Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (22)
At-57")-c)O--GWS 33705 / /'/ 1 K, RECEIVED MAY 3 1 2017 CITY OF TIGARD BUILDING DIVISION I 1 AquaSAFETM FIRE SAFETY SYSTEM 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 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 4 Page 1 UN Date 5/10/2017 NW RIVER TERRACE One Head Calculation (H.9) HYDRAULIC DESIGN INFORMATION SHEET Date - 5/10/17 Name - NW RIVER TERRACE Location - TIGARD OR 97223 System No. - 1 Contract Building - RESIDENTIAL ct - 19816F 023 Contractor - ALLIANCE PLUMBING Drawing No.N - 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: (X) 1 ( ) 2 ( ) 4 ( ) S ( )Other Made by Date T ( ) Specific Ruling E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry PreAction D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge Additional Flow Ad 0 Gpm Sprinkler or Nozzle S E DomesticFlow AddedGpmMake SENJU Model RC-RES ded - p K-Factor 4.9 I Elevation at Highest Outlet - 128 Feet TemperatureSize e Rating Fay G Note: 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 Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C • Uponor NW RIVER TERRACE - One Head Calculation (H.9) Page 2 Date 5/10/2017 City Water Supply: Cl - Static Pressure 52 C2 - Residualta Pressure: 4752 Demand: C2 - Residual low : 300 D2 - Elevation : 12.127 .974 D2- System Flow : D2-System Pressure : 37.3637.36 0 Hose ( Demand ) D3- System Demand : 16.974 Safety Margin : 14.615 150 i■- NM IIIIIIIIIIIIIIIIIIIIIII140 1 _ 130 ■-_MI p 120 ■- IN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _MI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII : : rIII 111■-_ MI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII90 -_ S 80 ■-_NM 11111111111111111111111111111111111111111111 U 70 ■-_11111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII R 60 ■-_NM 11111111111111111111111111111111111111 E 50 1� iiimirmiliallijiLL1111111111111111111111111 jr. ... ................. 40 30 ■-_ 20 1■-_Ellill 1MM 1111111111111 10 famminallallimmalliMINIIMISI 50 100 150 200 250 300 350 400 FLOW( N ^ 1.85) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used SummaryUponor Page 3 NW RIVER TERRACE-One Head Calculation (H.9) Fitting Legend Abbrev. Name 1/2 '/4 1 1'/4 11/2 2 2'/z 3 31/2 4 5 6 8 Date 5/10/2017 10 12 14 16 18 20 24 5 8 10 12 14 18 22 27 35 40 450 101 613 2 2 2 3 4 5 6 7 2 3 4 E Genericcda Gate Elbow 1 1 1 1 1 1 1 1 1 2 TG oValve 4 5 6 8 10 12 15 17 20 25 30 35 50 60 01 01 01 0 101 121 T 90'Aq Flow tTru Tee 3 0 0 0 0 0 0 0 0 0 0 2 17 14 9 12 17 � 0 0 0 0 0 0 0 0 Utb' Aquapex Tee Branch 1 2 2 4 2 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 -One Head Calculation (H.9) Paget4 Date 5/10/2017 SUPPLY ANALYSIS Node at Static Residual Source Pressure PressureAvailable Flow Pressure Total Demand Required Pressure STR 52.0 47 300.0 51.975 16.97 37.36 NODE ANALYSIS Node Tag Elevation Node TypePressure Discharge 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 T.29 118.0 17.88 5 T.28 118.0 1 T.30 118.0 18.02.0 18.04 H.14 118.0 18.06 T.32 118.0 12.79 T.37 108.0 22.71 H.16 108.022.73 T.36 108.0 T.34 108.0 22.84 23.09 T.33 108.023.24 S.1 104.0 11 37. MTR 100.0 33.71 STR 100.0 H.10 118.0 37.3616.61 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 H.7 128.0 T.20 118.0 17.161726 18.01 . H.5 118.0 T.18 118.0 17.3 17.43 T.17 118.0 T.22 118.0 H.2 118.0 18.0 17.52 17.52 H.1 118.0 17.53 H.3 118.0 17.55 H.15 118.0 H.13 118.0 17.94 17.97 T.27 118.0 T.23 17.98 118.0 17.99 H.11 118.0 18.0 T.25 118.0 H.12 118.0 18.01 18.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 Uponor Page 5/10/2017 NW RIVER TERRACE-One Head Calculation (H.9) H d. Qa Dia. Fitting Pipe Pt Pt ****** Point Qt Y „C„ or Ftng's Pe Pv ******* Notes PoPf/Ft Eqv. Ln. Total Pf Pn 12.000 KFactor=4.90 H.9 11.61 0.862 Utr 2.0 5.000 p.0 to 150.0 0.0 2.000 Vel = 6.38 T.21 11.61 0.0819 0.0 7.000 0.573 T.21 -5.57 0.862 2Utb 34.0 12.000 12.573 0.0 28.000 4.331 to 150.0 T.31 6.04 0.0244 0.0 40.000 0 977 Vel = 3.32 7.000 17.881 Utr 2.0 T.31 -2.80 0.862 0.0 to 150.0 0.0 2.000Vel = 1.78 T.29 3.240.0 9.000 0.070 0.0078 7,951 T.29 -1.62 0.862 2Utb 34.0 6.000 170.0 to 150.0 0.0 28.000 Vel = 0.89 T.28 1.62 0.0021 0.0 34.000 0.072 0.86 0.862 Utr 2.0 1.000 18.023 T.28 0.0 2.000 0.0 to 150.0 T.30 2.48 0.0047 0.0 3.000 0.014 Vel = 1.36 Utr 2.0 2.000 18.037 T.30 0.0 0.862 to 150.0 0.0 2.000 0.0 Vel = 1.36 0.0 4.000 0.019 H.14 2.48 0.0048 0.862 Utr 2.0 6.000 18.056 0.0 H.140.0 2.000 0.0 to 150.0 T.32 2.48 0.0048 0.0 8.000 0.038 Vel = 1.36 Utr 2.0 13.000 18.094 T.32 2.80 0.862 to 150.0 0.0 2.000 4.331 Vel = 2.90 T.37 5.28 0.0190 0.0 15.000 0.285 0.0 0.862 0.0 1.000 22.710 T.37 0.0 0.0 0.0 to 150.01.000 0.020 Vel = 2.90 H.16 5.28 0.0200 0.0 0.0 0.862 Utr 2.0 4.000 22.730 H.16 0.0 2.000 0.0 to 150.0 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 22.84428 to 150.0 0.0 2.000 Vel = 2.90 T.34 5.28 0.0191 0.0 13.000 0.248 0.0 5.640 23.092 T.34 5.25 1.054 to 150.0 0.0 0.0 0.0Vel = 3.87 T.33 10.53 0.0255 0.0 5.640 0.144 T.33 6.44 1.054 Utr 4.0 12.000 23.236 to 150.0 T 2.44 6.440 1.732 0.0621 0.0 18.440 1.146 Vel = 6.24 16.97 S.16.114 S.1 0.0 1.244 2E 3.443 100.000 2 4 114 ** Fixed Loss= 3 to 150.0 0.0 3.443 Vel = 4.48 MTR 16.97 0.0277 0.0 103.443 2.868 MTR 0.0 0.995 E 2.336 35.000 33.714 to 150.0 T 5.841 9.345 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 0.0 0.0 4.331 to 150.0 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 Final Calculations - Hazen-Williams Uponor Page 6 NW RIVER TERRACE One Head Calculation (H.9) Hyd. Qa Dia. Date 5/10/2017 RefRef. Di Fitting Pipe Pt . or Ftng's Pe Pt Qt Pf/Ft Eqv. Ln. Pvn ******* Total Pf Pn Notes ****** H.10 0.0 0.862 to Utr 2.0 9.000 16.606 150.0 0.0 H.8 5.37 0.0196 2.000 0.0 H.8 0.0 11.000 0.216 0.0 0.862 Vel = 2.95 Utr 2.0 7.000 16.822 to 150.0 H.6 5.37 0.0197 0.0 0.0 2.000 0.0 H.6 9.000 0.177 to 0.0 0.862 Utr 2.0 Vel = 2.95 150.0 9000 16.999 H.4 5.37 0.0197 0.0 2.000 0.0 H.4 0.0 0.862 0.0 11.000 0.217 Vel = 2.95 to Utb 17.0 1.000 17.216 T.19 150.0 5.37 0.0196 Utr 2.0 16.000 0.0 T.19 0.0 17.000 0.334 0.99 0.862 Utr 2.0 Vel = 2.95 to 150.0 15.140 17.550 T.24 6.36 0.0269 0.0 2.000 0.0 T.24 60.3608 0.86202 0.0 17.140 0.461 toUtb 17.0 18.485 Vel = 3.50 T.33 150.0 0.0 18.3 1 6.44 0.0275 14.000 4.331 0.0 0.0 32.485 0.894 Vel = 3.54 6.44 T.21 5.44 0.862 23.236 to Utr 2.0 1.000 K Factor= 1.34 150.0 0 0 10.073 H.7 5.57 0.0210 2000 0.0 H.7 0.0 3.000 0.063 to 0.0 0.862 Utr 2.0 Vel = 3.06 150.0 7.000 12.636 T.20 5.57 0.0211 0.0 2.000 4.331 T.20 0.0 9.000 0.190 to .0 0.862 Utr 2.0 5.000 Vel = 3.06 0 150.0 0 0 17.157 H.5 5.57 0.0210 2.000 0.0 H.5 0.0 7.000 0.147 to .0 0.862 Utr 2.0 4.000 Vel = 3.06 0 150.0 0 0 17.304 T.18 5.57 0.0210 2.000 0.0 T.18 .0 0.8622 0.0 6.000 0.126 toUtr 2.0 2.000 Vel = 3.06 150.0 0.0 17.030 1.17 5.57 0.0213 2000 0.0 0.0 T.17 _0 99 4.000 0.085 to 0.862 Utr 2.0 17.413 Vel = 3.06 150.0 Utb 17.0 17.015 1.22 4.58 0.0146 16.000 0.0 T.22 40.58 0.862010.0 33.413 0.489 toUtb 17.0 26.000 Vel = 2.52 150.0 18.004 1.34 5.26 0.0189 0.0 14.000 4.331 0.0 0.0 40.000 0.757 Vel = 2.89 5.26 0.862 23.092 K Factor= 1.09 T.17 0.99 to Utr 2.0 10.000 17.515 150.0 0.0 H.2 0.99 0.0008 2.000 0.0 H.2 0.0 0.806 0.0 12.000 0.010 to Utr 2.0 9.000 Vel = 0.54 150.0 0 0 17.525 H.1 0.99 0.0008 2000 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 n Page 7 Upo NW NW RIVER TERRACE-One Head Calculation (H.9 Date 5/10/2017 'Pt pt Pipe Notes Fitting Ptv "****** Y Qa Dia. Ftn 's Pe Hyd. or g Pn Ref. C Total Pf Point Qt PfIFt Eqv. Ln. Utr 2.0 10.000 17.534 H.1 0.0 0.862 0.0 2.000 0.0 Vel = 0.54 to 150.0 0 0 12.000 0.011 H.3 0.99 0.0009 4.000 17.545 0.0 0.862 Utr 2.0 0.5 H.3 0.0 2.000 Vel = 0.54 to 150.0 0 0 6.000 0.005 T.19 0.99 0.0008 0.0 0.99 8.000 17.881 to 17.550 K Factor= 0.24 2.80 0.862 Utr 2.0 0.0 10.000 2.000 0.0 T.31 150.0 0.0 0.059 Vel = 1.54 H.15 2.8 0.0059 12.000 17.940 7.0 to 0.0 0.862 Utb 10.0 14.000 0.0 H.15 150.0 Vel = 1.54 T.32 2.8 0.0059 0.0 26.000 0.154 2.80 0.0 7.000 17.951 to 18.094 K Factor= 0.66 2 1.62 0.862 Utr 2.0 0.0 79.000 2.000 0.0 T.29 150.0 0.0 0.019 Vel = 0.89 H.13 1.62 0.0021 2.000 17.970 0.0 0.862 Utr 2.0 2.000 0.0 H.13 150.0 0.0 0.008 Vel = 0.89 to 0.0 4.000 T.27 1.62 0.0020 .000 17.978 0.0 0.862 Utr 2.0 4 4.000 0.0 T.27 150.0 0.0 Vel = 0.89 to 0.0 6.000 0.013 T.23 1.62 0.0022 3.000 17.991 -0.95 0.862 2Utb 34.0 28.0003 0.0 T.23150.0 Vel = 0.37 to 0.0 31.000 0.013 T 22 0.67 0.0004 0.0 0.67 7.000 17.991 to 18.004 K Factor= 0.16 0.95 0.862 Utr 2.0 0.0 2.000 0.0 9.000 T.23 150.0 0.0 0.007 Vel = 0.52 H.11 0.95 0.0008 13.000 17.998 0.0 0.862 Utr 2.0 2.000 0.0 H.11 150.0 0.0 Vel = 0.52 to 0.0 15.000 0.012 T.25 0.95 0.0008 8.000 18.010 -0.09 0.862 Utr 2.0 2.000 8.0 T.25 150.0 0.0 Vel = 0.47 to 0.0 10.000 0.007 H.12 0.86 0.0007 .000 18.017 0.0 0.862 Utr 2.0 7 7.000 8.0 H.12 0.0 Vel = 0.47 to 150.0 0 0 9.000 0.006 T.28 0.86 0.0007 0.0 18.023 K Factor= 0.20 0.86 1.000 18.010 0.08 0.862 2Utb 34.0.0 28.000 0.0 T.25 Vel = 0.04 to 150.0 0 0 29.000 0.001 T.24 0.08 0.0 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) Paget8 Date 5/10/2017 Hyd. Qa Dia. Fitting Pipe •.C.. p Pt Pt Ref.Point or Ftng's Pe Pv ******* ****** Qt Pf/Ft Eqv. Ln. Total Pf Notes Pn 0.08 18.011 K Factor= 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECE' `., MAY 31 2017 CITY 01- f ilaA HD 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 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 Page 1 UN Date 5/10/2017 • NW RIVER TERRACE-Two Head Calculation (H.7 &H.8) HYDRAULIC DESIGN INFORMATION SHEET Date - 5/10/17 Name - NW RIVER TERRACE Location - TIGARD OR 97223 No. - 1 Building - RESIDENTIAL Systemytct - 19816F 023 Contractor - ALLIANCE PLUMBING DrawingCNN. - 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 Typestem M Listed Flow at Start Point - 13 Gpm System Listed Pres. at Start Point - 7.04 Psi (X) Wet( Deluge( ) Dry( ) PreAction D MAXIMUM LISTED SPACING 16 - x 16 Gpm m Sprinkler or Nozzle E Domestic Flow Added Gpm Make SENJU Model RC-RES S Additional Flow -Added K-Factor 4.9 I Elevation at Highest Outlet - 128 Feet Size Simpera1uree Rating 162 G Note: N Calculation Gpm Required 28.9544 Psi Required 47 .91 At Ref RefgPtuSTR150 Summary C-Factor Used: Overhead 150 W Water Flow Test: Pump Data:Rated Cap. A Date of Test - x 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 SupplyCurve C Uponor , NW RIVER TERRACE -Two Head Calculation (H.7& H.8) Page 2 Date 5/10/2017 City Water Supply: Cl -Static Pressure 52 Demand: D1 - Elevation : 12.127 C2- Residual Pressure: 47 C2 Residual Flow : 300 D2 - System Flow : 28.954 D2-System Pressure : 47.910 Hose ( Demand ) D3-System Demand : 28.954 Safety Margin : 4.023 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 Cl E 50 40 30 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 NPage 3 NWW Uponor TERRACE -Two Head Calculation (H.7 & H.8) Date 5/10/2017 Fitting Legend 1/2 3/4 1 11/4 11/2 2 2% 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 Abbrev. Name 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 GE 90'Generic td Elbowaly1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 5110 3 T Geneoc Gate Valve 3 4 5 6 8 10 12 15 17 20 25 330 335 550 660 771 881 091 0 101 121 0 T 90'Aq Flow tTe Tee 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 Utr � Aquapex Tee-Ru Branch 1 2 2 4 2 1 0 0 0 0 0 0 0 0 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) Paget4 Date 5/10/2017 SUPPLY ANALYSIS Node at Static Residual Source Pressure Pressure Available 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 T.20 118.0 13.0 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 H.6 118.0 15.95 11.14 H.4 118.0 T.19 118.0 11.82 T.24 12.83 118.0 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 Page 5 Uponor Date 5/10/2017 NW RIVER TERRACE-Two Head Calculation (H.7 &H.8) Hyd. Qa Dia. Fitting PipePt Pt Ref. Notes *"*'"" "C" or g's Pe Pv ******* 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 Vel = 5.09 T.20 9.25 0.0538 0.0 9.000 0.484 T.20 0.0 0.862 Utr 2.0 5.000 11.855 150.0 0.0 2.000 0.0 to H.5 9.25 0.0539 0.0 7.000 0.377 Vel = 5.09 0.0 0.862 Utr 2.0 4.000 12.232 H.5 0.0 2.000 0.0 to 150.0 T.18 9.25 0.0537 0.0 6.000 0.322 Vel = 5.09 0.0 0.862 Utr 2.0 2.000 12.554 T.18 0.0 2.000 0.0 to 150.0 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 12.769 150.0 Utb 17.0 16.000 0.0 Vel = 4.35 to 0.0 33.413 1.351 T 22 7.92 0.0404 T.22 1.06 0.862 Utb 17.0 26.000 14.120 to 150.0 0.0 14.000 4.331 Vel = 4.94 T.34 8.98 0.0509 0.0 40.000 2.035 T.34 8.97 1.054 0.0 5.640 20.486 150.0 0.0 0.0 0.0 to 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 20.875 150.0 T 2.44 6.440 1.732 to 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 Fixed Loss= 3 to 150.0 0.0 3.443 4.732 Vel** Fi7.64 MTR 28.95 0.0744 0.0 103.443 7.700 MTR 0.0 0.995 E 2.336 35.000 38.116 to 150.0 T 5.841 9.345 0.0 Vel = 11.95 STR 28.95 0.2209 G 1.168 44.345 9.794 0.0 47.910 K Factor= 4.18 28.95 3.75 0.862 Utr 2.0 1.000 7.040 H.7 0.0 2.000 0.0 to 150.0 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. 7 to 150.0 0.0 28.000 Vel = 5.43 T.31 9.87 0.0607 0.0 40.000 2.428 T.31 -4.66 0.862 Utr 2.0 7.000 13.829 150.0 0.0 2.000 0.0 to 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 Vel = 1.46 T.28 2.66 0.0054 0.0 34.000 0.182 T.28 1.65 0.862 Utr 2.0 1.000 14.178 to 150.0 0.0 2.000 0.0 Vel = 2.37 T.30 4.31 0.0130 0.0 3.000 0.039 T.30 0.0 0.862 Utr 2.0 2.000 14.217 0.0 2.000 0.0 to 150.00 0 4.000 0.052 Vel = 2.37 H.14 4.31 0.0130 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) Paget6 Date 5/10/2017 Hyd. Qa Dia. Fitting Pipe Pt "C" or Ref.Pointor Ftng's Pe Pv ******* ****** Qt Pf/Ft Eqv. Ln. Total Pf Notes Pn H.14 0.0 0.862 Utr 2.0 to 150.0 6.000 14.269 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 T 0.0 2.000 4.331 .37 8.98 0.0509 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 0.0 H.16 8.98 0.0510 0.0 1.000 H.16 0.051 Vel = 4.94 0.0 0.862 Utr 2.0 4.000 19.520 to 150.0 0.0 2.000 T.36 8.98 0.0508 0.0 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 T.34 8.98 0.0508 0.0 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 H.9 -0.175 Vel = 3.36 0.0 0.862 0.0 14.000 6.895 to 150.0 0.0 0.0 H.10 -6.12 -0.0250 4.331 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 H.8 -6.12 -0.0251 0.0 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 H.6 0.0 2.000 0.0 9.84 0.0602 0.0 9.000 0.542 Vel = 5.41 H.6 0.0 0.862 toUtr 2.0 9.000 11.142 150.0 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 toUtb 17.0 1.000 11.805 150.0 Utr 2.0 16.000 0.0 T.19 9.84 0.0603 0.0 17.000 1.19 1.32 0.862 1.025 Vel = 5.41 to Utr 2.0 15.140 12.830 150.0 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 toUtb 17.0 18.485 14.134 150.0 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 T.17 1.32 0.862 K Factor= 2.41 to Utr 2.0 10.000 12.769 150.0 0.0 2.000 0.0 H.2 1.32 0.0015 0.0 12.000 H.2 0.018 Vel = 0.73 0.0 0.862 Utr 2.0 9.000 12.787 to 150.0 0.0 2.000 H.1 1.32 0.0015 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 Page 7/10/2017 NW RIVER TERRACE-Two Head Calculation (H.7 & H.8) Hyd. Qa Dia. Fitting PipePt Pt ****** ..C.. or g's Pe Pv ******* Notes Ref. Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.1 0.0 0.862 Utr 2.0 10.000 12.803 150.0 0.0 2.000 0.0 to Vel = 0.73 H.3 1.32 0.0015 0.0 12.000 0.018 0.0 0.862 Utr 2.0 4.000 12.821 H.3 0.0 2.000 0.0 to 150.0 0 0 6.000 0.009 Vel = 0.73 T.19 1.32 0.0015 0.0 12.830 K Factor= 0.37 1.32 2 Utr 2.0 8.000 13.829 4.66 0.86 T.31 0 0 2.000 0.0 to 150.0 H.15 4.66 0.0151 0.0 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 Vel = 2.56 T.32 4.66 0.0152 0.0 26.000 0.394 0.0 14.374 K Factor= 1.23 4.66 T.29 2.55 0.862 Utr 2.0 7.000 13.996 to 150.0 0.0 2.000 Vel = 1.40 0.0 9.000 0.045 H.13 2.55 0.0050 2 Utr 2.0 2.000 14.041 0.0 0.86 H.13 0 0 to 150.0 2.000 0.0 T.27 2.55 0.0048 0.0 4.000 0.019 Vel = 1.40 Utr 2.0 4.000 14.060 T.27 0.0 0.862 to 150.0 0.0 2.000 0.0 Vel = 1.40 0.0 6.000 0.030 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 0.0 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 Vel = 0.82 to 150.0 H.11 1.5 0.0019 0.0 9.000 0.017 H.11 0.0 0.862 Utr 2.0 13.000 14.107 to 150.0 0.0 2.000 Vel = 0.82 T.25 1.5 0.0019 0.0 15.000 0.028 Utr 2.0 8.000 14.135 to 150.0 T.25 0.16 0.862 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 0.0 2.000 0.0 to 150.00.0 9.000 0.020 Vel = 0.91 T.28 1.66 0.0022 0.0 14.178 K Factor= 0.44 1.66 T.24 0.15 0.862 2Utb 34.0 1.000 14.134 150.0 0.0 28.000 0.0 Vel = 0.08 to 0.0 29.000 0.001 T.25 0.15 0.0 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 5/10/2017 RefHy . Qa Dia. Fitting Pipe Pt Pt 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