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7f 1 3 crr 54} M/-l„ RECEIVED MAY 3 1 2017 CITY OF TIGARD BUILDING DIVISION I I AquaSAFETM FIRE SAFETY SYSTEM445T °17-cic OFFICE Copy 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 12 & 13 UNIT E-7 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 025 Data File : 19816F 025 NW River Terr Bldg 12 & 13, Unit E-7.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 age 15/22/2017 Uponor NW RIVER TERRACE-One Head Calculation (H.9) Page HYDRAULIC DESIGN INFORMATION SHEET Name - NW RIVER TERRACE Date - 5/22/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 025 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 162 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) - 60 Elev. R Residual (Psi) - 55 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.9) Page 2 City Water Supply: Date 5/22/2017 Cl Static Pressure 60 2.127 C2- Residual Pressure:e55 Demand: C2 - Residual low : 300 D1 -Systemlevetion D2- Flow es 17.360 D2-System Pressure � 16.974 Hose ( Demand ) : 37.360 D3-System Demand : 16.974 Safety Margin : 22.615 150 �■- 140 130 ■-_ p 120 ■-_ R 110 E 100 1111111RMINIMMILIIIMEMilli S 90 ■-_ S 80 1■-_ U uminimummill..111111Mmommim. R 60m-_ E 50 .--- 40 30 �■-_ 20 ■-_ 10 Hilmommimmimminimmimmiiiiii 50 100 150 200 250 300 350 FLOW( N A 1.85) 400 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Calculation (H.9 Page 3 5/2212017 NW RIVER TERRACE-One 12 14 16 18 20 24 Fitting Legend 1/2 3/4 1 1'/4 1% 2 21/2 3 31/2 4 5 6 8 10 Abbrev. Name 18 22 27 35 40 45 50 61 8 10 12 14 7 8 10 11 13 2 2 2 3 4 5 6 7 2 3 4 5 6 91 101 1211 1 1 1 1 1 1 1 1 1 2 35 50 60 71 81 10 ET 90' Flwt Standard Te ow 17 20 25 30 0 0 0 0 0 0 G Generic Gate Valve 3 4 5 6 8 10 12 150 0 0 9 12 17 0 0 0 0 0 0 0 0 T 90'Flow thru Tee 2 17 14 0 0 0 0 0 0 0 0 0 0 Utr * Aquapex Tee-Branch 1 2 2 4 2 1 0 Utr* Aquapex Tee-Run Units Summary Diameter Units Inches Length Units FeetUS Gallons per Minute Pressurelow Units Pounds per Square Inch Units Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor ' NW RIVER TERRACE - One Head Calculation (H.9) Page 4 Date 5/22/2017 SUPPLY ANALYSIS Node at Static Residual Source Pressure Pressure Available Flow Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.975 16.97 37.36 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 128.0 T.21 128.0 4'9 12.0 16.97 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 H.16 108.0 22.84 22.713 T.36 108.0 T.34 22.84 108.0 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 Page 5 Uponor Page 5/22/2017 NW RIVER TERRACE-One Head Calculation (H.9) Hyd. Qa Dia. Fitting PipePt Pt ****** Point Qt Pf/Ft ..C.. or g's Pe Pv ******* Notes Ref. Eqv. Ln. Total Pf Pn H.9 11.61 0.862 Utr 2.0 5.000 12.000 K Factor=4.90 150.0 0.0 2.000 0.0 T.21 11.61 0.0819 0.0 7.000 to 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 Vel = 3.32 T.31 6.04 0.0244 0.0 40.000 0.977 T.31 -2.80 0.862 Utr 2.0 7.000 17.881 150.0 0.0 2.000 0.0 T.29 3.24 0.0078 0.0 9.000 to 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 Vel = 0.89 T.28 1.62 0.0021 0.0 34.000 0.072 T.28 0.86 0.862 Utr 2.0 1.000 18.023 to 150.0 0.0 2.000 Vel = 1.36 0.0 3.000 0.014 T.30 2.48 0.0047 0.862 Utr 2.0 2.000 18.037 0.0 T.300.0 2.000 0.0 to 150.0 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 18.056 150.0 0.0 2.000 0.0 to 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 0.0 2.000 4.331 to 150.00.0 15.000 0.285 Vel = 2.90 T.37 5.28 0.0190 1.000 22.710 T.37 0.0 0.862 0.0 150.0 0.0 0.0 0.0 to 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 22.730 150.0 0.0 2.000 0.0 T.36 5.28 0.0190 0.0 6.000 to 0.114 Vel = 2.90 T.36 0.0 0.862 Utr 2.0 11.000 22.844 150.0 0.0 2.000 0.0 to 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 23.092 150.0 0.0 0.0 0.0 T.33 10.53 0.0255 0.0 5.640 to 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 11.732 Vel = 6.24 S.1 16.97 0.0621 0.0 18.440 S.1 0.0 1.244 2E 3.443 100.000 26.114 150.0 ** Fixed Loss= 3 0.0 3.443 4.732 to 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 Vel = 7.00 STR 16.97 0.0822 G 1.168 44.345 3.646 0.0 37.360 K Factor= 2.78 16.97 H.9 5.37 0.862 0.0 14.000 12.000 150.0 0.0 0.0 4.331 to 0.0 14.000 0.275 Vel = 2.95 H.10 5.37 0.0196 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor NW RIVER TERRACE- One Head Calculation (H.9) Paget6 Date 5/22/2017 Refd Qa Dia. Fitting Pipe Pt Pt Ref. Qt "C"Pf/ E or Ftng's Pe Pv ******* Notes ****** qv. Ln. Total Pf Pn H.10 0.0 0.862 Utr 2.0 9.000 16.606 to 150.0 H.8 5.37 0.0196 0.0 2.000 0.0 0.0 11.000 0.216 H.8 0.0 0.862 Utr 2.0. .0 Vel = 2.95 to 150.0 7.000 16.822 H.6 5.37 0.0197 0.0 2.000 0.0 0.0 9.000 0.177 H.6 0.0 0.862 Utr 2.0 Vel = 2.95 9.000 16.999 to 150.0 H.4 5.37 0.0197 0.0 2.000 0.0 0.0 11.000 0.217 H.4 0.0 0.862 Utb 17.0 Vel = 2.95 to 150.0 1.000 17.216 T.19 5.37 0.0196 Utr 2.0 16.000 0.0 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 T.24 0.0 2.000 0.0 6.36 0.0269 0.0 17.140 T.24 0.08 0.862 0.461 Vel = 3.50 to Utb 17.0 18.485 18.011 150.0 0.0 14.000 T.33 6.44 0.0275 4.331 0.0 32.485 0.894 0.0 Vel = 3.54 6.44 23.236 K Factor= 1.34 T.21 5.57 0.862 to Utr 2.0 1.000 12.573 150.0 0.0 2.000 H.7 5.57 0.0210 0.0 0.0 3.000 0.063 H.7 0.0 0.862 Utr 2.0 Vel = 3.06 to 150.0 0.07.000 12.636 T.20 2.000 4.331 5.57 0.0211 0.0 9.000 7.157 Vel = 3.06 T.20 0.0 0.862 Utr 2.0 5.000 17.157 to 150.0 0.0 2.000 H.5 5.57 0.0210 0.0 0.0 7.000 0.147 H.5 0.0 0.862 Utr 2.0 Vel = 3.06 to 150.0 4.000 17.304 T.18 5.57 0.0210 0.0 2.000 0.0 0.0 6.000 0.126 T.18 0.0 0.862 Utr 2.0 Vel = 3.06 2.000 17.430 to 150.0 T.17 0.0 2.000 0.0 5.57 0.0213 0.0 4.000 7.585 Vel = 3.06 1.17 -0.99 0.862 Utr 2.0 17.413 17.515 to 150.0 T 22 Utb 17.0 16.000 0.0 4.58 0.0146 0.0 33.413 1.22 0.68 0.862 0.489 Vel = 2.52 to Utb 17.0 26.000 18.004 150.0 0.0 14.000 1.34 5.26 0.0189 4.331 0.0 40.000 0.757 0.0 Vel = 2.89 5.26 T.17 0.996 0.862 23.092 K Factor= 1.09 to 150.0 Utr 2.0 10.000 17.515 H.2 0.99 0.0008 0.0 2.000 0.0 0.0 12.000 0.010 H.2 0.0 0.862 Utr 2.0 Vel = 0.54 to 150.09000 17.525 H.1 0.99 0.0008 0.0 2.000 0.0 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 s NPage 7 Date 5/22/2017 NWW Uponor TERRACE- One Head Calculation (H.9) H d. Qa Dia. Fitting Pipe Pt Pv ******* Notes ****** Point Qt Pf/Ft Y „C„ or Ftng's Pn Ref. Eqv. Ln. Total Pf 0.0 0.862 Utr 2.0 10.000 17.534 H.1 0.0 2.000 0.0 to 150.0 H.3 0.99 0.0009 0.0 12.000 0.011 Vel = 0.54 Utr 2.0 4.000 17.545 H.3 0.0 0.862 0.0 2.000 0.0 to 150.0 T.19 0.99 0.0008 0.0 6.000 0.005 Vel = 0.54 0.0 17.550 K Factor= 0.24 0.99 .881 to 7 T.31 2.80 0.862 Utr 2.0 8.000 17.881.0 150.0 0.0 2.000 0.059 Vel = 1.54 H.15 2.8 0.0059 0.0 10.000 H.15 0.0 0.862 Utb 17.0 12.000 17.940 150.0 0.0 14.000 Vel = 1.54 to 0.0 26.000 0.154 T.32 2.8 0.0059 0.0 18.094 K Factor= 0.66 2.80 1.62 0.862 Utr 2.0 7.000 17.951 to 150.0 0.0 T.29 0.0 29.000.000 0.0 0.019 Vel = 0.89 H.13 1.62 0.002117.970 H.13 0.0 0.862 Utr 2.0 2.000 to 0.0 0.0 4.000 0.008 150.0 0.0 2.000Vel = 0.89 T.27 1.62 0.0020 17.978 0.0 0.862 Utr 2.0 4.000 T.27 0.0 2.000 0.0 to 150.0 T.23 1.62 0.0022 0.0 6.000 0.013 Vel = 0.89 2Utb 34.0 3.000 17.991 T.23 -0.95 0.862 to 150.0 0.0 28.000 0.00.013 Vel = 0.37 T.22 0.67 0.0004 0.0 31.000 0.0 18.004 K Factor= 0.16 0.67 0.95 0.862 Utr 2.0 7.000 17.991 T.23 0.0 2.000 0.0 to 150.0 0.007 Vel = 0.52 0.0 9.000 H.11 0.95 0.0008 17.998 to 150.0 0.0 0.0 0.862 Utr 2.0 13.000 H.112.000 0.0 T.25 0.95 0.0008 0.0 15.000 0.012 Vel = 0.52 -0.09 0.862 Utr 2.0 8.000 18.010 T.25 0.0 2.000 0.0 to 150.0 H.12 0.86 0.0007 0.0 10.000 0.007 Vel = 0.47 Utr 2.0 7.000 18.017 H.12 0.0 0.862 to 150.0 0.0 2.000 0.00.006 Vel = 0.47 T.28 0.86 0.0007 0.0 9.000 0.0 18.023 K Factor= 0.20 0.86 0.08 0.862 2Utb 34.0 1.000 18.010 T.25 0.0 28.000 0.0 to 150.0 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 NW RIVER TERRACE One Head Calculation (H.9) Page 8 Date 5/22/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt "C" Ref. or Ref. Qt Pf/ Ftng's Pe Pv ******* Notes ****** 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 RE MAY 3 1 2017 CITY CF TiGAHD BUILDING DIVISION I AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY 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 12 & 13 UNIT E-7 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 025 Data File : 19816F 025 NW River Terr Bldg 12& 13, Unit E-7.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Uponor Date 5/22/2017 • NW RIVER TERRACE-Two Head Calculation (H.7 & H.8) HYDRAULIC DESIGN INFORMATION SHEET Date - 5/22/17 Name - NW RIVER TERRACE Location - TIGARD OR 97223 - 1 No. Building - RESIDENTIAL Systemytct 1 19816F 025 - Contractor - ALLIANCE PLUMBING CConing NN. - F100 Calculated By - PATRICK BROWN 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 Made by Date T ( ) Specific Ruling E System Type M Listed Flow at Start Point - 13 Gpm Dry em Listed Pres. at Start Point - 7 .04 Psi (X) Wet( ) Deluge( ) ( ) PreAction D MAXIMUM LISTED SPACING 16 - x 16 Gpm Sprinkler or Nozzle Additional E Domestic Flow Added Gpm Make SENJU Model RC-RES S Additional Flow -Added K-Fa4.9 I Elevation at Highest Outlet - 128 Feet Size Simeera16ree Rating Faat G Note: N Calculation Gpm Required 28.9544 Psi Required 47 .91 AtnRefgPtuSTR150 Summary C-Factor Used: Overhead 150 Pump Data: W Water Flow Test: Rated Cap. A Date of Test - x T Time of Test - x @ Psi Elev. E Static (Psi) - 60 Other R Residual (Psi) - 55 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.7& H.8) Page 2 Date 5/22/2017 City Water Supply: Cl Static Pressure 60 C2 - Residual Pressure:e55 Demand: C2- Residual low : 300 D2 - Elevationystm :28.954 D2-System Flow : D2 -System Pressure : 47.91 47.91 0 Hose( Demand ) D3-System Demand : 28.954 Safety Margin : 12.023 150 140 ii- -- ■ p R 110 ■-_ E 100 s 90 ■-_ s 80 ■-_ U I70 ■-_ R 60 ' C1-_ nsiMin E 50 D2 -_ 40 �■-_ 30 j1iiiii 1111111111111111 20 10 50 100 150 200 250 300 350 400 FLOW( NA1.85 ) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NPage 3 NWW Uponor TERRACE -Two Head Calculation (H.7 & H.8) Date 5/22/2017 Fitting Legend % a/4 1 1'/a 11/2 2 2'/z 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Abbrev. Name 4 5 6 7 8 10 12 14 148 22 227 35 440 455 50 613 2 2 2 3 1 1 1 2 2 3 GE 90'Standard Elbowaly1 1 1 1 1 1 T Generic Gate Valve 3 4 5 6 8 10 12 15 17 20 25 30 335 550 660 771 881 991 0 101 0121 T 90'Aq Flow tTe Tee 14 9 12 17 0 0 0 0 0 0 0 0 0 0 2 17 2 1 0 0 0 0 0 0 0 0 0 0 Utb* Aquapex Tee-Branch 1 2 2 4 Utr* Aquapex Tee-Run 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 • NW RIVER TERRACE-Two Head Calculation (H.7& H.8) Page 4 Date 5/22/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.934 28.95 47.91 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 128.0 T.20 118.0 4'9 1.06 13.0 H.5 118.0 11. T.18 118.0 12.525 3 T.17 118.0 12.55 77 T.22 118.0 1 1.34 108.0 14.12. T.33 108.0 20.49 S.1 104.0 20.88 MTR 100.0 25.681 7. STR 100.0 2 T.21 128.0 7.0747.91 T.31 118.0 T.29 118.0 T.28 118.0 14.0 13.83 T.30 118.0 14.18 H.14 118.0 14.22 T.32 118.0 14.27 14.37 T.37 108.0 H.16 108.0 19.47 T.36 108.0 H.9 128.0 19.82 19.52 H.10 118.0 6.9 H.8 118.0 10.88 H.6 118.0 4'9 10.6 15.95 H.4 118.0 111.114 T.19 118.0 11.8 T.24 118.0 H.2 118.0 12.791249 12.83 . H.1 118.0 H.3 118.0 12.8 H.15 118.0 12.82 98 H.13 118.0 1 1.27 118.0 14.04. T.23 118.0 14.06 H.11 118.0 14.09 T.25 118.0 14.11 H.12 118.0 14.14 14.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams n Page 5 Upo NW NW RIVER TERRACE-Two Head Calculation (H.7 &H.8) Date 5/22/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt ******* Notes ****** Ref. C or Ftng's Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7.000 7.040 K Factor=4.90 H 7 9.25 0.862 Utr 2.0 4.331 150.0 0.0 2.000 Vel = 5.09 to 0.0 9.000 0.484 T.20 9.25 0.0538 11.855 Utr 2.0 5.000 T.20 0.0 0.862 0.0 2.000 0.0 to 150.0 H.5 7.000 0.377 Vel = 5.09 9.25 0.0539 0.0 12.232 H.5 0.0 0.862 Utr 2.0 4.000 to 0.0 0.0 6.000 0.322 150.0 0.0 2.000Vel = 5.09 T.18 9.25 0.0537 12.554 Utr 2.0 2.000 T.18 0.0 0.862 0.0 2.000 0.0 to 150.0 T.17 4.000 0.215 Vel = 5.09 9.25 0.0538 0.0 12.769 T.17 -1.33 0.862 Utr 2.0 17.413 to 0.0 0.0 33.413 1.351 150.0 Utb 17.0 16.000Vel = 4.35 T 22 7.92 0.0404 20 31 to T.22 1.06 0.862 Utb 17.0 26.000 14.1 4.320 0.0 40.000 150.0 0.0 14.000 2.035 Vel = 4.94 T.34 8.98 0.0509 1.054 0.0 5.640 20.486 8.97 T.34 0 0.0 0.0 0.0 150. Vel = 6.60 to 0.0 5.640 0.389 T.33 17.95 0.0690 1.054 Utr 4.0 12.000 20.875 T.33 11.00 T 2.44 6.440 1.732 Vel = 10.65 to 150.0 0 0 18.440 3.077 S.1 28.95 0.1669 S.1 0.0 1.244 2E 3.443 100.000 25.6844 732 ** Fixed Loss= 3 150.0 0.0 3.443 Vel = 7.64 to 0.0 103.443 7.700 MTR 28.95 0.0744 MTR 0.0 0.995 E 2.336 35.000 38.1168.0 to 150.0 T 5.841 9.345 9 794 Vel = 11.95 STR 28.95 0.2209 G 1.168 44.345 0.0 47.910 K Factor= 4.18 28.95 .040 to 7 H.7 3.75 0.862 Utr 2.0 1.000 7.0 0.0 3.000 0.030 150.0 0.0 2.000 Vel = 2.06 T.21 3.75 0.0100 7 7.00 to T.21 6.12 0.862 2Utb 34.0 12.000 4.331 0.0 40.000 150.0 0.0 28.000 2 338 Vel = 5.43 T.31 9.87 0.0607 7.000 13.829 T.31 -4.66 0.862 Utr 2.0 to 0.0 0.0 9.000 0.167 150.0 0.0 2.000Vel = 2.86 T.29 5.21 0.0186 13.996 2Utb 34.0 6.000 T.29 -2.55 0.862 0.0 28.000 0.0 to 150.0 0 182 Vel = 1.46 2.66 0.0054 0.0 34.000 T.28 14.178 T.28 1.65 0.862 Utr 2.0 1.000 to 0.0 0.0 3.000 0.039 150.0 0.0 2.000 Vel = 2.37 T.30 4.31 0.0130 14.217 Utr 2.0 2.000 T.30 0.0 0.862 0.0 2.000 0.0 to 150.0 H.14 4.000 0.052 Vel = 2.37 4.31 0.0130 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor NW RIVER TERRACE -Two Head Calculation (H.7& H.8) Page 6 Date 5/22/2017 Hyd. Qa Dia. Fitting Pipe ..C.• P Pt Pt Ref. or Ftn 's Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** PointH.14 0.0 0.862 Utr 2.0 6.000 14.269 to 150.0 T.32 4.31 0.0131 0.0 2.000 0.0 0.0 8.000 0.105 T.32 4.67 0.862 Utr 2.0 Vel = 2.37 to 150.0 13.000 14.374 T.37 8.98 0.0509 0.0 2.000 4.331 0.0 15.000 0.764 T.37 0.0 0.862 Vel = 4.94 to 0.0 1.000 19.469 150.0 0.0 0.0 H.16 8.98 0.0510 0.0 0.0 1.000 0.051 H.16 0.0 0.862 Utr 2.0 Vel = 4.94 to 150.0 0.04.000 19.520 T.36 2.000 0.0 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 0.0 Vel = 4.94 8.98 T.21 8.18 0 862 20.486 K Factor= 1.98 to Utr 2.0 5.000 7.070 150.0 0.0 2.000 H.9 -6.12 -0.0250 0.0 0.0 7.000 -0.175 Vel = 3.36 H.9 0.0 0.862 0.0 14.000 to 150.0 6.895 H.10 -6.12 -0.0250 0�0 0.0 4.331 0.0 14.000 -0.350 H.10 0.0 0.862 Utr 2.0 Vel = 3.36 to 150.0 9.000 10.876 H.8 -6.12 -0.0251 0.0 2.000 0.0 0.0 11.000 -0.276 H.8 15.96 0.862 Utr 2.0 Vel = 3.36 7.000 10.600 K Factor=4.90 to 150.0 H.6 9.84 0.0602 0.0 2.000 0.0 0.0 9.000 0.542 H.6 0.0 0.862 Utr 2.0 Vel = 5.41 to 150.0 9.000 11.142 H.4 9.84 0.0603 0'0 2.000 0.0 0.0 11.000 0.663 H.4 0.0 0.862 Utb 17.0 Vel = 5.41 to 150.0 1.000 11.805 T.19 9.84 0.0603 Utr 2.0 16.000 0.0 0.0 17.000 1.025 T.19 1.32 0.862 Utr 2.0 Vel = 5.41 to 150.0 15.140 12.830 T.24 11.16 0.0761 0.0 2.000 0.0 0.0 17.140 1.304 T.24 -0.16 0.862 Utb 17.0 18.485 Vel = 6.14 to 150.0 0 14.134 T.33 .0 14.000 4.331 11.0 0.0742 0.0 32.485 0.0 2.410 Vel = 6.05 11.00 0.862 20.875 K Factor= 2.41 T.17 1.32 to 150.0 Utr 2.0 10.000 12.769 H.2 1.32 0.0015 0.0 2.000 0.0 0.0 12.000 0.018 H.2 0.0 0.862 Utr 2.0 Vel = 0.73 to 150.0 9.000 12.787 H.1 1.32 0.0015 0.0 2.000 0.0 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 Page 7 Uponor NWWRIVER TERRACE-Two Head Calculation (H.7 & H.8) Date 5/22/2017 * Hyd. Qa Dia. Fitting Pipe's Pe Pv ** ***** Notes ***** Pt Point Qt Pf/Ft"C" or g PoEqv. Ln. Total Pf Pn 0.0 0.862 Utr 2.0 10.000 12.803 H.1 0.0 2.000 0.0 to 150.0 H.3 1.32 0.0015 0.0 12.000 0.018 Vel = 0.73 Utr 2.0 4.000 12.821 H.3 0.0 0.862 0.0 150.0 0.0 2.000 0.009 Vel = 0.73 to 0.0 6.000 T.19 1.32 0.0015 .0 1 12.830 K Factor= 0.37 1.32 4.66 0.862 Utr 2.0 8.000 13.829 T.31 0.0 2.000 0.0 to 150.0 H.15 4.66 0.0151 0.0 10.000 0.151 Vel = 2.56 Utb 17.0 12.000 13.980 H.15 0.0 0.862 to 150.0 0.0 14.000 0.00.094 Vel = 2.56 T.32 4.66 0.0152 0.0 26.000 0.0 14.374 K Factor= 1.23 4.66 2.55 0.862 Utr 2.0 7.000 13.996 T.29 0.0 2.000 0.0 to 150.0 H.13 9.000 0.045 Vel = 1.40 2.55 0.0050 0.0 14.041 H.13 0.0 0.862 Utr 2.0 2.000 0.0 to 150.0 0.0 2.000 0.0048 0.0 4.000 0.019 Vel = 1.40 2.55 T.27 T.27 0.0 0.862 Utr 2.0 4.000 14.060 to 150.0 0.0 2.000 0.0 0.0 6.000 0.030 Vel = 1.40 T.23 2.55 0.0050 14.090 T.23 -1.50 0.862 2Utb 34.0 3.000 0.0 to 150.0 0.0 28.000 Vel = 0.58 T.22 1.05 0.0010 0.0 31.000 0.030 .0 1 14.120 K Factor= 0.28 1.05 1.50 0.862 Utr 2.0 7.000 14.090 T.23 0.0 2.000 0.0 to 150.0 H.11 1.5 0.0019 0.0 9.000 0.017 Vel = 0.82 0.862 Utr 2.0 13.000 14.107 H.11 0 0 0.0 2.000 0.0 to 150.0 0.0 15.000 0.028 Vel = 0.82 T.25 1.5 0.0019 0.16 0.862 Utr 2.0 8.000 14.135 T.25 0.0 2.000 0.0 to 150.0 H.12 1.66 0.0023 0.0 10.000 0.023 Vel = 0.91 2.0 7.000 14.158 Utr H.12 0.0 0.862 0.0 2.000 0.0 to 150.0 T.28 1.66 0.0022 0.0 9.000 0.020 Vel = 0.91 .0 1 14.178 K Factor= 0.44 1.66 14.134 2Utb 34.0 1.000 T.24 0.15 0.862 0.0 28.000 0.0 to 150.0 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 NW RIVER TERRACE Two Head Calculation (H.7& H.8) Page 8 Date 5/22/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftn s ******* Point g Pe Pv Notes ****** 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