 0.0 9.000 0.0392 0.353 Vel = 4.28 H.4 128 0.0 1 Utr 2.0 2.000 150 7.393 to 0.0 2.000 0.0 T.17 128 7.79 0.862 0.0 4.000 0.0390 0.156 Vel = 4.28 T.17 128 -4.30 1 2Utb 34.0 12.000 150 7.549 to 0.0 28.000 4.331 T.18 118 3.49 0.862 0.0 40.000 0.0089 0.356 Vel = 1.92 T.18 118 -0.08 1 Utr 2.0 9.000 150 12.236 to 0.0 2.000 0.0 T.25 118 3.41 0.862 0.0 11.000 0.0085 0.093 Vel = 1.87 T.25 118 -0.11 1 Utr 2.0 2.000 150 12.329 to 0.0 2.000 0.0 H.8 118 3.3 0.862 0.0 4.000 0.0080 0.032 Vel = 1.81 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.3) Date 8/14/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact at Act Egiv Len Total Pf/Ft Pf H.8 118 0.0 1 Utr 2.0 1.000 150 12.361 to 0.0 2.000 0.0 T.31 118 3.3 0.862 0.0 3.000 0.0080 0.024 Vel = 1.81 T.31 118 -0.78 1 2Utb 34.0 16.000 150 12.385 to 0.0 28.000 4.331 T.30 108 2.52 0.862 0.0 44.000 0.0049 0.214 Vel= 1.39 T.30 108 1.24 1 Utr 2.0 4.000 150 16.930 to 0.0 2.000 0.0 T.28 108 3.76 0.862 0.0 6.000 0.0102 0.061 Vet= 2.07 T.28 108 2.31 1.25 0.0 1.000 150 16.991 to 0.0 0.0 0.0 T.24 108 6.07 1.054 0.0 1.000 0.0090 0.009 Vel = 2.23 T.24 108 2.65 1.25 Utr 4.0 17.000 150 17.000 to 0.0 4.000 0.0 T.12 108 8.72 1.054 0.0 21.000 0.0181 0.380 Vel = 3.21 0.0 T.12 8.72 17.380 K Factor= 2.09 *New Path T.17 128 4.30 1 Utr 2.0 5.000 150 7.549 to 0.0 2.000 0.0 H.6 128 4.3 0.862 0.0 7.000 0.0131 0.092 Vel = 2.36 H.6 128 0.0 1 Utr 2.0 5.000 150 7.641 to 0.0 2.000 0.0 T.23 128 4.3 0.862 0.0 7.000 0.0130 0.091 Vel = 2.36 T.23 128 -0.87 1 Utr 2.0 15.000 150 7.732 to Utb 17.0 16.000 4.331 T.26 118 3.43 0.862 0.0 31.000 0.0086 0.267 Vel= 1.89 T.26 118 0.12 1 Utb 17.0 14.000 150 12.330 to 0.0 14.000 4.331 T.27 108 3.55 0.862 0.0 28.000 0.0091 0.256 Vel= 1.95 T.27 108 -1.24 1 Utb 17.0 2.000 150 16.917 to Utr 2.0 16.000 0.0 T.28 108 2.31 0.862 0.0 18.000 0.0041 0.074 Vel = 1.27 0.0 T.28 2.31 16.991 K Factor= 0.56 *New Path T.10 128 2.49 1 Utr 2.0 6.000 150 7.653 to 0.0 2.000 0.0 T.13 128 2.49 0.862 0.0 8.000 0.0048 0.038 Vel= 1.37 T.13 128 0.0 1 Utr 2.0 2.000 150 7.691 to 0.0 2.000 0.0 T.14 128 2.49 0.862 0.0 4.000 0.0048 0.019 Vel = 1.37 T.14 128 0.0 1 Utr 2.0 6.000 150 7.710 to 0.0 2.000 0.0 T.19 128 2.49 0.862 0.0 8.000 0.0048 0.038 Vel = 1.37 T.19 128 0.87 1 Utr 2.0 20.000 150 7.748 to Utb 17.0 16.000 4.331 T.20 118 3.36 0.862 0.0 36.000 0.0082 0.297 Vet = 1.85 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.3) 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 0.0 T.20 3.36 12.376 K Factor= 0.96 *New Path T.23 128 0.87 1 0.0 10.000 150 7.732 to 0.0 0.0 0.0 H.9 128 0.87 0.862 0.0 10.000 0.0007 0.007 Vel= 0.48 H.9 128 0.0 1 Utr 2.0 12.000 150 7.739 to 0.0 2.000 0.0 T.19 128 0.87 0.862 0.0 14.000 0.0006 0.009 Vel = 0.48 0.0 T.19 0.87 7.748 K Factor= 0.31 *New Path T.18 118 0.08 1 Utr 2.0 1.000 150 12.236 to 0.0 2.000 0.0 H.5 118 0.08 0.862 0.0 3.000 0 0.0 Vel = 0.04 H.5 118 0.0 1 Utr 2.0 12.000 150 12.236 to 0.0 2.000 0.0 H.2 118 0.08 0.862 0.0 14.000 0 0.0 Vel = 0.04 H.2 118 0.0 1 Utr 2.0 6.000 150 12.236 to 0.0 2.000 0.0 T.11 118 0.08 0.862 0.0 8.000 0 0.0 Vel = 0.04 0.0 T.11 0.08 12.236 K Factor= 0.02 *New Path T.25 118 0.12 1 2Utb 34.0 5.000 150 12.329 to 0.0 28.000 0.0 T.26 118 0.12 0.862 0.0 33.000 0 0.001 Vel = 0.07 0.0 T.26 0.12 12.330 K Factor= 0.03 *New Path T.21 118 1.87 1 Utr 2.0 1.000 150 12.354 to 0.0 2.000 0.0 T.22 118 1.87 0.862 0.0 3.000 0.0027 0.008 Vel= 1.03 T.22 118 0.0 1 Utr 2.0 6.000 150 12.362 to 0.0 2.000 0.0 T.33 118 1.87 0.862 0.0 8.000 0.0028 0.022 Vel = 1.03 T.33 118 0.0 1 0.0 1.000 150 12.384 to 0.0 0.0 0.0 T.32 118 1.87 0.862 0.0 1.000 0.0030 0.003 Vel= 1.03 T.32 118 0.78 1 2Utb 34.0 25.000 150 12.387 to 0.0 28.000 4.331 T.24 108 2.65 0.862 0.0 53.000 0.0053 0.282 Vel= 1.46 0.0 T.24 2.65 17.000 K Factor= 0.64 *New Path T.31 118 0.78 1 Utr 2.0 2.000 150 12.385 to 0.0 2.000 0.0 T.32 118 0.78 0.862 0.0 4.000 0.0005 0.002 Vel = 0.43 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.3) 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 0.0 T.32 0.78 12.387 K Factor= 0.22 *New Path T.27 108 1.24 1 Utr 2.0 1.000 150 16.917 to 0.0 2.000 0.0 H.7 108 1.24 0.862 0.0 3.000 0.0013 0.004 Vel = 0.68 H.7 108 0.0 1 Utr 2.0 4.000 150 16.921 to 0.0 2.000 0.0 T.29 108 1.24 0.862 0.0 6.000 0.0012 0.007 Vel = 0.68 T.29 108 0.0 1 0.0 1.000 150 16.928 to 0.0 0.0 0.0 T.30 108 1.24 0.862 0.0 1.000 0.0020 0.002 Vel= 0.68 0.0 T.30 1.24 16.930 K Factor= 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 LAST20 i01- O ULC.v S I here by certify that this plan, specification, RECEIVED report was prepared by me or under my direct supervision and that I am NICET SEP EP 01 2020 CITY OF TIGARD BUILDING DIVISION Brent Kotula Date: 7/2020 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 U onoi 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.9 &H.6) Drawing : RESIDENTIAL Location : PLAN K-8 TIGARD OR Remote Area : 1 Contract : U190812-01 Data File : U190812-01 Roshak at River Terrace K-8.wx2 Date/Time : 08/14/2020- 12:45 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.9 & H.6) Date 8/14/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE Date - 8-13-2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - U190S12-01 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 26.0505 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.9&H.6) Date 8/14/2020 City Water Supply: Demand: C1-Static Pressure 55 D1 -Elevation : 12.127 C2-Residual Pressure: 50 D2-System Flow :26.05 C2-Residual Flow : 300 D2-System Pressure : 43.296 Hose(Demand) D3-System Demand :26.05 Safety Margin : 11.649 150 140 130 p120 R 110 E 100 S 90 S 80 U 70 R 60 Cl C2 E 50 2 ® _ 40 30 f, 20 10 D1 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.9&H.6) Date 8(14/2020 Fining Legend Abbrev, Name 14 4 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 thru 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 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.9 & H.6) 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 26.05 43.296 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 128.0 4.9 7.04 13.0 T.19 128.0 7.7 T.20 118.0 13.16 T.12 108.0 19.91 S.1 104.0 24.18 MTR 100.0 35.24 STR 100.0 43.3 T.23 128.0 7.18 T.26 118.0 12.93 T.27 108.0 18.23 T.28 108.0 18.5 T.24 108.0 18.53 H.6 128.0 4.9 7.09 13.05 T.17 128.0 7.45 T.18 118.0 12.74 T.25 118.0 12.98 H.8 118.0 13.1 T.31 118.0 13.19 T.30 108.0 18.28 H.4 128.0 7.47 H.3 128.0 7.53 H.1 128.0 7.69 T.10 128.0 7.74 T.11 118.0 12.75 T.16 118.0 12.94 T.21 118.0 13.1 T.14 128.0 7.72 T.13 128.0 7.73 H.5 118.0 12.74 H.2 118.0 12.75 T.22 118.0 13.12 T.33 118.0 13.19 T.32 118.0 13.2 H.7 108.0 18.24 T.29 108.0 18.27 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.9 &H.6) 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 *Remote Head to Supply H.9 128 4.90 8.60 1 Utr 2.0 12.000 150 7.040 to 0.0 2.000 0.0 T.19 128 8.6 0.862 0.0 14.000 0.0471 0.659 Vel= 4.73 T.19 128 -1.68 1 Utr 2.0 20.000 150 7.699 to Utb 17.0 16.000 4.331 T.20 118 6.92 0.862 0.0 36.000 0.0315 1.134 Vel= 3.80 T.20 118 1.63 1 Utb 17.0 38.000 150 13.164 to 0.0 14.000 4.331 T.12 108 8.55 0.862 0.0 52.000 0.0465 2.419 Vel= 4.70 T.12 108 17.50 1.25 Utr 4.0 12.000 150 19.914 to T 2.44 6.440 1.732 S.1 104 26.05 1.054 0.0 18.440 0.1372 2.530 Vel= 9.58 S.1 104 0.0 1.5 2E 3.443 100.000 150 24.176 to 0.0 3.443 4.732 * * Fixed Loss =3 MTR 100 26.05 1.244 0.0 103.443 0.0612 6.333 Vel= 6.88 MTR 100 0.0 1 E 2.336 35.000 150 35.241 to T 5.841 9.345 0.0 STR 100 26.05 0.995 G 1.168 44.345 0.1816 8.055 Vel = 10.75 0.0 STR 26.05 43.296 K Factor= 3.96 *New Path H.9 128 4.40 1 0.0 10.000 150 7.040 to 0.0 0.0 0.0 T.23 128 4.4 0.862 0.0 10.000 0.0136 0.136 Vel= 2.42 T.23 128 4.10 1 Utr 2.0 15.000 150 7.176 to Utb 17.0 16.000 4.331 T.26 118 8.5 0.862 0.0 31.000 0.0460 1.426 Vel = 4.67 T.26 118 -1.24 1 Utb 17.0 14.000 150 12.933 to 0.0 14.000 4.331 T.27 108 7.26 0.862 0.0 28.000 0.0344 0.962 Vel = 3.99 T.27 108 -2.59 1 Utb 17.0 2.000 150 18.226 to Utr 2.0 16.000 0.0 T.28 108 4.67 0.862 0.0 18.000 0.0152 0.274 Vel = 2.57 T.28 108 7.58 1.25 0.0 1.000 150 18.500 to 0.0 0.0 0.0 T.24 108 12.25 1.054 0.0 1.000 0.0340 0.034 Vel= 4.50 T.24 108 5.25 1.25 Utr 4.0 17.000 150 18.534 to 0.0 4.000 0.0 T.12 108 17.5 1.054 0.0 21.000 0.0657 1.380 Vel = 6.43 0.0 T.12 17.50 19.914 K Factor= 3.92 *New Path T.23 128 -4.10 1 Utr 2.0 5.000 150 7.176 to 0.0 2.000 0.0 H.6 128 -4.1 0.862 0.0 7.000 -0.0120 -0.084 Vel = 2.25 H.6 128 4.90 13.05 1 Utr 2.0 5.000 150 7.092 to 0.0 2.000 0.0 T.17 128 8.95 0.862 0.0 7.000 0.0506 0.354 Vel = 4.92 Computer Programs by Hydratec Inc. Route 111 Windham N.N. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.9 &H.6) 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 T.17 128 -2.95 1 2Utb 34.0 12.000 150 7.446 to 0.0 28.000 4.331 T.18 118 6.0 0.862 0.0 40.000 0.0242 0.967 Vel = 3.30 T.18 118 -0.42 1 Utr 2.0 9.000 150 12.744 to 0.0 2.000 0.0 T.25 118 5.58 0.862 0.0 11.000 0.0211 0.232 Vel= 3.07 T.25 118 1.24 1 Utr 2.0 2.000 150 12.976 to 0.0 2.000 0.0 H.8 118 6.82 0.862 0.0 4.000 0.0305 0.122 Vel= 3.75 H.8 118 0.0 1 Utr 2.0 1.000 150 13.098 to 0.0 2.000 0.0 T.31 118 6.82 0.862 0.0 3.000 0.0307 0.092 Vel= 3.75 T.31 118 -1.83 1 2Utb 34.0 16.000 150 13.190 to 0.0 28.000 4.331 T.30 108 4.99 0.862 0.0 44.000 0.0172 0.756 Vel= 2.74 T.30 108 2.58 1 Utr 2.0 4.000 150 18.277 to 0.0 2.000 0.0 T.28 108 7.57 0.862 0.0 6.000 0.0372 0.223 Vel= 4.16 0.0 T.28 7.57 18.500 K Factor= 1.76 *New Path T.17 128 2.95 1 Utr 2.0 2.000 150 7.446 to 0.0 2.000 0.0 H.4 128 2.95 0.862 0.0 4.000 0.0065 0.026 Vel = 1.62 H.4 128 0.0 1 Utr 2.0 7.000 150 7.472 to 0.0 2.000 0.0 H.3 128 2.95 0.862 0.0 9.000 0.0066 0.059 Vel = 1.62 H.3 128 0.0 1 Utr 2.0 22.000 150 7.531 to 0.0 2.000 0.0 H.1 128 2.95 0.862 0.0 24.000 0.0065 0.155 Vel= 1.62 H.1 128 0.0 1 Utr 2.0 7.000 150 7.686 to 0.0 2.000 0.0 T.10 128 2.95 0.862 0.0 9.000 0.0066 0.059 Vel = 1.62 T.10 128 1.68 1 2Utb 34.0 17.000 150 7.745 to 0.0 28.000 4.331 T.11 118 4.63 0.862 0.0 45.000 0.0149 0.672 Vel = 2.55 T.11 118 0.42 1 Utr 2.0 9.000 150 12.748 to 0.0 2.000 0.0 T.16 118 5.05 0.862 0.0 11.000 0.0175 0.193 Vel= 2.78 T.16 118 0.0 1 Utr 2.0 7.000 150 12.941 to 0.0 2.000 0.0 T.21 118 5.05 0.862 0.0 9.000 0.0176 0.158 Vel= 2.78 T.21 118 -3.42 1 2Utb 34.0 2.000 150 13.099 to 0.0 28.000 0.0 T.20 118 1.63 0.862 0.0 30.000 0.0022 0.065 Vel = 0.90 0.0 T.20 1.63 13.164 K Factor= 0.45 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.9 &H.6) 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 *New Path T.19 128 1.68 1 Utr 2.0 6.000 150 7.699 to 0.0 2.000 0.0 T.14 128 1.68 0.862 0.0 8.000 0.0022 0.018 Vel= 0.92 T.14 128 0.0 1 Utr 2.0 2.000 150 7.717 to 0.0 2.000 0.0 T.13 128 1.68 0.862 0.0 4.000 0.0022 0.009 Vel = 0.92 T.13 128 0.0 1 Utr 2.0 6.000 150 7.726 to 0.0 2.000 0.0 T.10 128 1.68 0.862 0.0 8.000 0.0024 0.019 Vel = 0.92 0.0 T.10 1.68 7.745 K Factor= 0.60 *New Path T.18 118 0.42 1 Utr 2.0 1.000 150 12.744 to 0.0 2.000 0.0 H.5 118 0.42 0.862 0.0 3.000 0 0.0 Vel = 0.23 H.5 118 0.0 1 Utr 2.0 12.000 150 12.744 to 0.0 2.000 0.0 H.2 118 0.42 0.862 0.0 14.000 0.0002 0.003 Vel= 0.23 H.2 118 0.0 1 Utr 2.0 6.000 150 12.747 to 0.0 2.000 0.0 T.11 118 0.42 0.862 0.0 8.000 0.0001 0.001 Vel= 0.23 0.0 T.11 0.42 12.748 K Factor= 0.12 *New Path T.26 118 1.24 1 2Utb 34.0 5.000 150 12.933 to 0.0 28.000 0.0 T.25 118 1.24 0.862 0.0 33.000 0.0013 0.043 Vel = 0.68 0.0 T.25 1.24 12.976 K Factor= 0.34 *New Path T.21 118 3.42 1 Utr 2.0 1.000 150 13.099 to 0.0 2.000 0.0 T.22 118 3.42 0.862 0.0 3.000 0.0083 0.025 Vel = 1.88 T.22 118 0.0 1 Utr 2.0 6.000 150 13.124 to 0.0 2.000 0.0 T.33 118 3.42 0.862 0.0 8.000 0.0086 0.069 Vel = 1.88 T.33 118 0.0 1 0.0 1.000 150 13.193 to 0.0 0.0 0.0 T.32 118 3.42 0.862 0.0 1.000 0.0080 0.008 Vel = 1.88 T.32 118 1.83 1 2Utb 34.0 25.000 150 13.201 to 0.0 28.000 4.331 T.24 108 5.25 0.862 0.0 53.000 0.0189 1.002 Vel = 2.89 0.0 T.24 5.25 18.534 K Factor= 1.22 *New Path T.31 118 1.83 1 Utr 2.0 2.000 150 13.190 to 0.0 2.000 0.0 T.32 118 1.83 0.862 0.0 4.000 0.0028 0.011 Vel = 1.01 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.9 & H.6) 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 0.0 T.32 1.83 13.201 K Factor= 0.50 *New Path T.27 108 2.58 1 Utr 2.0 1.000 150 18.226 to 0.0 2.000 0.0 H.7 108 2.58 0.862 0.0 3.000 0.0050 0.015 Vel= 1.42 H.7 108 0.0 1 Utr 2.0 4.000 150 18.241 to 0.0 2.000 0.0 T.29 108 2.58 0.862 0.0 6.000 0.0052 0.031 Vel = 1.42 T.29 108 0.0 1 0.0 1.000 150 18.272 to 0.0 0.0 0.0 T.30 108 2.58 0.862 0.0 1.000 0.0050 0.005 Vel = 1.42 0.0 T.30 2.58 18.277 K Factor= 0.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087