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At Twp-Cx� )W 13'// L-l 5 ) 4i'c c " RECEIVED MAY 3 1 2017 CITY OF TIGARD BUILDING DIVISION I I I AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY 1 Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : NW RIVER TERRACE-One Head Calculation (H.9) Drawing : RESIDENTIAL Location : BUILDINGS 9 & 10 UNIT E-7 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 023 Data File : 19816F 023 NW River Terr Bldg 9& 10, Unit E-7.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 NW RIVER TERRACE-One Head Calculation (H.9) Date 5/10/2017 • HYDRAULIC DESIGN INFORMATION SHEET Name - NW RIVER TERRACE Date - 5/10/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 023 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 - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 37.36 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) - 52 Elev. R Residual (Psi) - 47 Other Flow (Gpm) - 300 S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydrated Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor Page 2 NW RIVER TERRACE - One Head Calculation (H.9) Date 5/10/2017 City Water Supply: Demand: Cl -Static Pressure : 52 D1 - Elevation : 12.127 C2- Residual Pressure: 47 D2 - System Flow : 16.974 C2 - Residual Flow : 300 D2 - System Pressure : 37.360 Hose ( Demand ) D3- System Demand : 16.974 Safety Margin : 14.615 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 _ Cl C2 E 50 _ 40 D2 30 20 10 o 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 Uponor Page 3 NW RIVER TERRACE -One Head Calculation (H.9) Date 5/10/2017 Fitting Legend Abbrev. Name ' ' 1 1' 1% 2 2% 3 3'/2 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 Final Calculations - Hazen-Williams Uponor Page 5 NW RIVER TERRACE - One Head Calculation (H.9) Date 5/10/2017 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.9 11.61 0.862 Utr 2.0 5.000 12.000 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.21 11.61 0.0819 0.0 7.000 0.573 Vel = 6.38 T.21 -5.57 0.862 2Utb 34.0 12.000 12.573 to 150.0 0.0 28.000 4.331 T.31 6.04 0.0244 0.0 40.000 0.977 Vel = 3.32 T.31 -2.80 0.862 Utr 2.0 7.000 17.881 to 150.0 0.0 2.000 0.0 T.29 3.24 0.0078 0.0 9.000 0.070 Vel = 1.78 T.29 -1.62 0.862 2Utb 34.0 6.000 17.951 to 150.0 0.0 28.000 0.0 T.28 1.62 0.0021 0.0 34.000 0.072 Vel = 0.89 T.28 0.86 0.862 Utr 2.0 1.000 18.023 to 150.0 0.0 2.000 0.0 T.30 2.48 0.0047 0.0 3.000 0.014 Vel = 1.36 T.30 0.0 0.862 Utr 2.0 2.000 18.037 to 150.0 0.0 2.000 0.0 H.14 2.48 0.0048 0.0 4.000 0.019 Vel = 1.36 H.14 0.0 0.862 Utr 2.0 6.000 18.056 to 150.0 0.0 2.000 0.0 T.32 2.48 0.0048 0.0 8.000 0.038 Vel = 1.36 T.32 2.80 0.862 Utr 2.0 13.000 18.094 to 150.0 0.0 2.000 4.331 T.37 5.28 0.0190 0.0 15.000 0.285 Vel = 2.90 T.37 0.0 0.862 0.0 1.000 22.710 to 150.0 0.0 0.0 0.0 H.16 5.28 0.0200 0.0 1.000 0.020 Vel = 2.90 H.16 0.0 0.862 Utr 2.0 4.000 22.730 to 150.0 0.0 2.000 0.0 T.36 5.28 0.0190 0.0 6.000 0.114 Vel = 2.90 T.36 0.0 0.862 Utr 2.0 11.000 22.844 to 150.0 0.0 2.000 0.0 T.34 5.28 0.0191 0.0 13.000 0.248 Vel = 2.90 T.34 5.25 1.054 0.0 5.640 23.092 to 150.0 0.0 0.0 0.0 T.33 10.53 0.0255 0.0 5.640 0.144 Vel = 3.87 T.33 6.44 1.054 Utr 4.0 12.000 23.236 to 150.0 T 2.44 6.440 1.732 S.1 16.97 0.0621 0.0 18.440 1.146 Vel = 6.24 S.1 0.0 1.244 2E 3.443 100.000 26.114 to 150.0 0.0 3.443 4.732 ** Fixed Loss = 3 MTR 16.97 0.0277 0.0 103.443 2.868 Vel = 4.48 MTR 0.0 0.995 E 2.336 35.000 33.714 to 150.0 T 5.841 9.345 0.0 STR 16.97 0.0822 G 1.168 44.345 3.646 Vel = 7.00 0.0 16.97 37.360 K Factor= 2.78 H.9 5.37 0.862 0.0 14.000 12.000 to 150.0 0.0 0.0 4.331 H.10 5.37 0.0196 0.0 14.000 0.275 Vel = 2.95 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.9) Date 5/10/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 52.0 47 300.0 51.975 16.97 37.36 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 128.0 4.9 12.0 16.97 T.21 128.0 12.57 T.31 118.0 17.88 T.29 118.0 17.95 T.28 118.0 18.02 T.30 118.0 18.04 H.14 118.0 18.06 T.32 118.0 18.09 T.37 108.0 22.71 H.16 108.0 22.73 T.36 108.0 22.84 T.34 108.0 23.09 T.33 108.0 23.24 S.1 104.0 26.11 MTR 100.0 33.71 STR 100.0 37.36 H.10 118.0 16.61 H.8 118.0 16.82 H.6 118.0 17.0 H.4 118.0 17.22 T.19 118.0 17.55 T.24 118.0 18.01 H.7 128.0 12.64 T.20 118.0 17.16 H.5 118.0 17.3 T.18 118.0 17.43 T.17 118.0 17.52 T.22 118.0 18.0 H.2 118.0 17.52 H.1 118.0 17.53 H.3 118.0 17.55 H.15 118.0 17.94 H.13 118.0 17.97 T.27 118.0 17.98 T.23 118.0 17.99 H.11 118.0 18.0 T.25 118.0 18.01 H.12 118.0 18.02 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.9) Date 5/10/2017 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 16.606 to 150.0 0.0 2.000 0.0 H.8 5.37 0.0196 0.0 11.000 0.216 Vel = 2.95 H.8 0.0 0.862 Utr 2.0 7.000 16.822 to 150.0 0.0 2.000 0.0 H.6 5.37 0.0197 0.0 9.000 0.177 Vel = 2.95 H.6 0.0 0.862 Utr 2.0 9.000 16.999 to 150.0 0.0 2.000 0.0 H.4 5.37 0.0197 0.0 11.000 0.217 Vel = 2.95 H.4 0.0 0.862 Utb 17.0 1.000 17.216 to 150.0 Utr 2.0 16.000 0.0 T.19 5.37 0.0196 0.0 17.000 0.334 Vel = 2.95 T.19 0.99 0.862 Utr 2.0 15.140 17.550 to 150.0 0.0 2.000 0.0 T.24 6.36 0.0269 0.0 17.140 0.461 Vel = 3.50 T.24 0.08 0.862 Utb 17.0 18.485 18.011 to 150.0 0.0 14.000 4.331 T.33 6.44 0.0275 0.0 32.485 0.894 Vel = 3.54 0.0 6.44 23.236 K Factor= 1.34 T.21 5.57 0.862 Utr 2.0 1.000 12.573 to 150.0 0.0 2.000 0.0 H.7 5.57 0.0210 0.0 3.000 0.063 Vel = 3.06 H.7 0.0 0.862 Utr 2.0 7.000 12.636 to 150.0 0.0 2.000 4.331 T.20 5.57 0.0211 0.0 9.000 0.190 Vel = 3.06 T.20 0.0 0.862 Utr 2.0 5.000 17.157 to 150.0 0.0 2.000 0.0 H.5 5.57 0.0210 0.0 7.000 0.147 Vel = 3.06 H.5 0.0 0.862 Utr 2.0 4.000 17.304 to 150.0 0.0 2.000 0.0 T.18 5.57 0.0210 0.0 6.000 0.126 Vel = 3.06 T.18 0.0 0.862 Utr 2.0 2.000 17.430 to 150.0 0.0 2.000 0.0 T.17 5.57 0.0213 0.0 4.000 0.085 Vel = 3.06 T.17 -0.99 0.862 Utr 2.0 17.413 17.515 to 150.0 Utb 17.0 16.000 0.0 T.22 4.58 0.0146 0.0 33.413 0.489 Vel = 2.52 T.22 0.68 0.862 Utb 17.0 26.000 18.004 to 150.0 0.0 14.000 4.331 T.34 5.26 0.0189 0.0 40.000 0.757 Vel = 2.89 0.0 5.26 23.092 K Factor= 1.09 T.17 0.99 0.862 Utr 2.0 10.000 17.515 to 150.0 0.0 2.000 0.0 H.2 0.99 0.0008 0.0 12.000 0.010 Vel = 0.54 H.2 0.0 0.862 Utr 2.0 9.000 17.525 to 150.0 0.0 2.000 0.0 H.1 0.99 0.0008 0.0 11.000 0.009 Vel = 0.54 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.9) Date 5/10/2017 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.1 0.0 0.862 Utr 2.0 10.000 17.534 to 150.0 0.0 2.000 0.0 H.3 0.99 0.0009 0.0 12.000 0.011 Vel = 0.54 H.3 0.0 0.862 Utr 2.0 4.000 17.545 to 150.0 0.0 2.000 0.0 T.19 0.99 0.0008 0.0 6.000 0.005 Vel = 0.54 0.0 0.99 17.550 K Factor= 0.24 T.31 2.80 0.862 Utr 2.0 8.000 17.881 to 150.0 0.0 2.000 0.0 H.15 2.8 0.0059 0.0 10.000 0.059 Vel = 1.54 H.15 0.0 0.862 Utb 17.0 12.000 17.940 to 150.0 0.0 14.000 0.0 T.32 2.8 0.0059 0.0 26.000 0.154 Vel = 1.54 0.0 2.80 18.094 K Factor= 0.66 T.29 1.62 0.862 Utr 2.0 7.000 17.951 to 150.0 0.0 2.000 0.0 H.13 1.62 0.0021 0.0 9.000 0.019 Vel = 0.89 H.13 0.0 0.862 Utr 2.0 2.000 17.970 to 150.0 0.0 2.000 0.0 T.27 1.62 0.0020 0.0 4.000 0.008 Vel = 0.89 T.27 0.0 0.862 Utr 2.0 4.000 17.978 to 150.0 0.0 2.000 0.0 T.23 1.62 0.0022 0.0 6.000 0.013 Vel = 0.89 T.23 -0.95 0.862 2Utb 34.0 3.000 17.991 to 150.0 0.0 28.000 0.0 T.22 0.67 0.0004 0.0 31.000 0.013 Vel = 0.37 0.0 0.67 18.004 K Factor= 0.16 T.23 0.95 0.862 Utr 2.0 7.000 17.991 to 150.0 0.0 2.000 0.0 H.11 0.95 0.0008 0.0 9.000 0.007 Vel = 0.52 H.11 0.0 0.862 Utr 2.0 13.000 17.998 to 150.0 0.0 2.000 0.0 T.25 0.95 0.0008 0.0 15.000 0.012 Vel = 0.52 T.25 -0.09 0.862 Utr 2.0 8.000 18.010 to 150.0 0.0 2.000 0.0 H.12 0.86 0.0007 0.0 10.000 0.007 Vel = 0.47 H.12 0.0 0.862 Utr 2.0 7.000 18.017 to 150.0 0.0 2.000 0.0 T.28 0.86 0.0007 0.0 9.000 0.006 Vel = 0.47 0.0 0.86 18.023 K Factor= 0.20 T.25 0.08 0.862 2Utb 34.0 1.000 18.010 to 150.0 0.0 28.000 0.0 T.24 0.08 0.0 0.0 29.000 0.001 Vel = 0.04 0.0 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.9) Date 5/10/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****"* Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.08 18.011 K Factor= 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVED MAY 31 2017 CITY OF TIGARD BUILDING DIVISION AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : NW RIVER TERRACE -Two Head Calculation (H.7 & H.8) Drawing : RESIDENTIAL Location : BUILDINGS 9 & 10 UNIT E-7 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 023 Data File : 19816F 023 NW River Terr Bldg 9 & 10, Unit E-7.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 NW RIVER TERRACE -Two Head Calculation (H.7 & H.8) Date 5/10/2017 • HYDRAULIC DESIGN INFORMATION SHEET Name - NW RIVER TERRACE Date - 5/10/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 023 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 - 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 28.9544 Psi Required 47.91 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) - 52 Elev. R Residual (Psi) - 47 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 NW RIVER TERRACE-Two Head Calculation (H.7 & H.8) Date 5/10/2017 City Water Supply: Demand: Cl - Static Pressure : 52 D1 - Elevation : 12.127 C2 - Residual Pressure: 47 D2-System Flow : 28.954 C2 - Residual Flow : 300 D2-System Pressure : 47.910 Hose ( Demand ) D3- System Demand : 28.954 Safety Margin : 4.023 150 140 130 p120 R 110 E 100 S 90 i S 80 U 70 R 60 Cl C2 E 50 -e 40 30 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 Uponor Page 3 NW RIVER TERRACE -Two Head Calculation (H.7& H.8) Date 5/10/2017 Fitting Legend Abbrev. Name '/2 'A 1 1'/4 11/2 2 21/2 3 31/2 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 Final Calculations - Hazen-Williams Uponor Page 5 NW RIVER TERRACE -Two Head Calculation (H.7 & H.8) Date 5/10/2017 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.7 9.25 0.862 Utr 2.0 7.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 4.331 T.20 9.25 0.0538 0.0 9.000 0.484 Vel = 5.09 T.20 0.0 0.862 Utr 2.0 5.000 11.855 to 150.0 0.0 2.000 0.0 H.5 9.25 0.0539 0.0 7.000 0.377 Vel = 5.09 H.5 0.0 0.862 Utr 2.0 4.000 12.232 to 150.0 0.0 2.000 0.0 T.18 9.25 0.0537 0.0 6.000 0.322 Vel = 5.09 T.18 0.0 0.862 Utr 2.0 2.000 12.554 to 150.0 0.0 2.000 0.0 T.17 9.25 0.0538 0.0 4.000 0.215 Vel = 5.09 T.17 -1.33 0.862 Utr 2.0 17.413 12.769 to 150.0 Utb 17.0 16.000 0.0 T.22 7.92 0.0404 0.0 33.413 1.351 Vel = 4.35 T.22 1.06 0.862 Utb 17.0 26.000 14.120 to 150.0 0.0 14.000 4.331 T.34 8.98 0.0509 0.0 40.000 2.035 Vel = 4.94 T.34 8.97 1.054 0.0 5.640 20.486 to 150.0 0.0 0.0 0.0 T.33 17.95 0.0690 0.0 5.640 0.389 Vel = 6.60 T.33 11.00 1.054 Utr 4.0 12.000 20.875 to 150.0 T 2.44 6.440 1.732 S.1 28.95 0.1669 0.0 18.440 3.077 Vel = 10.65 S.1 0.0 1.244 2E 3.443 100.000 25.684 to 150.0 0.0 3.443 4.732 ** Fixed Loss= 3 MTR 28.95 0.0744 0.0 103.443 7.700 Vel = 7.64 MTR 0.0 0.995 E 2.336 35.000 38.116 to 150.0 T 5.841 9.345 0.0 STR 28.95 0.2209 G 1.168 44.345 9.794 Vel = 11.95 0.0 28.95 47.910 K Factor= 4.18 H.7 3.75 0.862 Utr 2.0 1.000 7.040 to 150.0 0.0 2.000 0.0 T.21 3.75 0.0100 0.0 3.000 0.030 Vel = 2.06 T.21 6.12 0.862 2Utb 34.0 12.000 7.070 to 150.0 0.0 28.000 4.331 T.31 9.87 0.0607 0.0 40.000 2.428 Vel = 5.43 T.31 -4.66 0.862 Utr 2.0 7.000 13.829 to 150.0 0.0 2.000 0.0 T.29 5.21 0.0186 0.0 9.000 0.167 Vel = 2.86 T.29 -2.55 0.862 2Utb 34.0 6.000 13.996 to 150.0 0.0 28.000 0.0 T.28 2.66 0.0054 0.0 34.000 0.182 Vel = 1.46 T.28 1.65 0.862 Utr 2.0 1.000 14.178 to 150.0 0.0 2.000 0.0 T.30 4.31 0.0130 0.0 3.000 0.039 Vel = 2.37 T.30 0.0 0.862 Utr 2.0 2.000 14.217 to 150.0 0.0 2.000 0.0 H.14 4.31 0.0130 0.0 4.000 0.052 Vel = 2.37 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.7 & H.8) Date 5/10/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 52.0 47 300.0 51.934 28.95 47.91 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 128.0 4.9 7.04 13.0 T.20 118.0 11.86 H.5 118.0 12.23 T.18 118.0 12.55 T.17 118.0 12.77 T.22 118.0 14.12 T.34 108.0 20.49 T.33 108.0 20.88 S.1 104.0 25.68 MTR 100.0 38.12 STR 100.0 47.91 T.21 128.0 7.07 T.31 118.0 13.83 T.29 118.0 14.0 T.28 118.0 14.18 T.30 118.0 14.22 H.14 118.0 14.27 T.32 118.0 14.37 T.37 108.0 19.47 H.16 108.0 19.52 T.36 108.0 19.82 H.9 128.0 6.9 H.10 118.0 10.88 H.8 118.0 4.9 10.6 15.95 H.6 118.0 11.14 H.4 118.0 11.8 T.19 118.0 12.83 T.24 118.0 14.13 H.2 118.0 12.79 H.1 118.0 12.8 H.3 118.0 12.82 H.15 118.0 13.98 H.13 118.0 14.04 T.27 118.0 14.06 T.23 118.0 14.09 H.11 118.0 14.11 T.25 118.0 14.14 H.12 118.0 14.16 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.7 & H.8) Date 5/10/2017 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.14 0.0 0.862 Utr 2.0 6.000 14.269 to 150.0 0.0 2.000 0.0 T.32 4.31 0.0131 0.0 8.000 0.105 Vel = 2.37 T.32 4.67 0.862 Utr 2.0 13.000 14.374 to 150.0 0.0 2.000 4.331 T.37 8.98 0.0509 0.0 15.000 0.764 Vel = 4.94 T.37 0.0 0.862 0.0 1.000 19.469 to 150.0 0.0 0.0 0.0 H.16 8.98 0.0510 0.0 1.000 0.051 Vel = 4.94 H.16 0.0 0.862 Utr 2.0 4.000 19.520 to 150.0 0.0 2.000 0.0 T.36 8.98 0.0508 0.0 6.000 0.305 Vel = 4.94 T.36 0.0 0.862 Utr 2.0 11.000 19.825 to 150.0 0.0 2.000 0.0 T.34 8.98 0.0508 0.0 13.000 0.661 Vel = 4.94 0.0 8.98 20.486 K Factor= 1.98 T.21 -6.12 0.862 Utr 2.0 5.000 7.070 to 150.0 0.0 2.000 0.0 H.9 -6.12 -0.0250 0.0 7.000 -0.175 Vel = 3.36 H.9 0.0 0.862 0.0 14.000 6.895 to 150.0 0.0 0.0 4.331 H.10 -6.12 -0.0250 0.0 14.000 -0.350 Vel = 3.36 H.10 0.0 0.862 Utr 2.0 9.000 10.876 to 150.0 0.0 2.000 0.0 H.8 -6.12 -0.0251 0.0 11.000 -0.276 Vel = 3.36 H.8 15.96 0.862 Utr 2.0 7.000 10.600 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.6 9.84 0.0602 0.0 9.000 0.542 Vel = 5.41 H.6 0.0 0.862 Utr 2.0 9.000 11.142 to 150.0 0.0 2.000 0.0 H.4 9.84 0.0603 0.0 11.000 0.663 Vel = 5.41 H.4 0.0 0.862 Utb 17.0 1.000 11.805 to 150.0 Utr 2.0 16.000 0.0 T.19 9.84 0.0603 0.0 17.000 1.025 Vel = 5.41 T.19 1.32 0.862 Utr 2.0 15.140 12.830 to 150.0 0.0 2.000 0.0 T.24 11.16 0.0761 0.0 17.140 1.304 Vel = 6.14 T.24 -0.16 0.862 Utb 17.0 18.485 14.134 to 150.0 0.0 14.000 4.331 T.33 11.0 0.0742 0.0 32.485 2.410 Vel = 6.05 0.0 11.00 20.875 K Factor= 2.41 T.17 1.32 0.862 Utr 2.0 10.000 12.769 to 150.0 0.0 2.000 0.0 H.2 1.32 0.0015 0.0 12.000 0.018 Vel = 0.73 H.2 0.0 0.862 Utr 2.0 9.000 12.787 to 150.0 0.0 2.000 0.0 H.1 1.32 0.0015 0.0 11.000 0.016 Vel = 0.73 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.7 & H.8) Date 5/10/2017 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.1 0.0 0.862 Utr 2.0 10.000 12.803 to 150.0 0.0 2.000 0.0 H.3 1.32 0.0015 0.0 12.000 0.018 Vel = 0.73 H.3 0.0 0.862 Utr 2.0 4.000 12.821 to 150.0 0.0 2.000 0.0 T.19 1.32 0.0015 0.0 6.000 0.009 Vel = 0.73 0.0 1.32 12.830 K Factor= 0.37 T.31 4.66 0.862 Utr 2.0 8.000 13.829 to 150.0 0.0 2.000 0.0 H.15 4.66 0.0151 0.0 10.000 0.151 Vel = 2.56 H.15 0.0 0.862 Utb 17.0 12.000 13.980 to 150.0 0.0 14.000 0.0 T.32 4.66 0.0152 0.0 26.000 0.394 Vel = 2.56 0.0 4.66 14.374 K Factor= 1.23 T.29 2.55 0.862 Utr 2.0 7.000 13.996 to 150.0 0.0 2.000 0.0 H.13 2.55 0.0050 0.0 9.000 0.045 Vel = 1.40 H.13 0.0 0.862 Utr 2.0 2.000 14.041 to 150.0 0.0 2.000 0.0 T.27 2.55 0.0048 0.0 4.000 0.019 Vel = 1.40 T.27 0.0 0.862 Utr 2.0 4.000 14.060 to 150.0 0.0 2.000 0.0 T.23 2.55 0.0050 0.0 6.000 0.030 Vel = 1.40 T.23 -1.50 0.862 2Utb 34.0 3.000 14.090 to 150.0 0.0 28.000 0.0 T.22 1.05 0.0010 0.0 31.000 0.030 Vel = 0.58 0.0 1.05 14.120 K Factor= 0.28 T.23 1.50 0.862 Utr 2.0 7.000 14.090 to 150.0 0.0 2.000 0.0 H.11 1.5 0.0019 0.0 9.000 0.017 Vel = 0.82 H.11 0.0 0.862 Utr 2.0 13.000 14.107 to 150.0 0.0 2.000 0.0 T.25 1.5 0.0019 0.0 15.000 0.028 Vel = 0.82 T.25 0.16 0.862 Utr 2.0 8.000 14.135 to 150.0 0.0 2.000 0.0 H.12 1.66 0.0023 0.0 10.000 0.023 Vel = 0.91 H.12 0.0 0.862 Utr 2.0 7.000 14.158 to 150.0 0.0 2.000 0.0 T.28 1.66 0.0022 0.0 9.000 0.020 Vel = 0.91 0.0 1.66 14.178 K Factor= 0.44 T.24 0.15 0.862 2Utb 34.0 1.000 14.134 to 150.0 0.0 28.000 0.0 T.25 0.15 0.0 0.0 29.000 0.001 Vel = 0.08 0.0 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.7 & H.8) Date 5/10/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.15 14.135 K Factor= 0.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087