Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (26)
Uponor Page 1 Date 12/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H.1) HYDRAULIC DESIGN INFORMATION SHEET Date - 12/4/17 Name - RIVER TERRACE EAST TH Location - TIGARD OR 97223 - 1 No.System Building - RESIDENTIAL Contract Sys1 19816F 035 Contractor - ALLIANCE PLUMBING Drawing No.N - F190 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 Type M Listed Flow at Start Point - 17 Gpm System Listed Pres. at Start Point - 12 Psi (X) Wet ) Deluge e ( ) Dry ( ) PreAction D MAXIMUM LISTED SPACING 18 - x 18 Gpm 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 - 129 Feet Size Simeera1ure Rating Fat G Note: N Calculation Gpm Required 17 Psi Required 57.37 AtURef frPtoSTR Used: Overhead 150 und 150 C-Factor Summary _--- W Water Flow Test: Pump Data:Rated Cap. A Date of Test - x @ Psie T Time of Test - x 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.1) Page 2 Date 12/6/2017 City Water Supply: Cl Static Pressure 100 C2-Residual Pressure:e95 Demand: C2- Residual low : 300 D1 -ElevationF : 12.560 D2-System Flow : 57.36 D2-System Pressure : 57.365 Hose (Demand) D3-System Demand : 16.974 Safety Margin : 42.610 150 I■-_ 140 ■130 P 120 ■-__ R 11011111111111111111111111111111111111111111111111111111111111111111111111 100 113111_______11111111111111111111111111111111111111111111111111111111.1111111111111111111111 S 80 nu �■-__ R 60 � N-�_ E 50 �■-__ 40 �■-__ I 30 ■-__ 20 ■-�__■ 10 �-__ 50 100 150 200 250 300 350 400 FLOW(N A 1.85) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used SummaryUpon or 3 Page Pg12/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H.1) Date 3 + 3'/: 4 5 6 8 10 12 14 16 18 20 24 Fitting Legend 1/2 'h 1 1'/a 1+/z 2 2/z 3 Abbrev. Name 4 5 6 7 8 10 12 14 18 22 227 35 408 45 50 61 2 2 2 13 1 1 1 2 2 3 4 5 G 3 E 90'Standard Elbow 1 1 1 1 T GenericoGate Valve 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 0 101 121 0 T 90'Aq Flow thruTTee0 0 0 0 0 0 0 0 0 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 Utb* Aquapex Tee-Ru 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 a 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.1) 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 99.975 16.97 57.365 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H.1 129.0 Notes T.14 129.0 14.08 T.14 4.9 16.97 129.0 H.3 129.0 14.37 T.16 129.0 14.43 H.4 129.0 14.47 T.17 129.0 14.51 T.25 119.0 14.75 T.31 109.0 19.3 T.30 109.0 24.13 S.1 104.0 24.47 PRV 100.0 27.41 MTR 100.0 44.36 STR 100.0 53.72 T.13 129.0 57.36 T.18 119.0 13.69 H.2 129.0 18.89 H.5 129.0 14.03 H.7 129.0 14.14 H.6 129.0 14.29 T.20 119.0 14.41 T.21 119.0 18.59 H.9 119.0 18.98 T.26 119.0 19.08 T.33 109.0 19.5 T.32 109.0 24.06 H.8 119.0 24.08 T.19 119.0 18.73 T.23 119.0 18.89 T.24 119.0 19.1 T.27 119.0 19.12 H.11 119.0 19.29 T.28 119.0 19.4 H.10 119.0 19.41 H.12 109.0 19.11 24.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams or Page 5 Upon RIVE 12/6/2017 RIVER TERRACE EAST TH -One Head Calculation (H.1 Date 5Pt Hyd. Qa Dia. Fitting Pipe PetPv ******* Notes ****** Y Pn Ref.iQt Pf/Ft Eqv. Ln. Total Pf Point 7.000 12.000 K Factor=4.90 H.1 6.19 0.671 Utb 17.0 0.0 17.000 0.0 T.14Vel= 5.62 to 150.0 6.19_ 0.0867 0.0 24.000 2.082--- - _ -.1 T5.000 14.082 Utr 2.0 T.14 -4.07 0.671 to Utb 17.0 19.000 0.0 T.15 2.12 0.0120 150.0 Vel_ 1.92 - --- -0.0 24.000 0.288 14.370 T.15 0..0 0.671 Utr 2.0 3.000 2.000 0.0 150.0 0.0 0.060 Vel = 1.92 to 0.0 5.000 H.3 2.12 0.0120 1.000 14.430 H.3 0.0 0.671 Utr 2.0 0.0 0.0 2.000 Vel= 1.92 to 150.0 0.0 3.000 0.036 --- T.16 --------2.12 ---0_0120 ------- -- 2.000 14.466 Utr 2.0 T.16 0.0 0.67100.0 2.000 0.0 Vel= 1.92 150.0 0 048 to4.000 2.12 -- 0.0120-- - ----- 0.0 ----------_- H.4--------_ 3.000 14.514 H.4 0.0 0.671 Utb 17.0 0.0 150.0 0.0 17.000 Vel = 1.92 to 0,0 20.000 0.240 T.17 2.12 0.0120 15.000 14.754 T.17 2.08 0.862 Utr 2.0 4.331 0.0 2.000 Vel 2.31 150.0 = T to 0.0 17.000 0.213 e 4.2----0.0125_--- ----------- ----- T.25 0.47 Utb 17.0 19.000 19.298 to 0.862 0.0 14.000 4.331 150.0 0.501 Vel= 2.57 4.67 0.0152 0.0 33.000 T.31 0 0 20.000 24.130 T.31 3.77 1.054 0 0 0 0 0.0 to 150.0 0.040 Vel= 3.10 8.44 0.0170 0.0 20.000 T.30 24.470 to T.30 8.53 1.054 Utr 4.0 6.000 2.470 150.0 T 2.44 6.440 0.0 12.440 0.773 Vel= 6.24 S.1 16.97 0.0621 1.000 27.409 S.1 0.0 1.054 2E 2.44 16.732 **Fixed Loss5 = 1 0.0 2.440 Vel 6.24 = 15-_-- to 150.0 0.214 0.0 3.440-_---------------------- PRV 16.97 .0.0622- __---------- 44.355 PRV 0.0 1.054 2E 2.44 100.000 3.000 **Fixed Loss= 3 150.0 0.0 2.440Vel= 6.24 to 0,0 102.440 6.363 MTR 16.97 0.0621 3.718 MTR 0.0 0.995 E 2.336 35.000 50.0 150.0 T 5.841 9.345 Vel= 7.00 _--- to 3.647--- .168 44.34 _-- _-_--_'--_----- STR --_---_16.97..--0.0822 G 1 _--_--_-_- 0.0 57.365 K Factor= 2.24 16.97 000 12.000 H.1 10.78 0.671 Utr 2.0 5. to 0.0 0.0 7.000 1.693 150.0 0.0 2.000 Vel= 9.78 T.13 10.78 0.2419 15.950 13.693 T.13 -2.08 0.862 Utr 2.0 2.000 4. 9 0.0 Vel= 4.78 to 150.0 17.950 0.862 T.18 8.7 0.0480 -_-_-- 31 0.0 18. T.18 -0.16 0.862 Utb 17.0 13.000 886 8.886 150.0 0.0 14.000 Vel= 4.69 to 0.0 27.000 1.253 T.30 8.54 0.0464 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.1) Page 6 Date 12/6/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt "C" Ref. or Ref. Qt Pf/ Ftng's Pe Pv ******* Notes ****** Eqv. Ln. Total Pf Pn 0.0 8.54 24.470 K Factor= 1.73 T.13 2.08 0.671 - --- Utb 17.0 10.000 13.693 ----- - - - - to 150.0 Utr 2.0 19.000 0.0 H.2 2.08 0.0115 0.0 29.000 0.334 Vel= 1.89 H.2 0.0 0.671 Utr 2.0 8.000 14.027 to 150.0 0.0 2.000 H.5 2.08 0.0116 0.0 0.0 10.000 0.116 Vel= 1.89 H.5 0.0 0.671 Utr 2.0 11.000 14.143 to 150.0 0.0 2.000 H.7 2.08 0.0115 0.0 0.0 13.000 0.150 - --__ ----- -- ------_ Vel= 1.89 H.7 0.0 0.671 to 0.0 10.000 14.293 150.0 0.0 0.0 0.0 H.6 2.08 0.0115 0.0 10.000 0.115 H.6 0.0 0.671 Utb 17.0 11.000 14.408 Vel= 1.89 to 150.0 Utr 2.0 19.000 0.0 T.17 2.08 0.0115 .0 0.0 30.000 0.346 Vel= 1.89 0.0 2.08 14.754 K Factor= 0.54 T.14 4.07 0.862 0.0 14.773 14.082 - - - - to 150.0 0.0 0.0 1.20 4.07 0.0118 4.331 0.0 14.773 0.175 Vel= 2.24 T.20 -1.49 0.671 Utr 2.0 4.000 18.588 to 150.0 Utb 17.0 19.000 0.0 T.21 2.58 0.0171 0.0 23.000 - - -- - - ----- - - -- - 0.393.----..-- . Vel= 2.34 T.21 0.0 0.671 Utr 2.0 4.000 18.981 - - to 150.0 0.0 2.000 H.9 2.58 0.0172 0.0 0.0 6.000 0.103 Vel= 2.34 H.9 0.0 0.671 Utb 17.0 7.000 19.084 to 150.0 0.0 17.000 0.0 T.26 2.58 0.0171 0.0 24.000 0.411 T.26 1.19 0.862 Utr 2.0 21.000 19.495 - - Vel= 2.34 to 150.0 0.0 2.000 4.331 T.33 3.77 0.0102 0.0 23.000 0.235 -- ---------------- - - -- - Vel= 2.07 T.33 -0.30 0.862 - ---- to 0.0 2.000 24.061 150.0 0.0 0.0 0.0 T.32 3.47 0.0085 0.0 2.000 0.017 T.32 0.30 0.862 Utr 2.0 3.000 24.078 Vel= 1.91 to 150.0 0.0 2.000 0.0 T.31 3.77 0.0104 0.0 5.000 0.052 Vel= 2.07 0.0 3.77 24.130 K Factor= 0.77 T.20 1.49 0.671 Utb 17.0 6.000 18.588 to 150.0 0.0 17.000 0.0 H.8 1.49 0.0062 0.0 23.000 0.143 Vel= 1.35 H.8 0.0 0.671 Utb 17.0 6.000 18.731 to 150.0 Utr 2.0 19.000 0.0 T.19 1.49 0.0062 0.0 25.000 0.156 Vel= 1.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams e 7 ag Uponor PPage 72/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H.1) Hyd. Qa Dia. Fitting Pipe Pt Pt ***•*** Notes *"'""' Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.19 0.16 0.671 Utr 2.0 10.000 18.887 to 150.0 Utb 17.0 19.000 0.0 Vel= 1.50 0.0 29.000 0.218 T.23 - _ 1.65 0.0075 T.23 -0.30 0.671 Utr 2.0 1.000 19.105 to 150.0 0.0 2.000 0.0 Vel= 1.22 0.0 3.000 - 0.016 T.24 1.35 0.0053 _ -_ T.24 0.30 0.671 Utb 17.0 6.000 19.121 to 150.0 0.0 17.000 0.0 Vel= 1.50 T.27 1.65 0.0075 0.0 23.000 0.173 T.27 -0.46 0.671 Utb 17.0 6.000 19.294 to 150.0 Utr 2.0 19.000 0.0 Vel= 1.08 H.11 1.19 0.0041 0.0 25.000 0.103 H.11 0.0 0.671 0.0 3.000 19.397 to 150.0 0.0 0.0 0.0 0.0 3.000 0.012 Vel= 1.08 T.28 1.19 0.0040 - - _ - - - - T.28 0.0 0.671 Utr 2.0 2.000 19.409 to 150.0 Utb 17.0 19.000 0.0 Vel= 1.08 T.26 1.19 0.0041 0.0 21.000 0.086 0.0 1.19 19.495 KFactor= 0.27 T.18 0.16 0.862 Utb 17.0 5.000 18.886 to 150.0 0.0 14.000 0.0 Vel= 0.09 0.0 19.000 0.001 T.19 0.160.0001 - -- _- - - - -- - - --- 0.0 0.16 18.887 KFactor= 0.04 T.23 0.30 0.671 Utb 17.0 6.000 19.105 to 150.0 Utr 2.0 19.000 0.0 Vel= 0.27 H.10 0.3 0.0004 0.0 25.000 0.009 H.10 0.0 0.671 Utb 17.0 5.000 19.114 to 150.0 0.0 17.000 0.0 T.24 0.3 0.0003 0.0 22.000 0.007 Vel= 0.27 --- . .__ 0.0 - KFactor= 0.07 0.30 19.121 T.27 0.46 0.862 Utb 17.0 2.000 19.294 to 150.0 0.0 14.000 0.0 Vel= 0.25 T.25 0.46 0.0002 0.0 16.000 0.004 0.0 KFactor= 0.10 0.46 19.298 ------------------------ T.33 0.30 0.671 Utb 17.0 11.000 24.061 to 150.0 Utr 2.0 19.000 0.0 Vel= 0.27 H.12 0.3 0.0003 0.0 30.000 0.009 H.12 0.0 0.671 Utb 17.0 8.000 24.070 to 150.0 0.0 17.000 0.0 T.32 0.3 0.0003 - 0.0 25.000 0.008. Vel= 0.27 0.0 0.30 24.078 K Factor= 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVED FEB 6 2018 OF TIGARD I here by certify that this plan, specification, CITYor report was prepared by me or under my BUILDING DIVISION direct supervision and that I am NICET 4 Certified at Level IV. Brent D Kotula Date: Req. No. 113889 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.7& H.6) Drawing : RESIDENTIAL Location : UNIT K-6 1-1/4 SERVICE TIGARD OR 97223 Remote Area : 1 Contract : 19816F 035 Data File : 19816F 035 River Terr East K-6, 1-1_4 serv.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE EAST TH-Two Head Calculation (H.7 & H.6) 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 035 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 - 129 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0732 Psi Required 78.96 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.7 & H.6) Page 2 Date 12/6/2017 City Water Supply: Demand: Cl -Static Pressure : 100 D1 -Elevation : 12.560 C2- Residual Pressure: 95 C2- Residual Flow : 300 D2-System Flow : 26.073 D2-System Pressure : 78.963 Hose (Demand) D3-System Demand : 26.073 Safety Margin : 20.983 150 140 130 p 120 R 110 - Cl E 100 ° C2 _ S 90 e _ - - D2 S 80 4 U 70 R 60 E 50 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 RIVER TERRACE EAST TH-Two Head Calculation (H.7& H.6) Date 12/6/2017 Fitting Legend Abbrev. Name % ' 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 RIVER TERRACE EAST TH -Two Head Calculation (H.7 & H.6) Date 12/6/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 100.0 95 300.0 99.946 26.07 78.963 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 129.0 4.9 7.04 13.0 H.5 129.0 10.49 H.2 129.0 13.14 T.13 129.0 20.83 T.18 119.0 26.15 T.30 109.0 32.74 S.1 104.0 36.61 PRV 100.0 53.82 MTR 100.0 70.9 STR 100.0 78.96 H.6 129.0 4.9 7.12 13.07 T.17 129.0 20.07 T.25 119.0 25.88 T.31 109.0 31.82 H.4 129.0 20.45 T.16 129.0 20.53 H.3 129.0 20.58 T.15 129.0 20.68 T.14 129.0 21.14 T.20 119.0 25.69 T.21 119.0 26.2 4 H.9 119.0 26.34 T.26 119.0 26.87 T.33 109.0 31.68 T.32 109.0 31.72 H.1 129.0 20.9 H.8 119.0 25.88 T.19 119.0 26.07 T.27 119.0 26.01 H.11 119.0 26.44 T.28 119.0 26.5 T.24 119.0 26.04 T.23 119.0 26.04 H.10 119.0 26.04 H.12 109.0 31.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 5 RIVER TERRACE EAST TH-Two Head Calculation (H.7& H.6) 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.7 11.33 0.671 Utr 2.0 11.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.5 11.33 0.2652 0.0 13.000 3.447 Vel = 10.28 H.5 0.0 0.671 Utr 2.0 8.000 10.487 to 150.0 0.0 2.000 0.0 H.2 11.33 0.2651 0.0 10.000 2.651 Vel= 10.28 H.2 0.0 0.671 Utb 17.0 10.000 13.138 to 150.0 Utr 2.0 19.000 0.0 T.13 11.33 0.2651 0.0 29.000 7.689 Vel = 10.28 T.13 -1.93 0.862 Utr 2.0 15.950 20.827 to 150.0 0.0 2.000 4.331 T.18 9.4 0.0554 0.0 17.950 0.995 Vel= 5.17 T.18 2.32 0.862 Utb 17.0 13.000 26.153 to 150.0 0.0 14.000 4.331 T.30 11.72 0.0834 0.0 27.000 2.251 Vel = 6.44 T.30 14.35 1.054 Utr 4.0 6.000 32.735 to 150.0 T 2.44 6.440 2.166 S.1 26.07 0.1374 0.0 12.440 1.709 Vel= 9.59 S.1 0.0 1.054 2E 2.44 1.000 36.610 to 150.0 0.0 2.440 16.732 ** Fixed Loss= 15 PRV 26.07 0.1378 0.0 3.440 0.474 Vel= 9.59 PRV 0.0 1.054 2E 2.44 100.000 53.816 to 150.0 0.0 2.440 3.000 ** Fixed Loss= 3 MTR 26.07 0.1374 0.0 102.440 14.079 Vel = 9.59 MTR 0.0 0.995 E 2.336 35.000 70.895 to 150.0 T 5.841 9.345 0.0 STR 26.07 0.1819 G 1.168 44.345 8.068 Vel= 10.76 0.0 26.07 78.963 K Factor= 2.93 H.7 1.67 0.671 0.0 10.000 7.040 to 150.0 0.0 0.0 0.0 H.6 1.67 0.0077 0.0 10.000 0.077 Vel = 1.52 H.6 13.07 0.671 Utb 17.0 11.000 7.117 K Factor=4.90 to 150.0 Utr 2.0 19.000 0.0 T.17 14.74 0.4317 0.0 30.000 12.952 Vel= 13.37 T.17 -2.73 0.862 Utr 2.0 15.000 20.069 to 150.0 0.0 2.000 4.331 T.25 12.01 0.0872 0.0 17.000 1.483 Vel = 6.60 T.25 -3.23 0.862 Utb 17.0 19.000 25.883 to 150.0 0.0 14.000 4.331 T.31 8.78 0.0488 0.0 33.000 1.611 Vel = 4.83 T.31 5.57 1.054 0.0 20.000 31.825 to 150.0 0.0 0.0 0.0 T.30 14.35 0.0455 0.0 20.000 0.910 Vel= 5.28 0.0 14.35 32.735 K Factor= 2.51 T.17 2.73 0.671 Utb 17.0 3.000 20.069 to 150.0 0.0 17.000 0.0 H.4 2.73 0.0190 0.0 20.000 0.381 Vel = 2.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0 Final Calculations - Hazen-Williams Uponor Page 6 RIVER TERRACE EAST TH -Two Head Calculation (H.7& H.6) 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.4 0.0 0.671 Utr 2.0 2.000 20.450 to 150.0 0.0 2.000 0.0 T.16 2.73 0.0192 0.0 4.000 0.077 Vel= 2.48 T.16 0.0 0.671 Utr 2.0 1.000 20.527 to 150.0 0.0 2.000 0.0 H.3 2.73 0.0190 0.0 3.000 0.057 Vel = 2.48 H.3 0.0 0.671 Utr 2.0 3.000 20.584 to 150.0 0.0 2.000 0.0 T.15 2.73 0.0192 0.0 5.000 0.096 Vel = 2.48 T.15 0.0 0.671 Utr 2.0 5.000 20.680 to 150.0 Utb 17.0 19.000 0.0 T.14 2.73 0.0191 0.0 24.000 0.458 Vel= 2.48 T.14 1.93 0.862 0.0 14.773 21.138 to 150.0 0.0 0.0 4.331 T.20 4.66 0.0151 0.0 14.773 0.223 Vel= 2.56 T.20 -1.70 0.671 Utr 2.0 4.000 25.692 to 150.0 Utb 17.0 19.000 0.0 T.21 2.96 0.0222 0.0 23.000 0.510 Vel= 2.69 T.21 0.0 0.671 Utr 2.0 4.000 26.202 to 150.0 0.0 2.000 0.0 H.9 2.96 0.0222 0.0 6.000 0.133 Vel = 2.69 H.9 0.0 0.671 Utb 17.0 7.000 26.335 to 150.0 0.0 17.000 0.0 T.26 2.96 0.0222 0.0 24.000 0.532 Vel = 2.69 T.26 2.62 0.862 Utr 2.0 21.000 26.867 to 150.0 0.0 2.000 4.331 T.33 5.58 0.0211 0.0 23.000 0.485 Vel= 3.07 T.33 -0.45 0.862 0.0 2.000 31.683 to 150.0 0.0 0.0 0.0 T.32 5.13 0.0180 0.0 2.000 0.036 Vel = 2.82 T.32 0.45 0.862 Utr 2.0 3.000 31.719 to 150.0 0.0 2.000 0.0 T.31 5.58 0.0212 0.0 5.000 0.106 Vel = 3.07 0.0 5.58 31.825 K Factor= 0.99 T.13 1.93 0.671 Utr 2.0 5.000 20.827 to 150.0 0.0 2.000 0.0 H.1 1.93 0.0100 0.0 7.000 0.070 Vel= 1.75 H.1 0.0 0.671 Utb 17.0 7.000 20.897 to 150.0 0.0 17.000 0.0 T.14 1.93 0.0100 0.0 24.000 0.241 Vel= 1.75 0.0 1.93 21.138 K Factor= 0.4.2 T.20 1.70 0.671 Utb 17.0 6.000 25.692 to 150.0 0.0 17.000 0.0 H.8 1.7 0.0080 0.0 23.000 0.183 Vel= 1.54 H.8 0.0 0.671 Utb 17.0 6.000 25.875 to 150.0 Utr 2.0 19.000 0.0 T.19 1.7 0.0079 0.0 25.000 0.198 Vel= 1.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 s Final Calculations - Hazen-Williams Uponor Page 7 RIVER TERRACE EAST TH-Two Head Calculation (H.7 & H.6) 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 T.19 0.62 0.862 Utb 17.0 5.000 26.073 to 150.0 0.0 14.000 0.0 T.18 2.32 0.0042 0.0 19.000 0.080 Vel = 1.28 0.0 2.32 26.153 K Factor= 0.45 T.25 3.24 0.862 Utb 17.0 2.000 25.883 to 150.0 0.0 14.000 0.0 T.27 3.24 0.0077 0.0 16.000 0.123 Vel = 1.78 T.27 -0.63 0.671 Utb 17.0 6.000 26.006 to 150.0 Utr 2.0 19.000 0.0 H.11 2.61 0.0176 0.0 25.000 0.439 Vel = 2.37 H.11 0.0 0.671 0.0 3.000 26.445 to 150.0 0.0 0.0 0.0 T.28 2.61 0.0177 0.0 3.000 0.053 Vel = 2.37 T.28 0.0 0.671 Utr 2.0 2.000 26.498 to 150.0 Utb 17.0 19.000 0.0 T.26 2.61 0.0176 0.0 21.000 0.369 Vel = 2.37 0.0 2.61 26.867 K Factor= 0.50 T.27 0.62 0.671 Utb 17.0 6.000 26.006 to 150.0 0.0 17.000 0.0 T.24 0.62 0.0013 0.0 23.000 0.029 Vel = 0.56 T.24 -0.11 0.671 Utr 2.0 1.000 26.035 to 150.0 0.0 2.000 0.0 T.23 0.51 0.0007 0.0 3.000 0.002 Vel = 0.46 T.23 0.11 0.671 Utr 2.0 10.000 26.037 to 150.0 Utb 17.0 19.000 0.0 T.19 0.62 0.0012 0.0 29.000 0.036 Vel= 0.56 0.0 0.62 26.073 K Factor= 0.12 T.24 0.12 0.671 Utb 17.0 5.000 26.035 to 150.0 0.0 17.000 0.0 H.10 0.12 0.0 0.0 22.000 0.001 Vel = 0.11 H.10 0.0 0.671 Utb 17.0 6.000 26.036 to 150.0 Utr 2.0 19.000 0.0 T.23 0.12 0.0 0.0 25.000 0.001 Vel= 0.11 0.0 0.12 26.037 K Factor= 0.02 T.33 0.44 0.671 Utb 17.0 11.000 31.683 to 150.0 Utr 2.0 19.000 0.0 H.12 0.44 0.0007 0.0 30.000 0.020 Vel = 0.40 H.12 0.0 0.671 Utb 17.0 8.000 31.703 to 150.0 0.0 17.000 0.0 T.32 0.44 0.0006 0.0 25.000 0.016 Vel = 0.40 0.0 0.44 31.719 K Factor= 0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087