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Report (68) 1 4 Page 1 Uponor 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 Contract No. - 1 System Building - RESIDENTIAL - 19816F 035 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 System Type M Listed Flow at Start Point - 17 Gpm Listed Pres. at Start Point - 12 Psi (X) Wet ( ) (Dry PreAtion D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge E Domestic Flow Added 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES K-Factor 4.9 I Elevation at Highest Outlet - 129 Feet TemperatureSize Rating Fat G Note: N .-__._---.---_- Calculation Gpm Required 17 Psi Required 57.37 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.1) Page 2 Date 12/6/2017 City Water Supply: C1 -Static Pressure : 100 C2-Residual Pressure: 95 Demand: C2- Residual Flow : 300 D1 -Elevation 12.560 D2-System Flow : 16.974 D2-System Pressure : 57.365 Hose (Demand) D3-System Demand : 16.974 Safety Margin : 42.610 150 � -_ 1111111111111111111111111111111111111111111111111111111111111111111111 140 Orli : 111 - 111111111111111111111111111111111111111111111111 R 110 iii 11111111111111111111111111111111111111111111111111111111111 E 100 ��m _- mwivi.1111111LIMPINIMPlijimmomm.....mm..11111111111111 S 90 ■-_- 1111111111111111111111111111111111111. S gp /■ __ - Hi Mill 111111111111111111111111111111111111111111111111111111111 1141 __ MIN IIIIIIIIIIIIIIIIIIIIIII R 60 ■ � __ E 50 ■ MM.� Eli Mill 111111111111 --__ 1111111111 IIIIIIIIIII MM. MIN 1111111111111111111111111 1° 11111111111111111110.1111111111111111111111111.11111111111111111111111111111111111111 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 SummaryUpon or 3 Page RIVER TERRACE EAST TH-One Head Calculation (H.1) Date 312/6/2017 Fitting Legend 1/2 ° 1 1% 11/2 2 21/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 Abbrev. Name 3 4 5 6 7 8 10 12 14 18 22 27 35 408 45 5110 61 13 E 90'Standard Elbow 2 2 2 1 1 1 1 1 1 2 2 3 G T GenericoGate Valve 1 1 1 10 12 15 17 20 25 30 35 50 60 71 881 991 1101 1121 3 4 5 6 8 0 0 0 0 0 0 0 0 0 0 T 90'Aq Flow tTe Tee 2 17 14 9 12 17 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 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.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 4.9 12.0 16.97 129.0 14.08 T.15 129.0 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-WilliamsCalculation (HA) H.1) Page 5 Date 12/6/2017 RIVER TERRACE TH-One Head H d. Qa Dia. Fitting Pip Pt 's Pt Pe Pv ******* Notes *x***, Point Y .. � or g Pn PoQt Pf/Ft Eqv. Ln. Total Pf 7.000 12.000 K Factor=4.90 H.1 6.19 0.671 Utb 17.0 0.0 0.0 17.000 - 5.62 150.0 2.082 -- - - to 24 000Vel6.19 0_0867 - 0.0 ----------_ - -- T.14_- ------ --- 5.000 14.082 T.11 4 -4.07 0.671 Utr 2.0 Utb 17.0 19.000 0.0 150.0 Vel= 1.92.._.._ to 0.288 0.0 --__ 24.000-- - ---- 2.120.0120 _-_ -__ -- 14.370 T.15 ----- - 3.000 T.15 0.0 0.671 Utr O.p.0 2.000 0.0 to 150.0 0.060 Vel = 1.92 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= 1.92 150.0 0.036 ----------- --- to 0.0 3.000 - 2.12----0.0120- --_--------- ------- T.16 ----_-- 2.000 14.466 Utr T..11 6 0.00.671 2.0 2.000 0.0 150.0 0.0 Vel= 1.92.------------ - to 2.12---..0.0120 0 --- ---- .0 4.000 0.048------_---------- ---- H.4---------- --- 14.514 H.4 0.0 0.671 Utb 17.0 3.000 p.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 5.000 4.331 0.0 Vel 2.31 to 150.0 17 000 0.213 e 4.2__--0_0125 --- __-- ----���__ -_-_--_---- ------ T.25 .4 Utb 17.0 19.000 19.298 to 0.47 0.862 .0 14.000 4.331 to 150.000 33.000 0.501 Vel- 2'57 4.67 0.0152 0.0 T.31 p T.31 3.77 1.054 p p 20.000 24.130 p 0.0 0.0 to 150.0 T.30 20.000 0.340 Vel= 3.10 8.44 0.0170 0.0 24.470 T.30 8.53 1.054 Utr 4.0 6.000 2.166 T 2.44 6.440 Vel= 6.24 to 150.0 p p 12.440 0.773 S.1 16.97 0.0621 27.409 S.1 0.0 1.054 2E 2.44 1.000 16.732 *" Fixed Loss= 15 0.0 2.440 Veli 6.24 = 15 150.00 214 _ to 0.0---_-__3.440 ' --------- PRV 16.97 ---0.0622 __----------- 100.000 44.355 PRV 0.0 1.054 2E 2.44 2 400 3.350 *" Fixed Loss- 3 0.0 Veli 6.24 to 150.0 6.363 16.97 0.0621 0.0 102.440 MTR 53.718 MTR 0.0 0.995 E 2.336 35.000 3.p 150.0 T 5.841 9.345 Vel= 7.00 -_-_ to 3.647 G 1.168 44.345--------------------------- STR -------16.97.---0.0822 G 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 13.693 T.13 -2.08 0.862 Utr 2.0 15.950 5.9504.331 0.0 4.78 to 150.0 0.0 17 950 0 862 Vel T.18 -_----- 8.7 ----0.0480Vel --------------- 8 18. T.18 -0.16 0.862 Utb 17.0 13.000 6 to 150.0 8 8.886 0.0 14.000 Vel= 4.69 T.30 8.54 0.0464 0.0 27.000 1.253 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 Pi e RefRef. ..C.. p Pt Pt . Qt "C" or Ftn 's ******* Pef Pv Notes ****** PoinEqv. Ln. Total Pf Pn 0.0 8.54 24.470---- K Factor= 1.73 T.13 2.08 0.671 -- __-----__-- Utb 17.0 10.00013.693 - - to 150.0 ---_- - - - H.2 Utr 2.0 19.000 0.0 2.08 0.0115 0.0 29.000 H.2 0.0 0.671 0.334 Vel= 1.89 to Utr 2.0 8.000 14.027 150.0 0.0 2.000 H.5 2.08 0.0116 0.0 0.0 10.000 0.116 H.5 0.0 0.671 Utr 2,0 Vel= 1.89 to 150.0 11.000 14.143 to 2.08 0.0115 0.0 2.000 0.0 0.0 13.000 H.7 ----_------- --------_--------------- 0.150_..--_--------------- ------ ----- 0.0 0.671 0.0 10.000 14.293 Vel= 1.89 to 150.0 0.0 H.6 2.08 0.0115 0.0 0.0 0.0 10.000 0.115 Vel= 1.89 H.6 0.0 0.671 Utb 17.0 11.000 14.408 to 150.0 T.17Utr 2.0 19.000 0.0 2.08 0.0115 0.0 0.0 30.000.000 0.346 0.0 Vel = 1.89 2.08 14.754 T.14 4.07 0.862 K Factor= 0.54 to 0.0 14.773 14.082 150.0 0.0 0.0 T.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 T.21Utb 17.0 19.000 0.0 2.58 0.0171 0.023.000 ---- 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 H.9 0.0 0.671 Utb 17.0 Vel = 2.34 to 150.0 0.07.000 19.084 T.26 17.000 0.0 2.58 0.0171 0.0 24.000 ------------- --- -------------- 0.411 T.26 1.19 0.862 --------- VeI= 2.34 Utr 2.0 21.000 19.495 -------- ---_ to 150.0 0.0 1.33 0.0102 2.000 4.331 -3 3.77 0.0 23.000 -------_---------- 0.235 T.33 -0.30 0.862 Vel= 2.07 ------------ 0.0 2.000 ------- --_--------------- --- to 150.0 20.061 T.32 3.47 0.0085 0.0 0'0 0.0 0.0 2.000 0.017 T.32 0.30 0.862 Utr 2.0 3VeI= 1.91 .000 24.078 to 150.0 T.31 3.77 0.0104 0.0 2.000 0.0 0.0 5.000 0.052 0.0 Vel= 2.07 3.77 ------ - 24.130 ------------ Utb 17.0 1.49 0.671 - K Factor= 0.77 T.20 - ------ - - - -- 6.000 18.588 ---------- --to 150.0 0.0 17.000 H.8 1.49 0.0062 0.0 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 TUtr 2.0 19.000 0.0 .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 Page 7 Uponor Date 12/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H1) Qa Point Dia. Fitting PipFtn9e "C" Pt Pt or 's Pe Pv ******* Notes ****** Ref. Ln. Total Pf , Pn Point Qt Pf/Ft Eqv. 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 0.218 0.0-----29.000__._---- ----- 1.65 0.0075 - __-__ T.23 1.000 19.105 Utr 2.0 T.23 -0.30 0.671 0.0 to 150.0 0.0 2.000 Vel= 1.22 0.016 0.0 -- -- 3.00 -----_- - -- _-_ - T.24 1.35 ---0.0053 -_-_---_ T.24 0.30 0.671 Utb 17.0 19.121 to 150.0 17.000 9.0.073 Vel= 1.50 T.27 1.65 0.0075 0.0 23.000 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 0.0 3.000 19.397 H.11 0.0 0.671 to 150.0 0.0 0.0 0.0 = 1.08 Vel 1.19 --. 0.0040_ - --- -----0.0 --- -- 3.000 0.012 - ------- T.28 -------- 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 19.495 K Factor= 0.27 1.19 0.16 0.862 Utb 17.0 5.000 18.886 T.18 0.0 14.000 0.0 to 150.0 T.19 0.16 0.0001 0.0 19.000 0.001 Vel= 0.09- 0.018.887_ K Factor= 0.04 0.11 6 ---_ -_----------------- _----- 19.105 0.30 0.671 Utb 17.0 6.000 T.23 to 150.0 Utr 2.0 19.000 0.0 H.10 0.3 0.0004 0.0 25.000 0.009 Vel= 0.27 H.10 0.0 0.671 Utb 17.0 5.000 19.114 to 150.0 0.0 17.000 Vel 0.27 - T.24 ----- 0.3 0.007----0.0003 -_------ 0.0-----22.000 ----- 0.0 19.121 K Factor= 0.07 0.30 ----------------------------------- - ---_ ------------ T.27 0.46 0.862 Utb 17.0 2.000 19.2949.0 to 150.0 0.0 14.000 Vel= 0.25 T.25 0.46 0.0002 0.0 16.000 0.004 0.0 19.298 K Factor= 0.10 0.46. ----_--------------- -- 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 10.0 18.000 24.070 150.0Vel= 0.27 to 0.0 25.000 0.008- - -- T.32 0.3 -__0.0003------ --- 0.0 24.078 K Factor= 0.06 0.30 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: Rea. No. 113889 I AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 OFFICE COPY 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 1Date 12/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.7 & H.6) 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 Date T ( ) Specific Ruling Made by 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 y RIVER TERRACE EAST TH-Two Head Calculation (H.7& H.6) 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 : 26.073 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 S 90 S 80 r D2 U 70 R 60 E 50 40 30 20 10 50 100 150 200 250 300 FLOW(N A 1.85) 350 400 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 3 UpRIVERonor TERRACE EAST TH-Two Head Calculation (H.7 &H.6) Date 12/6/2017 Fitting Legend + 8 10 12 14 16 18 20 24 Abbrev.ttingName '/z '/. 1 1% 1'/z 2 2'/z 3 3/: 4 5 6 2 2 2 3 4 5 6 7 8 10 12 14 148 22 227 35 40 455 11 50 61G3 E 90'Standard Elbowa1 1 1 1 1 1 1 1 1 2 2 3 T Generic Gate Valve 3 4 5 6 8 10 12 15 17 20 25 30 35 50 606 717 881 991 101 121 T 90'Aq Flow tTru Tee 0 0 0 0 0 0 0 0 Utb* Aquapex Tee-Branch 2 17 14 9 12 17 0 � 0 0 0 0 0 0 0 0 0 0 Utr* Aquapex Tee-Run 1 2 2 4 2 1 0 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-Two Head Calculation (H.7& H.6) 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 26.07 78.963 NODE ANALYSIS Node Tag Elevation Node TypePressure Discharge at Node at Node Notes H.7 129.0 4.9 7.04 H.5 129.0 13.0 10.49 H.2 129.0 T.13 129.0 13.14 T.18 119.0 20.83 26.15 36. T.30 109.074 S.1 104.0 PRV 100.0 36.61 4 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 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 Page 5 Uponor Date 52!6!2017 RIVER TERRACE EAST TH-Two Head Calculation (H.7 &H.6) Pipe Pt Pt Ref.Hy ****** d. Qa Dia. Fitting p Pv ******* Notes ..C.. or Ftng's Pe Pn Point Qt Pf/Ft Eqv. Ln. Total Pf H.7 11.33 0.671 Utr 2.0 11.000 7.040 KFactor=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 8 H.5 0.0 0.671 Utr 2.0 8.000 10.487 to 150.0 0.0 2.000 0.0 Vel 10.28 0 -- I= H.2 11.33 0.265 l= .0 10.000 2.651- - --- H.2 0.0 0.671 Utb 17.0 10.000 13.138 to 150.0 Utr 2.0 19.000 0.0 Vel= 10.28 T.13 11.33 0.2651 0.0 29.000 7.689 T.13 -1.93 0.862 Utr 2.0 15.950 20.827 to 150.0 0.0 2.000 4.331 0.0 17.950 0.995 Vel = 5.17 - ---- - T.18 - -----9.40.0554 - T.18 2.32 0.862 Utb 17.0 13.000 26.153 to 150.0 0.0 14.000 4.331 Vel= 6.44 - - -- -- - 0.0 --- T.30 11.72 0.0834 27.000 2.251--- ----- T.30 14.35 1.054 Utr 4.0 6.000 32.735 to 150.0 T 2.44 6.440 2.166 Vel= 9.59 S.1 26.07 0.1374 0.0 12.440 1.709 S.1 0.0 1.054 2E 2.44 1.000 36.610 ** Fixed Loss= 15 to 150.0 0.0 2.440 16.732 Vel= 9.59--- ---- -- 0.0 3.440 0.474 VeVe PRV -- -26.07 0.1378 - -- PRV 0.0 1.054 2E 2.44 100.000 53.816 Loss= 3 to 150.0 0.0 2.440 3.000 Vel** Fixed d.LL9 MTR 26.07 0.1374 0.0 102.440 14.079 MTR 0.0 0.995 E 2.336 35.000 70.895 to 150.0 T 5.841 9.345 0.0 Vel= 10.76 STR 26.07 0.1819 G 1.168 44.345 8.068 0.0KFactor= 2.93 78.963 26.07 - -----_ -- ---- H.7 1.67 0.671 0.0 10.000 7.040 150.0 0.0 0.0 0.0 to 0.0 10.000 0.077 Vel= 1.52 H.6 1.67 0.0077 H.6 13.07 0.671 Utb 17.0 11.000 7.117 KFactor=4.90 to 150.0 Utr 2.0 19.000 0.0 Vel= 13.37 0.0 30.000 12.952 T.17 --__14.74---_0.4317 - -- -_- T.17 -2.73 0.862 Utr 2.0 15.000 20.069 to 150.0 0.0 2.000 4.331 0.0 - 17.000 - 1.483 Vel= 6.60 - ----- T.25-- -.12.01__-0.0872 -- T.25 -3.23 0.862 Utb 17.0 19.000 25.883 to 150.0 0.0 14.000 4.331 Vel= 4.83 T.31 8.78 0.0488 0.0 33.000 1.611 T.31 5.57 1.054 0.0 20.000 31.825 0.0 0.0 0.0 to 150.00.0 20.000 0.910 Vel= 5.28 T.30 14.35 0.0455 0.0 32.735 K Factor= 2.51 14.35 T.17 2.73 0.671 Utb 17.0 3.000 20.069 to 150.0 0.0 17.000 0.0 Vel= 2.48 H.4 2.73 0.0190 0.0 20.000 0.381 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams Uponor RIVER TERRACE EAST TH -Two Head Calculation (H.7& H.6) Page 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 1.16 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 T.21 0.0 0.671 Utr 2.0 4.000 26.202 Vel = 2.69 to 150.0 0.0 2.000 0.0 H.9 2.96 0.0222 0.06.000 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 T.33 -0.45 0.862 Vel= 3.07 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 T.32 0.45 0.862 Utr 2.0 3.000 31.719 Vel= 2.82 to 150.0 0.0 2.000 0.0 T.315.58 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 T.20 1.70 0.671 Utb 17.0 6.000 25.692 K Factor= 0.42 to 150.0 0.0 17.000 0.0 H.8 1.7 0.0080 0.0 23.000 0.183 H.8 0.0 0.671 Utb 17.0 6.000 25.875 Vel = 1.54 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 Final Calculations - Hazen-Williams Page 7 Uponor Date 72/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.7 & H.6) 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 Vel= 2.37 H.11 2.61 0.0176 0.0 25.000 0.439 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 Vel = 2.37 T.26 2.61 0.0176 0.0 21.000 0.369 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 0.03.000 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 Vel = 0.56 T.19 0.62 0.0012 0.0 29.000 0.036 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 Vel = 0.11 T.23 0.12 0.0 0.0 25.000 0.001 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 Vel = 0.40 H.12 0.44 0.0007 0.0 30.000 0.020 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 25.000Vel = 0.40 0.016 --_ 0.0 0.44 31.719 K Factor= 0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087