Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (6)
A M5r 20 1,61 -00142. o 19.229 9 J tell ,W- RECEIVED I here by certify that this plan, specification, or report was prepared by me or under my AUG 2 9 2019 direct supervision and that I am NICET Certified at Level IV. CITY OF TIGARD BUILDING DIVISION Brent D Kotula Date: 8/1 2/1 9 Rea. No. 113889 I ! 1 AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE, E-8-One Head Calculation (H.16) Drawing : RESIDENTIAL Location : TIGARD OR Remote Area : 1 Contract : U190805-01 Data File : U190805-01 Roshak at River Terrace E-8.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A Uponor Page 1 ROSHAK AT RIVER TERRACE, E-8- One Head Calculation (H.16) Date 8/9/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE E-8 Date - 8-9-2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE 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 LF 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: A Date of Test - x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 55 Elev. R Residual (Psi) - 50 Other Flow (Gpm) - 300 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 Page 2 ROSHAK AT RIVER TERRACE, E-8-One Head Calculation (H.16) Date 8/9/2019 City Water Supply: Demand: Cl - 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 : 26.657 150 140 130 P 120 R 110 E 100 S 90 . S 80 U 70 R60 o Cl C2 E • 40 D2 30 c 20 10 6D1 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 Page 3 ROSHAK AT RIVER TERRACE, E-8-One Head Calculation (H.16) Date 8/9/2019 Fitting Legend Abbrev. Name E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 4 ROSHAK AT RIVER TERRACE, E-8 -One Head Calculation (H.16) Date 8/9/2019 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 Page 5 ROSHAK AT RIVER TERRACE, E-8-One Head Calculation (H.16) Date 8/9/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes *****" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.16 6.33 0.862 Utr 2.0 20.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.32 6.33 0.0267 0.0 22.000 0.587 Vel= 3.48 T.32 -2.82 0.862 Utb 17.0 23.000 7.627 to 150.0 0.0 14.000 4.331 T.25 3.51 0.0090 0.0 37.000 0.332 Vel = 1.93 T.25 -0.06 0.862 Utr 2.0 16.000 12.290 to 150.0 Utb 17.0 16.000 4.331 T.24 3.45 0.0087 0.0 32.000 0.278 Vel = 1.90 T.24 5.08 1.054 Utr 4.0 6.000 16.899 to 150.0 0.0 4.000 0.0 T.19 8.53 0.0174 0.0 10.000 0.174 Vel = 3.14 T.19 4.47 1.054 Utr 4.0 15.000 17.073 to 150.0 T 2.44 6.440 1.732 S.1 13.0 0.0380 0.0 21.440 0.814 Vel = 4.78 S.1 0.0 1.244 2E 3.443 100.000 19.619 to 150.0 0.0 3.443 4.732 ** Fixed Loss= 3 MTR 13.0 0.0169 0.0 103.443 1.751 Vel = 3.43 MTR 0.0 0.995 E 2.336 35.000 26.102 to 150.0 T 5.841 9.345 0.0 STR 13.0 0.0502 G 1.168 44.345 2.226 Vel = 5.36 0.0 13.00 28.328 K Factor= 2.44 H.16 6.67 0.862 0.0 10.000 7.040 to 150.0 0.0 0.0 0.0 H.15 6.67 0.0294 0.0 10.000 0.294 Vel = 3.67 H.15 0.0 0.862 Utr 2.0 6.000 7.334 to 150.0 0.0 2.000 0.0 T.34 6.67 0.0294 0.0 8.000 0.235 Vel = 3.67 T.34 -2.84 0.862 Utr 2.0 17.000 7.569 to 150.0 Utb 17.0 16.000 4.331 T.35 3.83 0.0105 0.0 33.000 0.347 Vel = 2.11 T.35 -0.96 0.862 Utb 17.0 18.796 12.247 to 150.0 0.0 14.000 4.331 T.36 2.87 0.0062 0.0 32.796 0.203 Vel = 1.58 T.36 0.57 0.862 Utr 2.0 4.000 16.781 to 150.0 0.0 2.000 0.0 T.33 3.44 0.0087 0.0 6.000 0.052 Vel = 1.89 T.33 1.63 1.054 0.0 10.000 16.833 to 150.0 0.0 0.0 0.0 T.24 5.07 0.0066 0.0 10.000 0.066 Vel = 1.86 0.0 5.07 16.899 K Factor= 1.23 T.34 2.84 0.862 Utr 2.0 2.000 7.569 to 150.0 0.0 2.000 0.0 H.11 2.84 0.0060 0.0 4.000 0.024 Vel = 1.56 H.11 0.0 0.862 Utr 2.0 6.000 7.593 to 150.0 0.0 2.000 0.0 H.9 2.84 0.0060 0.0 8.000 0.048 Vel = 1.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I • Final Calculations - Hazen-Williams Uponor Page 6 ROSHAK AT RIVER TERRACE, E-8-One Head Calculation (H.16) Date 8/9/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.9 0.0 0.862 Utr 2.0 9.000 7.641 to 150.0 0.0 2.000 0.0 H.6 2.84 0.0061 0.0 11.000 0.067 Vel = 1.56 H.6 0.0 0.862 Utr 2.0 6.000 7.708 to 150.0 0.0 2.000 0.0 T.23 2.84 0.0060 0.0 8.000 0.048 Vel = 1.56 T.23 0.54 0.862 Utb 17.0 14.000 7.756 to 150.0 0.0 14.000 4.331 T.21 3.38 0.0084 0.0 28.000 0.234 Vel = 1.86 T.21 1.09 0.862 Utr 2.0 14.000 12.321 to 150.0 Utb 17.0 16.000 4.331 T.19 4.47 0.0140 0.0 30.000 0.421 Vel= 2.46 0.0 4.47 17.073 K Factor= 1.08 T.32 2.82 0.862 Utr 2.0 2.000 7.627 to 150.0 0.0 2.000 0.0 T.27 2.82 0.0060 0.0 4.000 0.024 Vel = 1.55 T.27 0.0 0.862 Utr 2.0 4.000 7.651 to 150.0 0.0 2.000 0.0 H.5 2.82 0.0060 0.0 6.000 0.036 Vel = 1.55 H.5 0.0 0.862 Utr 2.0 4.000 7.687 to 150.0 0.0 2.000 0.0 T.20 2.82 0.0060 0.0 6.000 0.036 Vel= 1.55 T.20 0.0 0.862 Utr 2.0 2.000 7.723 to 150.0 0.0 2.000 0.0 T.17 2.82 0.0060 0.0 4.000 0.024 Vel = 1.55 T.17 -0.54 0.862 2Utb 34.0 12.000 7.747 to 150.0 0.0 28.000 4.331 T.18 2.28 0.0040 0.0 40.000 0.162 Vel= 1.25 T.18 -0.92 0.862 Utr 2.0 7.000 12.240 to 150.0 0.0 2.000 0.0 H.2 1.36 0.0016 0.0 9.000 0.014 Vel = 0.75 H.2 0.0 0.862 Utr 2.0 9.000 12.254 to 150.0 0.0 2.000 0.0 H.3 1.36 0.0015 0.0 11.000 0.017 Vel = 0.75 H.3 0.0 0.862 Utr 2.0 10.000 12.271 to 150.0 0.0 2.000 0.0 T.22 1.36 0.0015 0.0 12.000 0.018 Vel = 0.75 T.22 -0.26 0.862 2Utb 34.0 2.000 12.289 to 150.0 0.0 28.000 0.0 T.21 1.1 0.0011 0.0 30.000 0.032 Vel = 0.60 0.0 1.10 12.321 K Factor= 0.31 T.17 0.54 0.862 Utr 2.0 13.000 7.747 to 150.0 0.0 2.000 0.0 H.1 0.54 0.0003 0.0 15.000 0.004 Vel = 0.30 H.1 0.0 0.862 Utr 2.0 11.000 7.751 to 150.0 0.0 2.000 0.0 H.4 0.54 0.0003 0.0 13.000 0.004 Vel = 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a Final Calculations - Hazen-Williams Uponor Page 7 ROSHAK AT RIVER TERRACE, E-8-One Head Calculation (H.16) Date 8/9/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.4 0.0 0.862 Utr 2.0 2.000 7.755 to 150.0 0.0 2.000 0.0 T.23 0.54 0.0002 0.0 4.000 0.001 Vel = 0.30 0.0 0.54 7.756 K Factor= 0.19 T.18 0.93 0.862 Utr 2.0 8.000 12.240 to 150.0 0.0 2.000 0.0 H.7 0.93 0.0008 0.0 10.000 0.008 Vel = 0.51 H.7 0.0 0.862 Utr 2.0 3.000 12.248 to 150.0 0.0 2.000 0.0 T.29 0.93 0.0006 0.0 5.000 0.003 Vel = 0.51 T.29 0.0 0.862 Utr 2.0 14.000 12.251 to 150.0 0.0 2.000 0.0 H.13 0.93 0.0008 0.0 16.000 0.013 Vel = 0.51 H.13 0.0 0.862 Utr 2.0 9.000 12.264 to 150.0 0.0 2.000 0.0 H.14 0.93 0.0007 0.0 11.000 0.008 Vel = 0.51 H.14 0.0 0.862 0.0 1.000 12.272 to 150.0 0.0 0.0 0.0 T.39 0.93 0.0010 0.0 1.000 0.001 Vel = 0.51 T.39 0.95 0.862 Utr 2.0 5.000 12.273 to 150.0 0.0 2.000 0.0 T.40 1.88 0.0029 0.0 7.000 0.020 Vel = 1.03 T.40 0.32 0.862 2Utb 34.0 13.000 12.293 to 150.0 0.0 28.000 4.331 T.37 2.2 0.0038 0.0 41.000 0.154 Vel = 1.21 T.37 -0.57 0.862 Utr 2.0 2.000 16.778 to 150.0 0.0 2.000 0.0 H.12 1.63 0.0022 0.0 4.000 0.009 Vel = 0.90 H.12 0.0 0.862 Utb 17.0 5.000 16.787 to 150.0 Utr 2.0 16.000 0.0 T.33 1.63 0.0022 0.0 21.000 0.046 Vel = 0.90 0.0 1.63 16.833 K Factor= 0.40 T.35 0.96 0.862 2Utb 34.0 4.000 12.247 to 150.0 0.0 28.000 0.0 T.39 0.96 0.0008 0.0 32.000 0.026 Vel= 0.53 0.0 0.96 12.273 K Factor= 0.27 T.22 0.26 0.862 Utr 2.0 4.000 12.289 to 150.0 0.0 2.000 0.0 H.8 0.26 0.0002 0.0 6.000 0.001 Vel = 0.14 H.8 0.0 0.862 Utr 2.0 3.000 12.290 to 150.0 0.0 2.000 0.0 T.26 0.26 0.0 0.0 5.000 0.0 Vel = 0.14 T.26 0.06 0.862 Utr 2.0 1.000 12.290 to 150.0 0.0 2.000 0.0 T.31 0.32 0.0 0.0 3.000 0.0 Vel = 0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t Final Calculations - Hazen-Williams Uponor Page 8 ROSHAK AT RIVER TERRACE, E-8-One Head Calculation (H.16) Date 8/9/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.31 0.0 0.862 Utr 2.0 9.000 12.290 to 150.0 0.0 2.000 0.0 H.10 0.32 0.0002 0.0 11.000 0.002 Vel= 0.18 H.10 0.0 0.862 Utr 2.0 8.000 12.292 to 150.0 0.0 2.000 0.0 T.40 0.32 0.0001 0.0 10.000 0.001 Vel= 0.18 0.0 0.32 12.293 K Factor= 0.09 T.25 0.06 0.862 2Utb 34.0 2.000 12.290 to 150.0 0.0 28.000 0.0 T.26 0.06 0.0 0.0 30.000 0.0 Vel= 0.03 0.0 0.06 12.290 K Factor= 0.02 T.37 0.57 0.862 0.0 3.000 16.778 to 150.0 0.0 0.0 0.0 T.38 0.57 0.0003 0.0 3.000 0.001 Vel= 0.31 T.38 0.0 0.862 Utr 2.0 3.000 16.779 to 150.0 0.0 2.000 0.0 T.36 0.57 0.0004 0.0 5.000 0.002 Vel= 0.31 0.0 0.57 16.781 K Factor= 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A I here by certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certified at Level IV. RECEIVED AUG 2 9 2019 Brent D Kotula CITY OF TIGARD Date: 8/1 2/1 9 Rea. No. 113889 BUILDING DIVISION II AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE, E-8-Two Head Calculation (H.15 & H.11) Drawing : RESIDENTIAL Location : TIGARD OR Remote Area : 1 Contract : U190805-01 Data File : U190805-01 Roshak at River Terrace E-8.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 ROSHAK AT RIVER TERRACE, E-8 -Two Head Calculation (H.15 & H.11) Date 8/9/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE E-8 Date - 8-9-2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE 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 LF 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: A Date of Test - x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 55 Elev. R Residual (Psi) - 50 Other Flow (Gpm) - 300 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 r► Water Supply Curve C Uponor Page 2 ROSHAK AT RIVER TERRACE, E-8 -Two Head Calculation (H.15& H.11) Date 8/9/2019 City Water Supply: Demand: Cl - Static Pressure : 55 D1 - Elevation : 12.127 C2- Residual Pressure: 50 D2-System Flow : 26.072 C2- Residual Flow : 300 D2 -System Pressure : 43.303 Hose ( Demand ) D3- System Demand : 26.072 Safety Margin : 11.643 150 , 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 o Cl C2 E 50 D2 40 30 20 10 D 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 Page 3 ROSHAK AT RIVER TERRACE, E-8-Two Head Calculation (H.15& H.11) Date 8/9/2019 Fitting Legend Abbrev. Name E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0 Flow Summary - NFPA 2007 Uponor Page 4 ROSHAK AT RIVER TERRACE, E-8 -Two Head Calculation (H.15 & H.11) Date 8/9/2019 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 Page 5 ROSHAK AT RIVER TERRACE, E-8 -Two Head Calculation (H.15 & H.11) Date 8/9/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.15 8.20 0.862 0.0 10.000 7.040 K Factor=4.90 to 150.0 0.0 0.0 0.0 H.16 8.2 0.0430 0.0 10.000 0.430 Vel= 4.51 H.16 0.0 0.862 Utr 2.0 20.000 7.470 to 150.0 0.0 2.000 0.0 T.32 8.2 0.0430 0.0 22.000 0.946 Vel = 4.51 T.32 -2.47 0.862 Utb 17.0 23.000 8.416 to 150.0 0.0 14.000 4.331 T.25 5.73 0.0222 0.0 37.000 0.822 Vel= 3.15 T.25 0.98 0.862 Utr 2.0 16.000 13.569 to 150.0 Utb 17.0 16.000 4.331 T.24 6.71 0.0297 0.0 32.000 0.950 Vel= 3.69 T.24 10.42 1.054 Utr 4.0 6.000 18.850 to 150.0 0.0 4.000 0.0 T.19 17.13 0.0632 0.0 10.000 0.632 Vel = 6.30 T.19 8.94 1.054 Utr 4.0 15.000 19.482 to 150.0 T 2.44 6.440 1.732 S.1 -- 26.07 0.1375 0.0 21.440 2.947 Vel = 9.59 S.1 0.0 1.244 2E 3.443 100.000 24.161 to 150.0 0.0 3.443 4.732 ** Fixed Loss = 3 MTR 26.07 0.0613 0.0 103.443 6.342 Vel = 6.88 MTR 0.0 0.995 E 2.336 35.000 35.235 to 150.0 T 5.841 9.345 0.0 STR 26.07 0.1819 G 1.168 44.345 8.068 Vel = 10.76 0.0 26.07 43.303 K Factor= 3.96 H.15 4.81 0.862 Utr 2.0 6.000 7.040 to 150.0 0.0 2.000 0.0 T.34 4.81 0.0160 0.0 8.000 0.128 Vel = 2.64 T.34 4.33 0.862 Utr 2.0 17.000 7.168 to 150.0 Utb 17.0 16.000 4.331 T.35 9.14 0.0526 0.0 33.000 1.735 Vel= 5.02 T.35 -2.96 0.862 Utb 17.0 18.796 13.234 to 150.0 0.0 14.000 4.331 T.36 6.18 0.0255 0.0 32.796 0.836 Vel = 3.40 T.36 0.91 0.862 Utr 2.0 4.000 18.401 to 150.0 0.0 2.000 0.0 T.33 7.09 0.0328 0.0 6.000 0.197 Vel= 3.90 T.33 3.33 1.054 0.0 10.000 18.598 to 150.0 0.0 0.0 0.0 T.24 10.42 0.0252 0.0 10.000 0.252 Vel = 3.83 0.0 10.42 18.850 K Factor= 2.40 T.34 -4.33 0.862 Utr 2.0 2.000 7.168 to 150.0 0.0 2.000 0.0 H.11 -4.33 -0.0132 0.0 4.000 -0.053 _ Vel = 2.38 H.11 13.07 0.862 Utr 2.0 6.000 7.115 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.9 8.74 0.0485 0.0 8.000 0.388 Vel = 4.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 ROSHAK AT RIVER TERRACE, E-8-Two Head Calculation (H.15 & H.11) Date 8/9/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.9 0.0 0.862 Utr 2.0 9.000 7.503 to 150.0 0.0 2.000 0.0 H.6 8.74 0.0485 0.0 11.000 0.533 Vel= 4.80 H.6 0.0 0.862 Utr 2.0 6.000 8.036 to 150.0 0.0 2.000 0.0 T.23 8.74 0.0485 0.0 8.000 0.388 Vel = 4.80 T.23 -1.82 0.862 Utb 17.0 14.000 8.424 to 150.0 0.0 14.000 4.331 T.21 6.92 0.0315 0.0 28.000 0.881 Vel= 3.80 T.21 2.02 0.862 Utr 2.0 14.000 13.636 to 150.0 Utb 17.0 16.000 4.331 T.19 8.94 0.0505 0.0 30.000 1.515 Vel = 4.91 0.0 8.94 19.482 K Factor= 2.03 T.32 2.46 0.862 Utr 2.0 2.000 8.416 to 150.0 0.0 2.000 0.0 T.27 2.46 0.0048 0.0 4.000 0.019 Vel= 1.35 T.27 0.0 0.862 Utr 2.0 4.000 8.435 to 150.0 0.0 2.000 0.0 H.5 2.46 0.0047 0.0 6.000 0.028 Vel = 1.35 H.5 0.0 0.862 Utr 2.0 4.000 8.463 to 150.0 0.0 2.000 0.0 T.20 2.46 0.0047 0.0 6.000 0.028 Vel = 1.35 T.20 0.0 0.862 Utr 2.0 2.000 8.491 to 150.0 0.0 2.000 0.0 T.17 2.46 0.0045 0.0 4.000 0.018 Vel = 1.35 T.17 1.82 0.862 2Utb 34.0 12.000 8.509 to 150.0 0.0 28.000 4.331 T.18 4.28 0.0130 0.0 40.000 0.518 Vel = 2.35 T.18 -1.54 0.862 Utr 2.0 7.000 13.358 to 150.0 0.0 2.000 0.0 H.2 2.74 0.0057 0.0 9.000 0.051 Vel = 1.51 H.2 0.0 0.862 Utr 2.0 9.000 13.409 to 150.0 0.0 2.000 0.0 H.3 2.74 0.0056 0.0 11.000 0.062 Vel= 1.51 H.3 0.0 0.862 Utr 2.0 10.000 13.471 to 150.0 0.0 2.000 0.0 T.22 2.74 0.0057 0.0 12.000 0.068 Vel = 1.51 T.22 -0.72 0.862 2Utb 34.0 2.000 13.539 to 150.0 0.0 28.000 0.0 T.21 2.02 0.0032 0.0 30.000 0.097 Vel = 1.11 0.0 2.02 13.636 K Factor= 0.55 T.23 1.82 0.862 Utr 2.0 2.000 8.424 to 150.0 0.0 2.000 0.0 H.4 1.82 0.0028 0.0 4.000 0.011 Vel = 1.00 H.4 0.0 0.862 Utr 2.0 11.000 8.435 to 150.0 0.0 2.000 0.0 H.1 1.82 0.0026 0.0 13.000 0.034 Vel = 1.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 ROSHAK AT RIVER TERRACE, E-8 -Two Head Calculation (H.15 & H.11) Date 8/9/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.1 0.0 0.862 Utr 2.0 13.000 8.469 to 150.0 0.0 2.000 0.0 T.17 1.82 0.0027 0.0 15.000 0.040 Vel = 1.00 0.0 1.82 8.509 K Factor= 0.62 T.35 2.96 0.862 2Utb 34.0 4.000 13.234 to 150.0 0.0 28.000 0.0 T.39 2.96 0.0065 0.0 32.000 0.209 Vel= 1.63 T.39 1.54 0.862 Utr 2.0 5.000 13.443 to 150.0 0.0 2.000 0.0 T.40 4.5 0.0141 0.0 7.000 0.099 Vel = 2.47 T.40 -0.26 0.862 2Utb 34.0 13.000 13.542 to 150.0 0.0 28.000 4.331 T.37 4.24 0.0127 0.0 41.000 0.522 Vel = 2.33 T.37 -0.91 0.862 Utr 2.0 2.000 18.395 to 150.0 0.0 2.000 0.0 H.12 3.33 0.0082 0.0 4.000 0.033 Vel= 1.83 H.12 0.0 0.862 Utb 17.0 5.000 18.428 to 150.0 Utr 2.0 16.000 0.0 T.33 3.33 0.0081 0.0 21.000 0.170 Vel= 1.83 0.0 3.33 18.598 K Factor= 0.77 T.18 1.55 0.862 Utr 2.0 8.000 13.358 to 150.0 0.0 2.000 0.0 H.7 1.55 0.0020 0.0 10.000 0.020 Vel= 0.85 H.7 0.0 0.862 Utr 2.0 3.000 13.378 to 150.0 0.0 2.000 0.0 T.29 1.55 0.0020 0.0 5.000 0.010 Vel = 0.85 T.29 0.0 0.862 Utr 2.0 14.000 13.388 to 150.0 0.0 2.000 0.0 H.13 1.55 0.0019 0.0 16.000 0.031 Vel = 0.85 H.13 0.0 0.862 Utr 2.0 9.000 13.419 to 150.0 0.0 2.000 0.0 H.14 1.55 0.0020 0.0 11.000 0.022 Vel = 0.85 H.14 0.0 0.862 0.0 1.000 13.441 to 150.0 0.0 0.0 0.0 T.39 1.55 0.0020 0.0 1.000 0.002 Vel= 0.85 0.0 1.55 13.443 K Factor= 0.42 T.22 0.71 0.862 Utr 2.0 4.000 13.539 to 150.0 0.0 2.000 0.0 H.8 0.71 0.0005 0.0 6.000 0.003 Vel = 0.39 H.8 0.0 0.862 Utr 2.0 3.000 13.542 to 150.0 0.0 2.000 0.0 T.26 0.71 0.0004 0.0 5.000 0.002 Vel= 0.39 T.26 0.27 0.862 2Utb 34.0 2.000 13.544 to 150.0 0.0 28.000 0.0 T.25 0.98 0.0008 0.0 30.000 0.025 Vel = 0.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 ROSHAK AT RIVER TERRACE, E-8-Two Head Calculation (H.15 & H.11) Date 8/9/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.98 13.569 K Factor= 0.27 T.40 0.26 0.862 Utr 2.0 8.000 13.542 to 150.0 0.0 2.000 0.0 H.10 0.26 0.0001 0.0 10.000 0.001 Vel= 0.14 H.10 0.0 0.862 Utr 2.0 9.000 13.543 to 150.0 0.0 2.000 0.0 T.31 0.26 0.0001 0.0 11.000 0.001 Vel = 0.14 T.31 0.0 0.862 Utr 2.0 1.000 13.544 to 150.0 0.0 2.000 0.0 T.26 0.26 0.0 0.0 3.000 0.0 Vel= 0.14 0.0 0.26 13.544 K Factor= 0.07 T.37 0.91 0.862 0.0 3.000 18.395 to 150.0 0.0 0.0 0.0 T.38 0.91 0.0007 0.0 3.000 0.002 Vel= 0.50 T.38 0.0 0.862 Utr 2.0 3.000 18.397 to 150.0 0.0 2.000 0.0 T.36 0.91 0.0008 0.0 5.000 0.004 Vel = 0.50 0.0 0.91 18.401 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087