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Report (78)
tits 7-1-0 -UV/26 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. Brent D Kotula Date: Req. No. 113889 E m7- JUL 5 2017 F y Z I 'r AquaSAFETM FIRE SAFETY SYSTEM OFFICE COP Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : NW RIVER TERRACE- One Head Calculation (H.4) Drawing : RESIDENTIAL Location : BUILDINGS 3&4 UNIT K-7 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 032 Data File : 19816F 032 NW River Terr Bldgs 3&4, Unit K-7.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 UPage 1 NW ponor RIVER TERRACE -One Head Calculation (H.4) Date 6/22/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - NW RIVER TERRACE Date - 6/20/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 032 Calculated By - PATRICK BROWN Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9 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 - 11 Gpm System Type Listed Pres. at Start Point - 8.8 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLFIT I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 175 N Calculation Gpm Required 11 Psi Required 28.44 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) - 45 Elev. R Residual (Psi) - 40 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 NW RIVER TERRACE-One Head Calculation (H.4) Page 2 Date 6/22/2017 City Water Supply: Demand: Cl - Static Pressure : 45 C2- Residual Pressure: 40 D1 - Elevation : 12.127 C2 - Residual Flow : 300 D2 -System Flow : 10.976 D2 -System Pressure : 28.440 Hose ( Demand ) D3-System Demand : 10.976 Safety Margin : 16.550 150 140 130 p 120 R 110 E 100 • S 90 S 80 U 70 R 60 E 50 Cl 40 C2 --a- 30 @ D2 20 10 ° D1 - 50 100 150 200 250 300 350 400 450 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 3 Uponor Date 6/22/2017 NW RIVER TERRACE -One Head Calculation (H.4) Fitting Legend , 24 Abbrev. Name '/2 3/4 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 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 NW RIVER TERRACE-One Head Calculation (H.4) Date 6/22/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 45.0 40 300.0 44.989 10.98 28.44 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 128.0 3.7 8.8 10.98 T.22 128.0 9.34 T.32 118.0 13.83 T.40 108.0 18.35 T.39 108.0 18.37 T.38 108.0 18.42 T.37 108.0 18.6 S.1 104.0 20.8 MTR 100.0 26.81 STR 100.0 28.44 T.19 128.0 8.95 T.18 128.0 9.34 T.29 118.0 13.82 H.1 128.0 9.39 H.2 128.0 9.43 H.3 128.0 9.46 T.17 128.0 9.47 T.24 118.0 13.9 H.7 128.0 9.37 H.8 128.0 9.39 H.6 128.0 9.43 H.5 128.0 9.45 T.21 128.0 9.46 T.31 118.0 13.83 T.30 118.0 13.83 T.27 118.0 13.83 H.11 118.0 13.84 T.23 118.0 13.84 T.28 118.0 13.83 H.12 118.0 13.83 T.26 118.0 13.83 H.10 118.0 13.84 H.9 118.0 13.84 H.14 118.0 13.83 T.36 118.0 13.83 H.15 118.0 13.83 T.35 118.0 13.83 T.33 118.0 13.83 H.13 118.0 13.83 T.41 108.0 18.36 H.16 108.0 18.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5 NW RIVER TERRACE-One Head Calculation (H.4) Date 6/22/2017 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 5.33 0.862 Utb 17.0 14.000 8.800 K Factor= 3.70 to 150.0 0.0 14.000 0.0 T.22 5.33 0.0194 0.0 28.000 0.543 Vel = 2.93 T.22 -1.78 0.862 Utr 2.0 15.212 9.343 to 150.0 0.0 2.000 4.331 T.32 3.55 0.0092 0.0 17.212 0.158 Vel = 1.95 T.32 0.27 0.862 Utr 2.0 16.000 13.832 to 150.0 0.0 2.000 4.331 T.40 3.82 0.0104 0.0 18.000 0.188 Vel = 2.10 T.40 -0.30 0.862 0.0 2.000 18.351 to 150.0 0.0 0.0 0.0 T.39 3.52 0.0090 0.0 2.000 0.018 Vel = 1.94 T.39 0.30 0.862 Utr 2.0 3.000 18.369 to 150.0 0.0 2.000 0.0 T.38 3.82 0.0104 0.0 5.000 0.052 Vel = 2.10 T.38 2.98 1.054 0.0 16.000 18.421 to 150.0 0.0 0.0 0.0 T.37 6.8 0.0114 0.0 16.000 0.183 Vel = 2.50 T.37 4.18 1.054 Utr 4.0 10.260 18.604 to 150.0 T 2.44 6.440 1.732 S.1 10.98 0.0277 0.0 16.700 0.463 Vel = 4.04 S.1 0.0 1.244 2E 3.443 100.000 20.799 to 150.0 0.0 3.443 4.732 ** Fixed Loss = 3 MTR 10.98 0.0124 0.0 103.443 1.281 Vel = 2.90 MTR 0.0 0.995 E 2.336 35.000 26.812 to 150.0 T 5.841 9.345 0.0 STR 10.98 0.0367 G 1.168 44.345 1.628 Vel = 4.53 0.0 10.98 28.440 K Factor= 2.06 H.4 5.65 0.862 Utr 2.0 5.000 8.800 to 150.0 0.0 2.000 0.0 T.19 5.65 0.0216 0.0 7.000 0.151 Vel = 3.11 T.19 0.0 0.862 Utr 2.0 2.000 8.951 to 150.0 Utb 17.0 16.000 0.0 T.18 5.65 0.0216 0.0 18.000 0.389 Vel = 3.11 T.18 -2.08 0.862 Utr 2.0 14.000 9.340 to 150.0 0.0 2.000 4.331 T.29 3.57 0.0092 0.0 16.000 0.148 Vel = 1.96 T.29 -0.59 0.862 Utb 17.0 27.000 13.819 to 150.0 0.0 14.000 4.331 T.38 2.98 0.0066 0.0 41.000 0.271 Vel = 1.64 0.0 2.98 18.421 K Factor= 0.69 T.18 2.08 0.862 Utr 2.0 12.000 9.340 to 150.0 0.0 2.000 0.0 H.1 2.08 0.0034 0.0 14.000 0.048 Vel = 1.14 H.1 0.0 0.862 Utr 2.0 9.000 9.388 to 150.0 0.0 2.000 0.0 H.2 2.08 0.0034 0.0 11.000 0.037 Vel = 1.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 NW RIVER TERRACE -One Head Calculation (H.4) Date 6/22/2017 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.2 0.0 0.862 Utr 2.0 9.000 9.425 to 150.0 0.0 2.000 0.0 H.3 2.08 0.0034 0.0 11.000 0.037 Vel = 1.14 H.3 0.0 0.862 Utr 2.0 1.000 9.462 to 150.0 0.0 2.000 0.0 T.17 2.08 0.0037 0.0 3.000 0.011 Vel = 1.14 T.17 0.57 0.862 Utr 2.0 16.407 9.473 to 150.0 0.0 2.000 4.331 T.24 2.65 0.0053 0.0 18.407 0.098 Vel = 1.46 T.24 1.53 0.862 Utb 17.0 16.000 13.902 to 150.0 0.0 14.000 4.331 T.37 4.18 0.0124 0.0 30.000 0.371 Vel = 2.30 0.0 4.18 18.604 K Factor= 0.97 T.22 1.78 0.862 Utr 2.0 7.000 9.343 to 150.0 0.0 2.000 0.0 H.7 1.78 0.0026 0.0 9.000 0.023 Vel = 0.98 H.7 0.0 0.862 0.0 10.000 9.366 to 150.0 0.0 0.0 0.0 H.8 1.78 0.0025 0.0 10.000 0.025 Vel = 0.98 H.8 0.0 0.862 Utr 2.0 14.000 9.391 to 150.0 0.0 2.000 0.0 H.6 1.78 0.0026 0.0 16.000 0.041 Vel = 0.98 H.6 0.0 0.862 Utr 2.0 4.000 9.432 to 150.0 0.0 2.000 0.0 H.5 1.78 0.0025 0.0 6.000 0.015 Vel = 0.98 H.5 0.0 0.862 Utr 2.0 3.000 9.447 to 150.0 0.0 2.000 0.0 T.21 1.78 0.0026 0.0 5.000 0.013 Vel = 0.98 T.21 -0.57 0.862 Utb 17.0 14.407 9.460 to 150.0 0.0 14.000 4.331 T.31 1.21 0.0012 0.0 28.407 0.035 Vel = 0.67 T.31 -0.27 0.862 Utr 2.0 4.000 13.826 to 150.0 0.0 2.000 0.0 T.30 0.94 0.0008 0.0 6.000 0.005 Vel = 0.52 T.30 -0.10 0.862 Utr 2.0 1.000 13.831 to 150.0 0.0 2.000 0.0 T.27 0.84 0.0007 0.0 3.000 0.002 Vel = 0.46 T.27 0.10 0.862 Utr 2.0 2.000 13.833 to 150.0 0.0 2.000 0.0 H.11 0.94 0.0008 0.0 4.000 0.003 Vel = 0.52 H.11 0.0 0.862 Utr 2.0 8.000 13.836 to 150.0 0.0 2.000 0.0 T.23 0.94 0.0008 0.0 10.000 0.008 Vel = 0.52 T.23 0.59 0.862 2Utb 34.0 2.000 13.844 to 150.0 0.0 28.000 0.0 T.24 1.53 0.0019 0.0 30.000 0.058 Vel = 0.84 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 NW RIVER TERRACE -One Head Calculation (H.4) Date 6/22/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt ****** Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1.53 13.902 K Factor= 0.41 T.21 0.57 0.862 2Utb 34.0 13.000 9.460 to 150.0 0.0 28.000 0.0 T.17 0.57 0.0003 0.0 41.000 0.013 Vel = 0.31 0.0 0.57 9.473 K Factor= 0.19 T.29 0.59 0.862 2Utb 34.0 3.353 13.819 to 150.0 0.0 28.000 0.0 T.28 0.59 0.0003 0.0 31.353 0.010 Vel = 0.32 T.28 0.0 0.862 Utr 2.0 3.000 13.829 to 150.0 0.0 2.000 0.0 H.12 0.59 0.0004 0.0 5.000 0.002 Vel = 0.32 H.12 0.0 0.862 Utr 2.0 3.000 13.831 to 150.0 0.0 2.000 0.0 T.26 0.59 0.0002 0.0 5.000 0.001 Vel = 0.32 T.26 0.0 0.862 Utr 2.0 12.000 13.832 to 150.0 0.0 2.000 0.0 H.10 0.59 0.0004 0.0 14.000 0.005 Vel = 0.32 H.10 0.0 0.862 Utr 2.0 9.000 13.837 to 150.0 0.0 2.000 0.0 H.9 0.59 0.0004 0.0 11.000 0.004 Vel = 0.32 H.9 0.0 0.862 Utr 2.0 8.000 13.841 to 150.0 0.0 2.000 0.0 T.23 0.59 0.0003 0.0 10.000 0.003 Vel = 0.32 0.0 0.59 13.844 K Factor= 0.16 T.31 0.26 0.862 Utr 2.0 11.000 13.826 to 150.0 0.0 2.000 0.0 H.14 0.26 0.0001 0.0 13.000 0.001 Vel = 0.14 H.14 0.0 0.862 0.0 9.000 13.827 to 150.0 0.0 0.0 0.0 T.36 0.26 0.0001 0.0 9.000 0.001 Vel = 0.14 T.36 0.0 0.862 Utr 2.0 3.000 13.828 to 150.0 0.0 2.000 0.0 H.15 0.26 0.0 0.0 5.000 0.0 Vel = 0.14 H.15 0.0 0.862 Utr 2.0 6.000 13.828 to 150.0 0.0 2.000 0.0 T.35 0.26 0.0001 0.0 8.000 0.001 Vel = 0.14 T.35 0.0 0.862 Utr 2.0 3.000 13.829 to 150.0 0.0 2.000 0.0 T.33 0.26 0.0 0.0 5.000 0.0 Vel = 0.14 T.33 0.0 0.862 2Utb 34.0 4.174 13.829 to 150.0 0.0 28.000 0.0 T.32 0.26 0.0001 0.0 32.174 0.003 Vel = 0.14 0.0 0.26 13.832 K Factor= 0.07 T.28 0.0 0.862 Utr 2.0 6.000 13.829 to 150.0 0.0 2.000 0.0 T.33 0.0 0.0 0.0 8.000 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 NW RIVER TERRACE - One Head Calculation (H.4) Date 6/22/2017 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 0.0 13.829 K Factor= 0 T.30 0.10 0.671 Utb 17.0 4.000 13.831 to 150.0 0.0 17.000 0.0 H.13 0.1 0.0 0.0 21.000 0.001 Vel = 0.09 H.13 0.0 0.671 Utb 17.0 5.000 13.832 to 150.0 Utr 2.0 19.000 0.0 T.27 0.1 0.0 0.0 24.000 0.001 Vel = 0.09 0.0 0.10 13.833 K Factor= 0.03 T.40 0.30 0.671 Utr 2.0 2.000 18.351 to 150.0 Utb 17.0 19.000 0.0 T.41 0.3 0.0003 0.0 21.000 0.006 Vel = 0.27 T.41 0.0 0.671 0.0 9.000 18.357 to 150.0 0.0 0.0 0.0 H.16 0.3 0.0003 0.0 9.000 0.003 Vel = 0.27 H.16 0.0 0.671 Utb 17.0 9.000 18.360 to 150.0 Utr 2.0 19.000 0.0 T.39 0.3 0.0003 0.0 28.000 0.009 Vel = 0.27 0.0 0.30 18.369 K Factor= 0.07 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 direct supervision and that I am NICET Certified at Level IV. Brent D Kotula Date: gNni1;889 JUL 5 2017 OF .. 1 I AquaSAFETM FIRE SAFETY SYSTEM OFF:CE COP' Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : NW RIVER TERRACE-Two Head Calculation (H.8 & H.7) Drawing : RESIDENTIAL Location : BUILDINGS 3 &4 UNIT K-7 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 032 Data File : 19816F 032 NW River Terr Bldgs 3&4, Unit K-7.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 NW RIVER TERRACE-Two Head Calculation (H.8& H.7) Date 6/22/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - NW RIVER TERRACE Date - 6/20/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 032 Calculated By - PATRICK BROWN Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9 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 - 10 Gpm System Type Listed Pres. at Start Point - 7.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLF37 I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 162 N Calculation Gpm Required 20.0165 Psi Required 35.59 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) - 45 Elev. R Residual (Psi) - 40 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 NW RIVER TERRACE -Two Head Calculation (H.8 & H.7) Page 2 Date 6/22/2017 City Water Supply: Demand: Cl - Static Pressure : 45 D1 - Elevation : 12.127 C2- Residual Pressure: 40 D2 - System Flow : 20.016 C2 Residual Flow : 300 D2-System Pressure : 35.586 Hose ( Demand ) D3- System Demand : 20.016 Safety Margin : 9.381 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R60 E 50 : Cl 40 D2 C2 30 r 20 - 10 o 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 Page 3 Uponor Date 6/22/2017 NW RIVER TERRACE-Two Head Calculation (H.8 & H.7) Fitting Legend Abbrev. Name '/2 % 1 11/4 1% 2 2% 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 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 NW RIVER TERRACE -Two Head Calculation (H.8& H.7) Date 6/22/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 45.0 40 300.0 44.967 20.02 35.586 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 128.0 3.7 7.3 10.0 H.6 128.0 7.95 H.5 128.0 8.19 T.21 128.0 8.4 T.17 128.0 8.81 T.24 118.0 13.41 T.37 108.0 18.88 S.1 104.0 22.02 MTR 100.0 30.64 STR 100.0 35.59 H.7 128.0 3.7 7.33 10.02 T.22 128.0 8.13 T.32 118.0 13.14 T.40 108.0 18.09 T.39 108.0 18.15 T.38 108.0 18.32 H.4 128.0 8.48 T.19 128.0 8.56 T.18 128.0 8.79 T.29 118.0 13.26 T.31 118.0 13.08 T.30 118.0 13.11 T.27 118.0 13.12 H.11 118.0 13.14 T.23 118.0 13.2 H.14 118.0 13.1 T.36 118.0 13.12 H.15 118.0 13.13 T.35 118.0 13.15 T.33 118.0 13.16 T.28 118.0 13.18 H.13 118.0 13.12 H.1 128.0 8.8 H.2 128.0 8.8 H.3 128.0 8.81 H.12 118.0 13.19 T.26 118.0 13.19 H.10 118.0 13.19 H.9 118.0 13.19 1.41 108.0 18.11 H.16 108.0 18.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5 NW RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 6/22/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt ******* Notes ****** Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.8 7.94 0.862 Utr 2.0 14.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 H.6 7.94 0.0406 0.0 16.000 0.649 Vel = 4.37 H.6 0.0 0.862 Utr 2.0 4.000 7.949 to 150.0 0.0 2.000 0.0 H.5 7.94 0.0405 0.0 6.000 0.243 Vel = 4.37 H.5 0.0 0.862 Utr 2.0 3.000 8.192 to 150.0 0.0 2.000 0.0 T.21 7.94 0.0406 0.0 5.000 0.203 Vel = 4.37 T.21 -4.18 0.862 2Utb 34.0 13.000 8.395 to 150.0 0.0 28.000 0.0 T.17 3.76 0.0102 0.0 41.000 0.417 Vel = 2.07 T.17 0.79 0.862 Utr 2.0 16.407 8.812 to 150.0 0.0 2.000 4.331 T.24 4.55 0.0145 0.0 18.407 0.267 Vel = 2.50 T.24 3.10 0.862 Utb 17.0 16.000 13.410 to 150.0 0.0 14.000 4.331 T.37 7.65 0.0379 0.0 30.000 1.136 Vel = 4.21 T.37 12.37 1.054 Utr 4.0 10.260 18.877 to 150.0 T 2.44 6.440 1.732 S.1 20.02 0.0843 0.0 16.700 1.408 Vel = 7.36 S.1 0.0 1.244 2E 3.443 100.000 22.017 ** Fixed Loss = 3 to 150.0 0.0 3.443 4.732 MTR 20.02 0.0376 0.0 103.443 3.890 Vel = 5.28 MTR 0.0 0.995 E 2.336 35.000 30.639 to 150.0 T 5.841 9.345 0.0 STR 20.02 0.1116 G 1.168 44.345 4.947 Vel = 8.26 0.0 20.02 35.586 K Factor= 3.36 H.8 2.06 0.862 0.0 10.000 7.300 to 150.0 0.0 0.0 0.0 H.7 2.06 0.0033 0.0 10.000 0.033 Vel = 1.13 H.7 10.02 0.862 Utr 2.0 7.000 7.333 K Factor= 3.70 to 150.0 0.0 2.000 0.0 T.22 12.08 0.0881 0.0 9.000 0.793 Vel = 6.64 T.22 -4.21 0.862 Utr 2.0 15.212 8.126 to 150.0 0.0 2.000 4.331 T.32 7.87 0.0399 0.0 17.212 0.687 Vel = 4.33 T.32 -0.61 0.862 Utr 2.0 16.000 13.144 to 150.0 0.0 2.000 4.331 T.40 7.26 0.0343 0.0 18.000 0.618 Vel = 3.99 T.40 -0.57 0.862 0.0 2.000 18.093 to 150.0 0.0 0.0 0.0 T.39 6.69 0.0295 0.0 2.000 0.059 Vel = 3.68 T.39 0.57 0.862 Utr 2.0 3.000 18.152 to 150.0 0.0 2.000 0.0 T.38 7.26 0.0344 0.0 5.000 0.172 Vel = 3.99 T.38 5.10 1.054 0.0 16.000 18.324 to 150.0 0.0 0.0 0.0 T.37 12.36 0.0346 0.0 16.000 0.553 Vel = 4.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 NW RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 6/22/2017 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 12.36 18.877 K Factor= 2.84 T.22 4.21 0.862 Utb 17.0 14.000 8.126 to 150.0 0.0 14.000 0.0 H.4 4.21 0.0125 0.0 28.000 0.351 Vel = 2.31 H.4 0.0 0.862 Utr 2.0 5.000 8.477 to 150.0 0.0 2.000 0.0 T.19 4.21 0.0126 0.0 7.000 0.088 Vel = 2.31 T.19 0.0 0.862 Utr 2.0 2.000 8.565 to 150.0 Utb 17.0 16.000 0.0 T.18 4.21 0.0125 0.0 18.000 0.225 Vel = 2.31 T.18 -0.79 0.862 Utr 2.0 14.000 8.790 to 150.0 0.0 2.000 4.331 T.29 3.42 0.0086 0.0 16.000 0.137 Vel = 1.88 T.29 1.69 0.862 Utb 17.0 27.000 13.258 to 150.0 0.0 14.000 4.331 T.38 5.11 0.0179 0.0 41.000 0.735 Vel = 2.81 0.0 5.11 18.324 K Factor= 1.19 T.21 4.18 0.862 Utb 17.0 14.407 8.395 to 150.0 0.0 14.000 4.331 T.31 4.18 0.0124 0.0 28.407 0.351 Vel = 2.30 T.31 -1.55 0.862 Utr 2.0 4.000 13.077 to 150.0 0.0 2.000 0.0 T.30 2.63 0.0053 0.0 6.000 0.032 Vel = 1.45 T.30 -0.28 0.862 Utr 2.0 1.000 13.109 to 150.0 0.0 2.000 0.0 T.27 2.35 0.0043 0.0 3.000 0.013 Vel = 1.29 T.27 0.28 0.862 Utr 2.0 2.000 13.122 to 150.0 0.0 2.000 0.0 H.11 2.63 0.0052 0.0 4.000 0.021 Vel = 1.45 H.11 0.0 0.862 Utr 2.0 8.000 13.143 to 150.0 0.0 2.000 0.0 T.23 2.63 0.0052 0.0 10.000 0.052 Vel = 1.45 T.23 0.47 0.862 2Utb 34.0 2.000 13.195 to 150.0 0.0 28.000 0.0 T.24 3.1 0.0072 0.0 30.000 0.215 Vel = 1.70 0.0 3.10 13.410 K Factor= 0.85 T.31 1.55 0.862 Utr 2.0 11.000 13.077 to 150.0 0.0 2.000 0.0 H.14 1.55 0.0020 0.0 13.000 0.026 Vel = 0.85 H.14 0.0 0.862 0.0 9.000 13.103 to 150.0 0.0 0.0 0.0 T.36 1.55 0.0019 0.0 9.000 0.017 Vel = 0.85 T.36 0.0 0.862 Utr 2.0 3.000 13.120 to 150.0 0.0 2.000 0.0 H.15 1.55 0.0020 0.0 5.000 0.010 Vel = 0.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams , Uponor Page 7 NW RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 6/22/2017 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 0.0 0.862 Utr 2.0 6.000 13.130 to 150.0 0.0 2.000 0.0 T.35 1.55 0.0020 0.0 8.000 0.016 Vel = 0.85 T.35 0.0 0.862 Utr 2.0 3.000 13.146 to 150.0 0.0 2.000 0.0 T.33 1.55 0.0020 0.0 5.000 0.010 Vel = 0.85 T.33 0.61 0.862 Utr 2.0 6.000 13.156 to 150.0 0.0 2.000 0.0 T.28 2.16 0.0036 0.0 8.000 0.029 Vel = 1.19 T.28 -0.47 0.862 2Utb 34.0 3.353 13.185 to 150.0 0.0 28.000 0.0 T.29 1.69 0.0023 0.0 31.353 0.073 Vel = 0.93 0.0 1.69 13.258 K Factor= 0.46 T.30 0.28 0.671 Utb 17.0 4.000 13.109 to 150.0 0.0 17.000 0.0 H.13 0.28 0.0003 0.0 21.000 0.006 Vel = 0.25 H.13 0.0 0.671 Utb 17.0 5.000 13.115 to 150.0 Utr 2.0 19.000 0.0 T.27 0.28 0.0003 0.0 24.000 0.007 Vel = 0.25 0.0 0.28 13.122 K Factor= 0.08 T.18 0.79 0.862 Utr 2.0 12.000 8.790 to 150.0 0.0 2.000 0.0 H.1 0.79 0.0006 0.0 14.000 0.008 Vel = 0.43 H.1 0.0 0.862 Utr 2.0 9.000 8.798 to 150.0 0.0 2.000 0.0 H.2 0.79 0.0005 0.0 11.000 0.006 Vel = 0.43 H.2 0.0 0.862 Utr 2.0 9.000 8.804 to 150.0 0.0 2.000 0.0 H.3 0.79 0.0005 0.0 11.000 0.006 Vel = 0.43 H.3 0.0 0.862 Utr 2.0 1.000 8.810 to 150.0 0.0 2.000 0.0 T.17 0.79 0.0007 0.0 3.000 0.002 Vel = 0.43 0.0 0.79 8.812 K Factor= 0.27 T.32 0.62 0.862 2Utb 34.0 4.174 13.144 to 150.0 0.0 28.000 0.0 T.33 0.62 0.0004 0.0 32.174 0.012 Vel = 0.34 0.0 0.62 13.156 K Factor= 0.17 T.28 0.47 0.862 Utr 2.0 3.000 13.185 to 150.0 0.0 2.000 0.0 H.12 0.47 0.0002 0.0 5.000 0.001 Vel = 0.26 H.12 0.0 0.862 Utr 2.0 3.000 13.186 to 150.0 0.0 2.000 0.0 T.26 0.47 0.0002 0.0 5.000 0.001 Vel = 0.26 T.26 0.0 0.862 Utr 2.0 12.000 13.187 to 150.0 0.0 2.000 0.0 H.10 0.47 0.0002 0.0 14.000 0.003 Vel = 0.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 ' NW RIVER TERRACE -Two Head Calculation (H.8 & H.7) Date 6/22/2017 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.10 0.0 0.862 Utr 2.0 9.000 13.190 to 150.0 0.0 2.000 0.0 H.9 0.47 0.0003 0.0 11.000 0.003 Vel = 0.26 H.9 0.0 0.862 Utr 2.0 8.000 13.193 to 150.0 0.0 2.000 0.0 T.23 0.47 0.0002 0.0 10.000 0.002 Vel = 0.26 0.0 0.47 13.195 K Factor= 0.13 T.40 0.56 0.671 Utr 2.0 2.000 18.093 to 150.0 Utb 17.0 19.000 0.0 T.41 0.56 0.0010 0.0 21.000 0.022 Vel = 0.51 T.41 0.0 0.671 0.0 9.000 18.115 to 150.0 0.0 0.0 0.0 H.16 0.56 0.0010 0.0 9.000 0.009 Vel = 0.51 H.16 0.0 0.671 Utb 17.0 9.000 18.124 to 150.0 Utr 2.0 19.000 0.0 T.39 0.56 0.0010 0.0 28.000 0.028 Vel = 0.51 0.0 0.56 18.152 K Factor= 0.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087