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Uponor Page 1 RIVER TERRACE EAST TH-One Head Calculation (H.9) Date 12/6/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE EAST TH Date - 12/4/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 036 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 - 129 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 62.67 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) - 100 Elev. R Residual (Psi) - 95 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 RIVER TERRACE EAST TH-One Head Calculation (H.9) Page 2 Date 12/6/2017 City Water Supply: Cl -Static Pressure : 100 Demand: C2-Residual Pressure: 95 D1 -Elevation : 12.560 C2- Residual Flow : 300 D2-System Flow : 16.974 D2-System Pressure : 62.670 Hose (Demand) D3-System Demand : 16.974 Safety Margin : 37.306 150 140 130 p 120 R 110 Cl E 100 ' C2 _ S 90 e 5 80 U 70 D2 R 60 E 50 40 30 20 10 D1 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 Page 3 Uponor Page 32/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H.9) Fitting Legend Abbrev. Name 1/2 ' 1 1% 11/2 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 TG 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 2127 14 9 22 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 RIVER TERRACE EAST TH-One Head Calculation (H.9) Page 4 Date 12/6/2017 SUPPLYANALYS/S Node at Static Residual Source Pressure Pressure Available F/ow Pressure Total Demand Required Pressure SIR 100.0 95 300.0 99.975 16.97 62.67 NODE ANALYSIS Pressure Discharge Node Ta g Elevation Node Type at Node at Node Notes H.9 129.0 4.9 12 T.21 129.0 16.97 H.7 129.0 17.17.0 T.20 129.0 17.67 H.5 18. 1 129.0 18.1 T.18 129.0 18.26 T.17 129.0 18.82 T.22 119.0 23.47 T.32 109.0 28.95 T.31 109.0 S.1 104.0 33 2. 1 .7 PRV 100.0 9 MTR 100.0 49.66 1 59.02 STR 100.0 62.67 H.10 129.0 13.46 H.8 129.0 14.6 H.6 129.0 15.54 H.4 129.0 16.68 T.19 129.0 18.76 T.24 119.0 23.56 T.29 119.0 21.96 H.15 119.0 22.75 T.30 119.0 23.61 T.35 109.0 28.09 H.16 109.0 28.2 T.34 109.0 28.44 H.13 119.0 22.71 T.27 119.0 22.82 T.23 119.0 23.45 H.11 119.0 23.5 T.25 119.0 23.56 H.12 119.0 23.58 T.28 119.0 23.6 H.14 119.0 23.6 H.3 129.0 18.77 H.1 129.0 18.78 H.2 129.0 18.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , Final Calculations - Hazen-Williams Page 5 Uponor Page 52/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H.9) Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ****** „C.. or Ftng's Pe ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.9 10.14 0.671 Utb 17.0 5.000 12.000 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 Vel 9.20 0.0 24.000 5.185 T.21--- - -.10.14 --..0.2160__._---_- ---- T.21 -6.86 0.671 Utb 17.0 1.000 17.185 to 150.0 0.0 17.000 0.0 Vel= 2.98 H.7 3.28 0.0268 0.0 18.000 0.482 - H.7 0.0 0.671 Utr 2.0 7.000 17.667 150.0 0.0 2.000 0.0 Vel= 2.98 to 0.0 9.000 0.242 T.20 3.28 0.0269 T.20 0.0 0.671 Utr 2.0 5.000 17.909 to 150.0 0.0 2.000 0.0 Vel= 2.98 0.0 7.000 0.187 H.5 3.28 0.0267 --- -- - H.5 0.0 0.671 Utr 2.0 4.000 18.096 to 150.0 0.0 2.000 0.0 2.98 T.18 -_-- 3.28 0.0268 --_ -- - 0.0 6.000 0.161 Vel -- -- --- T.18 0.0 0.671 Utr 2.0 2.000 18.257 to 150.0 Utb 17.0 19.000 0.0 Vel= 2.98 T.17 3.28 0.0268 0.0 21.000 0.563 T.17 0.56 0.862 Utb 17.0 16.413 18.820 to 150.0 0.0 14.000 4.331 V = 2.11 T.22 -- -_-3.84.-- 0.0106 el 0.0 30.413 0.323 el ..-- - -- ---- T.22 2.64 0.862 Utb 17.0 27.000 23.474 to 150.0 0.0 14.000 4.331 Vel = 3.56 T.32 6.48 0.0279 0.0 41.000 1.142 T.32 4.02 1.054 0.0 5.640 28.947 150.0 0.0 0.0 0.0 to T.31 10.5 0.0255 0.0 5.640 0.144 Vel= 3.86 T.31 6.47 1.054 Utr 4.0 17.000 29.091 150.0 T 2.44 6.440 2.166 Vel = 6.24 to 0.0 23.440 1.456 S.1 16.97 0.0621 S.1 0.0 1.054 2E 2.44 1.000 32.713 ** Fixed Loss= 15 to 150.0 0.0 2.440 16.732 el= 6.24- -- ---- -- 0.0 3.440 0.214 Vel PRV -- -16.97 0.0622 --_- --_ PRV 0.0 1.054 2E 2.44 100.000 49.659 0.0 2.440 3.000 ** Fixed Loss= 3 150.0Vel6.24 to MTR 16.97 0.0621 0.0 102.440 6.364 MTR 0.0 0.995 E 2.336 35.000 59.023 to 150.0 T 5.841 9.345 0.0 = 7.00 STR 16.97 0.0822 G 1.168 44.345 3.647 Vel l 0.0 62.670 KFactor= 2.14 16.97 H.9 6.83 0.671 0.0 14.000 12.000 0.0 0.0 0.0 to 150.00.0 14.000 1.457 Vel = 6.20 H.10 6.83 0.1041 H.10 0.0 0.671 Utr 2.0 9.000 13.457 to 150.0 0.0 2.000 0.0 H.80.0 11.000 1.144 Vel = 6.20 6.83 - 0.1040---_---- -- H.8 0.0 0.671 Utr 2.0 7.000 14.601 to 150.0 0.0 2.000 0.0 Vel = 6.20 H.6 6.83 0.1041 0.0 9.000 0.937 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor RIVER TERRACE EAST TH-One Head Calculation (H.9) Paget6 Date 12/6/2017 Ref.HyQa Dia. Fitting Pipe Pt Pt Pointor Ftng's Pe Pv ******* ****** Qt Pf/Ft Eqv. Ln. Total Pf Notes Pn H.6 0.0 0.671 Utr 2.0 9.000 15.538 to 150.0 0.0 2.000 H.4 6.83 0.1040 0.0 0.0 11.000 1.144 Vel = 6.20 H.4 0.0 0.671 Utb 17.0 1.000 16.682 3333-3333-- t 0 150.0 Utr 2.0 19.000 T.19 6.83 0.1040 0.0 0.0 20.000 2.081 - -- --- - --------3333- - Vel= 6.20 T.19 -0.56 0.862 Utr 2.0 15.609 18.763 to 150.0 0.0 2.000 1.24 6.27 0.0262 4.331 0.0 17.609 0.462 Vel = 3.45 T.24 0.20 0.862 2Utb 34.0 15.344 23.556 to 150.0 T.31 0.0 28.000 4.331 6.47 0.0278 0.0 43.344 1.204 0.0 Vel= 3.56 6.47 29.091 T.21 6.86 0.862 K Factor= 1.20 to 0.0 14.371 17.185 150.0 0.0 0.0 4.331 T.29 6.86 0.0309 0.0 14.371 - --------- ------ -----------_33333333-- 0.444 T.29 -3.41 0.671 Vel= 3.77 Utb 17.0 8.000 21.960 ----3333-- ----- - to 150.0 Utr 2.0 19.000 0.0 H.15 3.45 0.0294 0.0 27.000 H.15 0.794 Vel= 3.13 0.0 0.671 Utb 17.0 12.000 22.754 to 150.0 0.0 17.000 0.0 T.30 3.45 0.0294 0.0 29.000 0.853 Vel= 3.13 T.30 0.57 0.862 - -- to 0.0 13.000 23.607 150.0 0.0 0.0 4.331 T.35 4.02 0.0115 0.0 13.000 T.35 0.150 Vel= 2.21 0.0 0.671 Utr 2.0 1.000 28.088 to 150.0 0.0 2.000 H.16 4.02 0.0390 0.0 - - 3.000.0 •0 0.117 Vel= 3.65 H.16 0.0 0.671 Utr 2.0 4.000 28.205 to 150.0 0.0 2.000 T.34 4.02 0.0392 0.0 0.0 6.000 0.235 Vel= 3.65 T.34 0.0 0.671 Utr 2.0 11.000 28.440 to 150.0 0.0 2.000 T.32 4.02 0.0390 0.0 32 .0 0.0 13.000 0.507 0.0 Vel= 3.65 -3333-- 4.02 28.947 K Factor= 0.75 T.29 3.41 0.671 toUtb 17.0 9.000 21.960 150.0 0.0 17.000 0.0 H.13 3.41 0.0287 0.0 26.000 0.746 H.13 0.0 0.671 Utr 2.0 2.000 22.706 Vel= 3.09 to 150.0 0.0 2.000 T.27 3.41 0.0288 0.00.0 4.000 0.115 Vel= 3.09 T.27 0.0 0.671 Utr 2.0 3.000 22.821 to 150.0 Utb 17.0 19.000 0.0 T.23 3.41 0.0287 0.0 22.000 0.632 Vel= 3.09 T.23 -2.64 0.671 toUtb 17.0 7.000 23.453 150.0 0.0 17.000 0.0 H.11 0.77 0.0018 0.0 24.000 0.044 Vel= 0.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 7 Uponor Page 72/6/2017 RIVER TERRACE EAST TH -One Head Calculation (H.9) Dia. Fitting Pipe Pt Pt ****** Red. Qa Pv ******* Notes „C„ or Ftng's Pe Ref. Pn Point Qt Pf/Ft Eqv. Ln. Total Pf H.11 0.0 0.671 Utb 17.0 13.000 23.497 to 150.0 Utr 2.0 19.000 0.0 Vel 0.70 T.25 0.77 0.0018 0.0 32.000 0.059 T.25 -0.20 0.671 Utb 17.0 8.000 23.556 to 150.0 Utr 2.0 19.000 0.0 Vel= 0.52 0.0 27.000 0.028 H.12 0.57 --0.0010 _ - H.12 0.0 0.671 Utr 2.0 8.000 23.584 150.0 0.0 2.000 0.0 Vel= 0.52 to 0.0 10.000 0.011 T.28 0.57 0.0011 T.28 0.0 0.671 Utr 2.0 2.000 23.595 150.0 0.0 2.000 0.0 Vel = 0.52 to 0.0 4.000 0.004 H.14 0.57 0.0010 H.14 0.0 0.671 Utr 2.0 6.000 23.599 to 150.0 0.0 2.000 0.0 T.30 0.57 0.0010 0.0 8.000_ - 0.008 Vel = 0.52 ------_ 0.0 23.607 KFactor= 0.12 0.57-- ------- ----_ _----- --- ----- - - ---- - --_- T.19 0.56 0.671 Utr 2.0 4.000 18.763 150.0 0.0 2.000 0.0 Vel = 0.51 to 0.0 6.000 0.006 H.3 0.56 0.0010 H.3 0.0 0.671 Utr 2.0 10.000 18.769 to 150.0 0.0 2.000 0.0 = 0.51_- - ---- -- Vel l H.1---- -- _0.560.0011 0.0 12.000 0.013 - -- - H.1 0.0 0.671 Utr 2.0 9.000 18.782 to 150.0 0.0 2.000 0.0 Vel= 0.51 H.2 0.56 0.0010 0.0 11.000 0.011 H.2 0.0 0.671 Utb 17.0 10.000 18.793 to 150.0 0.0 17.000 0.0 Vel= 0.51 T.17 --- -.0.56 0.0010 - 0.0 27.000 0.027 - = 0.0 18.820 KFactor= 0.13 0.56 T.23 2.64 0.862 Utr 2.0 2.000 23.453 to 150.0 0.0 2.000 0.0 Vel = 1.45 0.0 4.000 0.021 T.22 ----- 2.64 0.0052 - - - --- 0.0 23.474 K Factor= 0.54 2.64 T.24 -0.20 0.862 0.0 1.000 23.556 150.0 0.0 0.0 0.0 T.25 -0.2 0.0 to Vel= 0.11 ----- - _ --------- --- 0.0 1.000 0.0 0.0 23.556 K Factor= -0.04 -0.20 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 DEC07 DEC x'2017 I AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE EAST TH-Two Head Calculation (H.10& H.8) Drawing : RESIDENTIAL Location : UNIT E-6 1-1/4 SERVICE TIGARD OR 97223 Remote Area : 1 Contract : 19816F 036 Data File : 19816F 036 River Terr East E-6, 1-1_4 serv.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1Date 12/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.10&H.8) HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE EAST TH Date - 12/4/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 036 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 Date T ( ) Specific Ruling Made by E S stem Type M Listed Flow at Start Point - 13 Gpm Y yp Listed Pres. at Start Point - 7.04 Psi (X) Wet Deluge ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) g ( ) 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 - 129 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0049 Psi Required 81.65 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) - 100 Elev. R Residual (Psi) - 95 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 RIVER TERRACE EAST TH-Two Head Calculation (H.10&H.8) Page 2 Date 12/6/2017 City Water Supply: Cl -Static Pressure : 100 Demand: C2- Residual Pressure: 95 D1 -Elevation : 12.560 C2- Residual Flow : 300 D2-System Flow : 26.005 D2-System Pressure : 81.649 Hose (Demand) D3-System Demand :26.005 Safety Margin : 18.297 150 140 130 p 120 R 110 Cl E 100 ° C2 S 90 - D2 s 80 U 70 R 60 E 50 40 30 20 10 D1 . . . . . . 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 Page 3 Uponor Page 12/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.10&H.8) Fitting Legend Abbrev. Name '/2 ' 1 1' 1% 2 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 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 G T 90 Floc Gate Valve 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 T Aq Flow tTru Tee0 0 0 Utb" Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr* Aquapex Tee-Run 1 2 2 4 2 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 . 4- • • Flow Summary - NFPA 2007 Uponor RIVER TERRACE EAST TH-Two Head Calculation (H.10& H.8) Page 4 Date 12/6/2017 SUPPLY ANALYSIS Node at Static Residual Source Pressure Pressure Available Flow Pressure Total Demand Required Pressure STR 100.0 95 300.0 99.946 26.0 81.649 NODE ANALYS/S Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 129.0 4.9 7.04 H.9 129.0 13.0 11.65 T.21 129 19.56 T.29 119.0 H.15 119.0 24.59 27. T.30 119.0 6 T.35 109.0 3 .926 31.91 32. 5 H.16 109.0 16 T.34 109.0 T.32 109.0 32.65 T.31 109.0 S.1 34.03 33.73 104.0 39.41 PRV 100.0 56.61 MTR 100.0 73.62 STR 100.0 81.65 H.8 129.0 4.9 7.04 H.6 129.0 13.0 10.24 H.4 129.0 14.14 T.19 129.0 21.24 T.24 119.0 26.93 H.7 129.0 20.24 T.20 129.0 20.58 H.5 129.0 20.84 T.18 129.0 21.07 T.17 129.0 21.87 T.22 119.0 26.93 H.13 119.0 25.74 T.27 119.0 25.92 T.23 119.0 26.89 H.3 129.0 21.31 H.1 129.0 21.44 H.2 129.0 21.57 H.11 119.0 26.91 T.25 119.0 26.93 H.12 119.0 27.11 T.28 119.0 27.18 H.14 119.0 27.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N Final Calculations - Hazen-Williams Page 5 Uponor Page 52/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.10&H.8) Dia. Fitting Pipe Pt Pt ****** y Pv ******* Notes Hyd. Qa or Ftng's Pe Ref. Pf Pn Point Qt Pf/Ft Eqv. Ln. Total 0.0 00 14.000 7.040 K Factor=4.90 H.10 12.74 0.671 to 150.00.0 0.0 Vel= 11.56 H.9 - - --12.74----0.3294 -- ------ 0.0 14.000 4.612 - H.9 0.0 0.671 Utb 17.0 5.000 11.652 to 150.0 Utr 2.0 19.000 0.0 V = 11.56 T.21 --- -- 12.74 - __0.3294 0.0 24.000 7.905Vel-- ---- - T.21 -3.96 0.862 0.0 14.371 19.557 150.0 0.0 0.0 4.331 to T.29 8.78 0.0489 0.0 14.371 0.703 Vel= 4.83 T.29 -4.30 0.671 Utb 17.0 8.000 24.59145 to 150.0 Utr 2.0 19.000 H.15 4.48 0.0477 0.0 27.000Vel = 4.06 - 1.287 - Vel -- -- - ----_ - H.15 0.0 0.671 Utb 17.0 12.000 25.878 to 150.0 0.0 17.000 0.0 Vel= ---- - .0 29.000 1.382 T.30 4.48 4.06 0--0.0477 - -- -_ - T.30 1.55 0.862 0.0 13.000 27.260 150.0 0.0 0.0 4.331 to T.35 6.03 0.0244 0.0 13.000 0.317 Vel= 3.32 T.35 0.0 0.671 Utr 2.0 1.000 31.908 to 150.0 0.0 2.000 0.0 Vel= 5.47 0.0 3.000 0.248 H.16 - -_-.6.03 0.0827 - -_ - -- H.16 0.0 0.671 Utr 2.0 4.000 32.156 to 150.0 0.0 2.000 0.0 Vel = 5.47 T.34 6.03 0.0827 0.0 6.000 0.496 T.34 0.0 0.671 Utr 2.0 11.000 32.652 150.0 0.0 2.000 0.0 Vel = 5.47 to 0.0 13.000 1.074 T.32 6.03 0.0826 T.32 9.82 1.054 0.0 5.640 33.726 150.0 0.0 0.0 0.0 to T.31 15.85 0.0546 0.0 5.640 0.308 Vel = 5.83 T.31 10.15 1.054 Utr 4.0 17.000 34.034 to 150.0 T 2.44 6.440 2.166 Vel= 9.56 - S.1------.26.0 0.1368 0.0 23.440 3.206- -- -- S.1 0.0 1.054 2E 2.44 1.000 39.406 0.0 2.440 16.732 **FiLoss= 15 150.0Veld. 6 to PRV 26.0 0.1369 0.0 3.440 0.471 PRV 0.0 1.054 2E 2.44 100.000 56.609 ** Fixed Loss= 3 to 150.0 0.0 2.440 3.000 Vel= 9_56- -- -- - MTR --- 26.0 0.0 102.440 14.010.0.1368 --- - - MTR 0.0 0.995 E 2.336 35.000 73.619 to 150.0 T 5.841 9.345 0.0 Vel= 10.73 STR 26.0 0.1811 G 1.168 44.345 8.030 0.0 81.649 K Factor= 2.88 26.00 H.10 0.26 0.671 Utr 2.0 9.000 7.040 to 150.0 0.0 2.000 0.0 V = 0.24 . el H.8 0.26 0.0003 el 0.0 11000 0.003- - - - 7.043 K Factor=4.90 H.8 13.01 0.671 Utr 2.0 7.000 150.0 0.0 2.000 0.0 Vel= 12.04 to 0.0 9.000 3.195 H.6 13.27 0.3550 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r • Final Calculations - Hazen-Williams Uponor Page 6 RIVER TERRACE EAST TH -Two Head Calculation (H.10&H.8) Date 12/6/2017 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.6 0.0 0.671 Utr 2.0 9.000 10.238 to 150.0 0.0 2.000 0.0 H.4 13.27 0.3551 0.0 11.000 3.906 Vel = 12.04 H.4 0.0 0.671 Utb 17.0 1.000 14.144 to 150.0 Utr 2.0 19.000 0.0 T.19 13.27 0.3550 0.0 20.000 7.101 Vel= 12.04 T.19 -2.04 0.862 Utr 2.0 15.609 21.245 to 150.0 0.0 2.000 4.331 T.24 11.23 0.0770 0.0 17.609 1.356 Vel= 6.17 T.24 -1.07 0.862 2Utb 34.0 15.344 26.932 to 150.0 0.0 28.000 4.331 T.31 10.16 0.0639 0.0 43.344 2.771 Vel = 5.59 0.0 10.16 34.034 K Factor= 1.74 T.21 3.96 0.671 Utb 17.0 1.000 19.557 to 150.0 0.0 17.000 0.0 H.7 3.96 0.0379 0.0 18.000 0.682 Vel= 3.59 H.7 0.0 0.671 Utr 2.0 7.000 20.239 to 150.0 0.0 2.000 0.0 T.20 3.96 0.0379 0.0 9.000 0.341 Vel= 3.59 T.20 0.0 0.671 Utr 2.0 5.000 20.580 to 150.0 0.0 2.000 0.0 H.5 3.96 0.0379 0.0 7.000 0.265 Vel = 3.59 H.5 0.0 0.671 Utr 2.0 4.000 20.845 to 150.0 0.0 2.000 0.0 T.18 3.96 0.0378 0.0 6.000 0.227 Vel = 3.59 T.18 0.0 0.671 Utr 2.0 2.000 21.072 to 150.0 Utb 17.0 19.000 0.0 T.17 3.96 0.0379 0.0 21.000 0.795 Vel = 3.59 T.17 2.04 0.862 Utb 17.0 16.413 21.867 to 150.0 0.0 14.000 4.331 T.22 6.0 0.0241 0.0 30.413 0.734 Vel = 3.30 T.22 3.82 0.862 Utb 17.0 27.000 26.932 to 150.0 0.0 14.000 4.331 T.32 9.82 0.0601 0.0 41.000 2.463 Vel= 5.40 0.0 9.82 33.726 K Factor= 1.69 T.29 4.30 0.671 Utb 17.0 9.000 24.591 to 150.0 0.0 17.000 0.0 H.13 4.3 0.0442 0.0 26.000 1.149 Vel= 3.90 H.13 0.0 0.671 Utr 2.0 2.000 25.740 to 150.0 0.0 2.000 0.0 T.27 4.3 0.0442 0.0 4.000 0.177 Vel = 3.90 T.27 0.0 0.671 Utr 2.0 3.000 25.917 to 150.0 Utb 17.0 19.000 0.0 T.23 4.3 0.0442 0.0 22.000 0.973 Vel = 3.90 T.23 -0.48 0.862 Utr 2.0 2.000 26.890 to 150.0 0.0 2.000 0.0 T.22 3.82 0.0105 0.0 4.000 0.042 Vel= 2.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 RIVER TERRACE EAST TH -Two Head Calculation (H.10 &H.8) Date 12/6/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt „****,* Notes ""'*" Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 3.82 26.932 K Factor= 0.74 T.19 2.04 0.671 Utr 2.0 4.000 21.245 to 150.0 0.0 2.000 0.0 H.3 2.04 0.0112 0.0 6.000 0.067 Vel = 1.85 H.3 0.0 0.671 Utr 2.0 10.000 21.312 to 150.0 0.0 2.000 0.0 H.1 2.04 0.0111 0.0 12.000 0.133 Vel= 1.85 H.1 0.0 0.671 Utr 2.0 9.000 21.445 to 150.0 0.0 2.000 0.0 H.2 2.04 0.0111 0.0 11.000 0.122 Vel= 1.85 H.2 0.0 0.671 Utb 17.0 10.000 21.567 to 150.0 0.0 17.000 0.0 T.17 2.04 0.0111 0.0 27.000 0.300 Vel = 1.85 0.0 2.04 21.867 K Factor= 0.44 T.23 0.48 0.671 Utb 17.0 7.000 26.890 to 150.0 0.0 17.000 0.0 H.11 0.48 0.0007 0.0 24.000 0.018 Vel = 0.44 H.11 0.0 0.671 Utb 17.0 13.000 26.908 to 150.0 Utr 2.0 19.000 0.0 T.25 0.48 0.0008 0.0 32.000 0.024 Vel = 0.44 T.25 1.07 0.671 Utb 17.0 8.000 26.932 to 150.0 Utr 2.0 19.000 0.0 H.12 1.55 0.0067 0.0 27.000 0.181 Vel= 1.41 H.12 0.0 0.671 Utr 2.0 8.000 27.113 to 150.0 0.0 2.000 0.0 T.28 1.55 0.0067 0.0 10.000 0.067 Vel = 1.41 T.28 0.0 0.671 Utr 2.0 2.000 27.180 to 150.0 0.0 2.000 0.0 H.14 1.55 0.0068 0.0 4.000 0.027 Vel= 1.41 H.14 0.0 0.671 Utr 2.0 6.000 27.207 to 150.0 0.0 2.000 0.0 T.30 1.55 0.0066 0.0 8.000 0.053 Vel = 1.41 0.0 1.55 27.260 K Factor= 0.30 1 T.24 1.07 0.862 0.0 1.000 26.932 to 150.0 0.0 0.0 0.0 T.25 1.07 0.0 0.0 1.000 0.0 Vel= 0.59 0.0 1.07 26.932 K Factor= 0.21 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087