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Report (85)
/-r-s 2/? o�/cp-. 1 3/ /he GA- 45—t" 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: Rea. No. 113889 RECENFD JUL 5 2017 CITY OF TIGARD BUILDING DIVI3I N 1 1 i 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.10) Drawing : RESIDENTIAL Location : BUILDINGS 3&4 UNIT E-7 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 031 Data File : 19816F 031 NW River Terr Bldgs 3&4, 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.10) 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 031 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 - 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 10 Psi Required 26.15 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 Page 2 NW RIVER TERRACE - One Head Calculation (H.10) Date 6/22/2017 City Water Supply: Demand: Cl -Static Pressure : 45 D1 - Elevation : 12.127 C2 - Residual Pressure: 40 D2 -System Flow : 9.997 C2 - Residual Flow : 300 D2 -System Pressure : 26.147 Hose ( Demand ) D3-System Demand : 9.997 Safety Margin : 18.844 150 140 :• 130 p 120 R 110 E 100 S 90 S 80 U 70 R60 E 50 o Cl C2 40 m _ 30 D2 cf./ 20 i D 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.10) Date 6/22/2017 Fitting Legend Abbrev. Name % % 1 1'% 1'/2 2 21/2 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 -One Head Calculation (H.10) 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 44.991 10.0 26.147 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 128.0 3.7 7.3 10.0 T.23 128.0 7.59 T.33 118.0 12.1 H.14 108.0 16.45 T.25 108.0 16.46 T.28 108.0 16.48 T.37 108.0 16.8 T.36 108.0 16.81 S.1 104.0 18.97 MTR 100.0 24.78 STR 100.0 26.15 H.9 128.0 7.48 T.24 128.0 7.58 T.34 118.0 12.12 T.40 108.0 16.6 H.18 108.0 16.62 T.39 108.0 16.68 H.11 118.0 11.93 H.8 118.0 11.96 H.6 118.0 11.99 H.4 118.0 12.02 T.20 118.0 12.08 H.7 118.0 11.94 T.22 118.0 11.99 H.5 118.0 12.03 T.21 118.0 12.06 T.27 108.0 16.5 T.19 118.0 12.06 H.2 118.0 12.07 H.1 118.0 12.07 H.3 118.0 12.08 H.17 118.0 12.11 T.35 108.0 16.44 H.16 108.0 16.45 T.32 108.0 16.46 T.30 108.0 16.46 H.15 108.0 16.46 T.26 108.0 16.47 H.13 108.0 16.46 H.12 108.0 16.46 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.10) 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 5.11 0.862 Utr 2.0 14.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 T.23 5.11 0.0179 0.0 16.000 0.287 Vel = 2.81 T.23 -2.77 0.862 2Utb 34.0 15.000 7.587 to 150.0 0.0 28.000 4.331 T.33 2.34 0.0042 0.0 43.000 0.182 Vel = 1.29 T.33 -1.31 0.862 Utr 2.0 15.000 12.100 to 150.0 0.0 2.000 4.331 H.14 1.03 0.0009 0.0 17.000 0.016 Vel = 0.57 H.14 0.0 0.862 Utr 2.0 14.000 16.447 to 150.0 0.0 2.000 0.0 T.25 1.03 0.0009 0.0 16.000 0.015 Vel = 0.57 T.25 -0.37 0.862 2Utb 34.0 5.000 16.462 to 150.0 0.0 28.000 0.0 T.28 0.66 0.0004 0.0 33.000 0.013 Vel = 0.36 T.28 2.47 0.862 Utb 17.0 30.000 16.475 to 150.0 0.0 14.000 0.0 T.37 3.13 0.0073 0.0 44.000 0.320 Vel = 1.72 T.37 3.62 1.054 0.0 1.000 16.795 to 150.0 0.0 0.0 0.0 T.36 6.75 0.0110 0.0 1.000 0.011 Vel = 2.48 T.36 3.25 1.054 Utr 4.0 12.000 16.806 to 150.0 T 2.44 6.440 1.732 S.1 10.0 0.0234 0.0 18.440 0.431 Vel = 3.68 S.1 0.0 1.244 2E 3.443 100.000 18.969 to 150.0 0.0 3.443 4.732 ** Fixed Loss = 3 MTR 10.0 0.0104 0.0 103.443 1.077 Vel = 2.64 MTR 0.0 0.995 E 2.336 35.000 24.778 to 150.0 T 5.841 9.345 0.0 STR 10.0 0.0309 G 1.168 44.345 1.369 Vel = 4.13 0.0 10.00 26.147 K Factor= 1.96 H.10 4.89 0.862 Utr 2.0 9.000 7.300 to 150.0 0.0 2.000 0.0 H.9 4.89 0.0165 0.0 11.000 0.182 Vel = 2.69 H.9 0.0 0.862 Utr 2.0 4.000 7.482 to 150.0 0.0 2.000 0.0 T.24 4.89 0.0165 0.0 6.000 0.099 Vel = 2.69 T.24 -1.87 0.862 Utr 2.0 15.000 7.581 to 150.0 Utb 17.0 16.000 4.331 T.34 3.02 0.0068 0.0 31.000 0.211 Vel = 1.66 T.34 0.60 0.862 Utr 2.0 13.000 12.123 to 150.0 0.0 2.000 4.331 T.40 3.62 0.0095 0.0 15.000 0.142 Vel = 1.99 T.40 0.0 0.862 0.0 3.000 16.596 to 150.0 0.0 0.0 0.0 H.18 3.62 0.0093 0.0 3.000 0.028 Vel = 1.99 1 H.18 0.0 0.862 Utr 2.0 4.000 16.624 to 150.0 0.0 2.000 0.0 T.39 3.62 0.0095 0.0 6.000 0.057 Vel = 1.99 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.10) 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 T.39 0.0 0.862 Utr 2.0 10.000 16.681 to 150.0 0.0 2.000 0.0 T.37 3.62 0.0095 0.0 12.000 0.114 Vel = 1.99 0.0 3.62 16.795 K Factor= 0.88 T.24 1.86 0.862 0.0 7.000 7.581 to 150.0 0.0 0.0 4.331 H.11 1.86 0.0029 0.0 7.000 0.020 Vel = 1.02 H.11 0.0 0.862 Utr 2.0 9.000 11.932 to 150.0 0.0 2.000 0.0 H.8 1.86 0.0027 0.0 11.000 0.030 Vel = 1.02 H.8 0.0 0.862 Utr 2.0 7.000 11.962 to 150.0 0.0 2.000 0.0 H.6 1.86 0.0028 0.0 9.000 0.025 Vel = 1.02 H.6 0.0 0.862 Utr 2.0 9.000 11.987 to 150.0 0.0 2.000 0.0 H.4 1.86 0.0028 0.0 11.000 0.031 Vel = 1.02 H.4 0.0 0.862 Utb 17.0 6.000 12.018 to 150.0 Utr 2.0 16.000 0.0 T.20 1.86 0.0028 0.0 22.000 0.061 Vel = 1.02 T.20 0.61 0.862 Utr 2.0 12.000 12.079 to 150.0 0.0 2.000 4.331 T.28 2.47 0.0046 0.0 14.000 0.065 Vel = 1.36 0.0 2.47 16.475 K Factor= 0.61 T.23 2.77 0.862 Utr 2.0 2.000 7.587 to 150.0 0.0 2.000 4.331 H.7 2.77 0.0058 0.0 4.000 0.023 Vel = 1.52 H.7 0.0 0.862 Utr 2.0 7.000 11.941 to 150.0 0.0 2.000 0.0 T.22 2.77 0.0058 0.0 9.000 0.052 Vel = 1.52 T.22 0.0 0.862 Utr 2.0 5.000 11.993 to 150.0 0.0 2.000 0.0 H.5 2.77 0.0059 0.0 7.000 0.041 Vel = 1.52 H.5 0.0 0.862 Utr 2.0 3.000 12.034 to 150.0 0.0 2.000 0.0 T.21 2.77 0.0056 0.0 5.000 0.028 Vel = 1.52 T.21 -0.61 0.862 Utr 2.0 12.000 12.062 to 150.0 Utb 17.0 16.000 4.331 T.27 2.16 0.0037 0.0 28.000 0.103 Vel = 1.19 T.27 1.09 0.862 Utb 17.0 26.000 16.496 to 150.0 0.0 14.000 0.0 T.36 3.25 0.0078 0.0 40.000 0.310 Vel = 1.79 0.0 3.25 16.806 K Factor= 0.79 T.21 0.60 0.862 Utr 2.0 1.000 12.062 to 150.0 0.0 2.000 0.0 T.19 0.6 0.0007 0.0 3.000 0.002 Vel = 0.33 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.10) 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 T.19 0.0 0.862 Utr 2.0 14.000 12.064 to 150.0 0.0 2.000 0.0 H.2 0.6 0.0003 0.0 16.000 0.005 Vel = 0.33 H.2 0.0 0.862 Utr 2.0 11.000 12.069 to 150.0 0.0 2.000 0.0 H.1 0.6 0.0004 0.0 13.000 0.005 Vel = 0.33 H.1 0.0 0.862 Utr 2.0 11.000 12.074 to 150.0 0.0 2.000 0.0 H.3 0.6 0.0003 0.0 13.000 0.004 Vel = 0.33 H.3 0.0 0.862 Utr 2.0 1.000 12.078 to 150.0 0.0 2.000 0.0 T.20 0.6 0.0003 0.0 3.000 0.001 Vel = 0.33 0.0 0.60 12.079 K Factor= 0.17 T.33 1.30 0.862 Utr 2.0 6.000 12.100 to 150.0 0.0 2.000 0.0 H.17 1.3 0.0015 0.0 8.000 0.012 Vel = 0.71 H.17 0.0 0.862 0.0 1.000 12.112 to 150.0 0.0 0.0 4.331 T.35 1.3 0.0010 0.0 1.000 0.001 Vel = 0.71 T.35 -0.70 0.862 2Utb 34.0 1.000 16.444 to 150.0 0.0 28.000 -4.331 T.34 0.6 0.0003 0.0 29.000 0.010 Vel = 0.33 0.0 0.60 12.123 K Factor= 0.17 T.35 0.71 0.862 Utr 2.0 11.000 16.444 to 150.0 0.0 2.000 0.0 H.16 0.71 0.0005 0.0 13.000 0.006 Vel = 0.39 H.16 0.0 0.862 Utr 2.0 17.000 16.450 to 150.0 0.0 2.000 0.0 T.32 0.71 0.0005 0.0 19.000 0.009 Vel = 0.39 T.32 0.0 0.862 Utr 2.0 2.000 16.459 to 150.0 0.0 2.000 0.0 T.30 0.71 0.0005 0.0 4.000 0.002 Vel = 0.39 T.30 0.0 0.862 Utr 2.0 2.000 16.461 to 150.0 0.0 2.000 0.0 H.15 0.71 0.0002 0.0 4.000 0.001 Vel = 0.39 H.15 0.0 0.862 Utr 2.0 7.000 16.462 to 150.0 0.0 2.000 0.0 T.26 0.71 0.0006 0.0 9.000 0.005 Vel = 0.39 T.26 0.37 0.862 2Utb 34.0 1.000 16.467 to 150.0 0.0 28.000 0.0 T.27 1.08 0.0010 0.0 29.000 0.029 Vel = 0.59 0.0 1.08 16.496 K Factor= 0.27 T.25 0.37 0.862 Utr 2.0 8.000 16.462 to 150.0 0.0 2.000 0.0 H.13 0.37 0.0001 0.0 10.000 0.001 Vel = 0.20 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.10) 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.13 0.0 0.862 Utr 2.0 9.000 16.463 to 150.0 0.0 2.000 0.0 H.12 0.37 0.0002 0.0 11.000 0.002 Vel = 0.20 H.12 0.0 0.862 Utr 2.0 12.000 16.465 to 150.0 0.0 2.000 0.0 T.26 0.37 0.0001 0.0 14.000 0.002 Vel = 0.20 0.0 0.37 16.467 K Factor= 0.09 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: Req. No. 113889 EId„ y „ JUL 5 2017 Ci TY or.. t yr { • L.s"...' k..., 'tG D I ;"z I I rvik AquaSAFETM FIRE SAFETY SYSTEM r . OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : NW RIVER TERRACE -Two Head Calculation (H.10& H.9) Drawing : RESIDENTIAL Location : BUILDINGS 3 &4 UNIT E-7 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 031 Data File : 19816F 031 NW River Terr Bldgs 3&4, 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.10& H.9) 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 031 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 20.0005 Psi Required 35.47 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 Page 2 NW RIVER TERRACE-Two Head Calculation (H.10& H.9) Date 6/22/2017 City Water Supply: Demand: Cl - Static Pressure : 45 D1 - Elevation : 12.127 C2 - Residual Pressure: 40 D2-System Flow : 20 C2- Residual Flow : 300 D2 - System Pressure : 35.474 Hose ( Demand ) D3 - System Demand : 20 Safety Margin : 9.493 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 Cl 40 2 _ o C2 30 r 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.10& H.9) Date 6/22/2017 Fitting Legend Abbrev. Name '/2 3 1 1% 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.10& H.9) 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 20.0 35.474 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 128.0 3.7 7.3 10.0 T.23 128.0 8.12 T.33 118.0 12.96 H.14 108.0 17.35 T.25 108.0 17.4 T.28 108.0 17.45 T.37 108.0 18.59 T.36 108.0 18.63 S.1 104.0 21.92 MTR 100.0 30.53 STR 100.0 35.47 H.9 128.0 3.7 7.31 10.0 T.24 128.0 7.76 T.34 118.0 13.01 T.40 108.0 17.86 H.18 108.0 17.96 T.39 108.0 18.17 H.11 118.0 12.18 H.8 118.0 12.32 H.6 118.0 12.44 H.4 118.0 12.59 T.20 118.0 12.88 H.7 118.0 12.51 T.22 118.0 12.66 H.5 118.0 12.77 T.21 118.0 12.86 T.27 108.0 17.53 T.19 118.0 12.86 H.2 118.0 12.86 H.1 118.0 12.87 H.3 118.0 12.87 H.17 118.0 12.99 T.35 108.0 17.33 H.16 108.0 17.35 T.32 108.0 17.39 T.30 108.0 17.4 H.15 108.0 17.4 T.26 108.0 17.42 H.13 108.0 17.41 H.12 108.0 17.41 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.10 & H.9) 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 8.98 0.862 Utr 2.0 14.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 T.23 8.98 0.0509 0.0 16.000 0.815 Vel = 4.94 T.23 -4.86 0.862 2Utb 34.0 15.000 8.115 to 150.0 0.0 28.000 4.331 T.33 4.12 0.0121 0.0 43.000 0.519 Vel = 2.27 T.33 -2.11 0.862 Utr 2.0 15.000 12.965 to 150.0 0.0 2.000 4.331 H.14 2.01 0.0032 0.0 17.000 0.054 Vel = 1.11 H.14 0.0 0.862 Utr 2.0 14.000 17.350 to 150.0 0.0 2.000 0.0 T.25 2.01 0.0032 0.0 16.000 0.051 Vel = 1.11 T.25 -0.75 0.862 2Utb 34.0 5.000 17.401 to 150.0 0.0 28.000 0.0 T.28 1.26 0.0014 0.0 33.000 0.045 Vel = 0.69 T.28 4.99 0.862 Utb 17.0 30.000 17.446 to 150.0 0.0 14.000 0.0 T.37 6.25 0.0260 0.0 44.000 1.146 Vel = 3.44 T.37 7.31 1.054 0.0 1.000 18.592 to 150.0 0.0 0.0 0.0 T.36 13.56 0.0410 0.0 1.000 0.041 Vel = 4.99 T.36 6.44 1.054 Utr 4.0 12.000 18.633 to 150.0 T 2.44 6.440 1.732 S.1 20.0 0.0842 0.0 18.440 1.553 Vel = 7.35 S.1 0.0 1.244 2E 3.443 100.000 21.918 to 150.0 0.0 3.443 4.732 ** Fixed Loss= 3 MTR 20.0 0.0375 0.0 103.443 3.883 Vel = 5.28 MTR 0.0 0.995 E 2.336 35.000 30.533 to 150.0 T 5.841 9.345 0.0 STR 20.0 0.1114 G 1.168 44.345 4.941 Vel = 8.25 0.0 20.00 35.474 K Factor= 3.36 H.10 1.02 0.862 Utr 2.0 9.000 7.300 to 150.0 0.0 2.000 0.0 H.9 1.02 0.0009 0.0 11.000 0.010 Vel = 0.56 H.9 10.00 0.862 Utr 2.0 4.000 7.310 K Factor= 3.70 to 150.0 0.0 2.000 0.0 T.24 11.02 0.0743 0.0 6.000 0.446 Vel = 6.06 T.24 -4.32 0.862 Utr 2.0 15.000 7.756 to 150.0 Utb 17.0 16.000 4.331 T.34 6.7 0.0297 0.0 31.000 0.920 Vel = 3.68 T.34 0.61 0.862 Utr 2.0 13.000 13.007 to 150.0 0.0 2.000 4.331 T.40 7.31 0.0348 0.0 15.000 0.522 Vel = 4.02 T.40 0.0 0.862 0.0 3.000 17.860 to 150.0 0.0 0.0 0.0 H.18 7.31 0.0350 0.0 3.000 0.105 Vel = 4.02 H.18 0.0 0.862 Utr 2.0 4.000 17.965 to 150.0 0.0 2.000 0.0 T.39 7.31 0.0348 0.0 6.000 0.209 Vel = 4.02 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.10 & H.9) 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 T.39 0.0 0.862 Utr 2.0 10.000 18.174 to 150.0 0.0 2.000 0.0 T.37 7.31 0.0348 0.0 12.000 0.418 Vel = 4.02 0.0 7.31 18.592 K Factor= 1.70 T.24 4.32 0.862 0.0 7.000 7.756 to 150.0 0.0 0.0 4.331 H.11 4.32 0.0131 0.0 7.000 0.092 Vel = 2.37 H.11 0.0 0.862 Utr 2.0 9.000 12.179 to 150.0 0.0 2.000 0.0 H.8 4.32 0.0132 0.0 11.000 0.145 Vel = 2.37 H.8 0.0 0.862 Utr 2.0 7.000 12.324 to 150.0 0.0 2.000 0.0 H.6 4.32 0.0131 0.0 9.000 0.118 Vel = 2.37 H.6 0.0 0.862 Utr 2.0 9.000 12.442 to 150.0 0.0 2.000 0.0 H.4 4.32 0.0131 0.0 11.000 0.144 Vel = 2.37 H.4 0.0 0.862 Utb 17.0 6.000 12.586 to 150.0 Utr 2.0 16.000 0.0 T.20 4.32 0.0131 0.0 22.000 0.289 Vel = 2.37 T.20 0.67 0.862 Utr 2.0 12.000 12.875 to 150.0 0.0 2.000 4.331 T.28 4.99 0.0171 0.0 14.000 0.240 Vel = 2.74 0.0 4.99 17.446 K Factor= 1.19 T.23 4.86 0.862 Utr 2.0 2.000 8.115 to 150.0 0.0 2.000 4.331 H.7 4.86 0.0165 0.0 4.000 0.066 Vel = 2.67 H.7 0.0 0.862 Utr 2.0 7.000 12.512 to 150.0 0.0 2.000 0.0 T.22 4.86 0.0163 0.0 9.000 0.147 Vel = 2.67 T.22 0.0 0.862 Utr 2.0 5.000 12.659 to 150.0 0.0 2.000 0.0 H.5 4.86 0.0163 0.0 7.000 0.114 Vel = 2.67 H.5 0.0 0.862 Utr 2.0 3.000 12.773 to 150.0 0.0 2.000 0.0 T.21 4.86 0.0164 0.0 5.000 0.082 Vel = 2.67 T.21 -0.67 0.862 Utr 2.0 12.000 12.855 to 150.0 Utb 17.0 16.000 4.331 T.27 4.19 0.0124 0.0 28.000 0.347 Vel = 2.30 T.27 2.25 0.862 Utb 17.0 26.000 17.533 to 150.0 0.0 14.000 0.0 T.36 6.44 0.0275 0.0 40.000 1.100 Vel = 3.54 0.0 6.44 18.633 K Factor= 1.49 T.21 0.67 0.862 Utr 2.0 1.000 12.855 to 150.0 0.0 2.000 0.0 T.19 0.67 0.0003 0.0 3.000 0.001 Vel = 0.37 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.10 & H.9) 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 T.19 0.0 0.862 Utr 2.0 14.000 12.856 to 150.0 0.0 2.000 0.0 H.2 0.67 0.0004 0.0 16.000 0.007 Vel = 0.37 H.2 0.0 0.862 Utr 2.0 11.000 12.863 to 150.0 0.0 2.000 0.0 H.1 0.67 0.0004 0.0 13.000 0.005 Vel = 0.37 H.1 0.0 0.862 Utr 2.0 11.000 12.868 to 150.0 0.0 2.000 0.0 H.3 0.67 0.0005 0.0 13.000 0.006 Vel = 0.37 H.3 0.0 0.862 Utr 2.0 1.000 12.874 to 150.0 0.0 2.000 0.0 T.20 0.67 0.0003 0.0 3.000 0.001 Vel = 0.37 0.0 0.67 12.875 K Factor= 0.19 T.33 2.11 0.862 Utr 2.0 6.000 12.965 to 150.0 0.0 2.000 0.0 H.17 2.11 0.0035 0.0 8.000 0.028 Vel = 1.16 H.17 0.0 0.862 0.0 1.000 12.993 to 150.0 0.0 0.0 4.331 T.35 2.11 0.0040 0.0 1.000 0.004 Vel = 1.16 T.35 -0.61 0.862 Utr 2.0 11.000 17.328 to 150.0 0.0 2.000 0.0 H.16 1.5 0.0018 0.0 13.000 0.024 Vel = 0.82 H.16 0.0 0.862 Utr 2.0 17.000 17.352 to 150.0 0.0 2.000 0.0 T.32 1.5 0.0018 0.0 19.000 0.035 Vel = 0.82 T.32 0.0 0.862 Utr 2.0 2.000 17.387 to 150.0 0.0 2.000 0.0 T.30 1.5 0.0020 0.0 4.000 0.008 Vel = 0.82 T.30 0.0 0.862 Utr 2.0 2.000 17.395 to 150.0 0.0 2.000 0.0 H.15 1.5 0.0018 0.0 4.000 0.007 Vel = 0.82 H.15 0.0 0.862 Utr 2.0 7.000 17.402 to 150.0 0.0 2.000 0.0 T.26 1.5 0.0019 0.0 9.000 0.017 Vel = 0.82 T.26 0.75 0.862 2Utb 34.0 1.000 17.419 to 150.0 0.0 28.000 0.0 T.27 2.25 0.0039 0.0 29.000 0.114 Vel = 1.24 0.0 2.25 17.533 K Factor= 0.54 T.35 0.61 0.862 2Utb 34.0 1.000 17.328 to 150.0 0.0 28.000 -4.331 T.34 0.61 0.0003 0.0 29.000 0.010 Vel = 0.34 0.0 0.61 13.007 K Factor= 0.17 T.25 0.74 0.862 Utr 2.0 8.000 17.401 to 150.0 0.0 2.000 0.0 H.13 0.74 0.0005 0.0 10.000 0.005 Vel = 0.41 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.10 & H.9) 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.13 0.0 0.862 Utr 2.0 9.000 17.406 to 150.0 0.0 2.000 0.0 H.12 0.74 0.0005 0.0 11.000 0.006 Vel = 0.41 H.12 0.0 0.862 Utr 2.0 12.000 17.412 to 150.0 0.0 2.000 0.0 T.26 0.74 0.0005 0.0 14.000 0.007 Vel = 0.41 0.0 0.74 17.419 K Factor= 0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087