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Report (27) } 1 332:7 5,, /c� 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 II , 111 AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE EAST TH -One Head Calculation (H.1) 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.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1Date 12/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H.1) HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE EAST TH Date - 12/4/17 Location - TIGARD OR 97223 System No. - 1 Contract Building - RESIDENTIAL - 19816F 035 Contractor - ALLIANCE PLUMBING Drawing No.No. - 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 System Type M Listed Flow at Start Point - 17 Gpm Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry PPreAction 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 Size 7/16Temperature Rating 162 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 Suppl Cl -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 pm _ 140 i■ MIMI IIIIIINIIIIIIIIINHIIIIIINNII 130 ■ � __ p 120 111111111111 IIIIIIIIIIIIIMIIIIIIIM R 110 �■-__ E 100 ��m __ S 90 jpi m—_— S 80 dil 111111111111 MIN IIIIIIIIIIIIIIIIIIIIIII __ mom mialiffireeri R 60 pig 1111111111.1111 MOM MIIIIIIIMIIIIIII ■ � IIIIIII_ E 50 In= IIIIIIIIIIIIIIIIIIIIIIIII ■ � __ 40 ■ IIIIIIIIII 11111111111111 1111111111 IIIIIIIIIIIII 30 � __ 20 AI __ in.11111111111=11111111111.111111111111= iii MIME IIIIIIIII 1° IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 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 Abbrev. Name '/: ' 11% 11/221/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 2 2 2 2 3 4 5 6 7 8 10 12 134 18 22 227 35 40 8 10 50 61 G3 E 90'Standard Elbow 1 1 1 1 1 1 1 1 1 2 2 T Generic Gate Valve 3 4 5 6 8 10 12 15 17 20 25 303 353 550 660 771 81 91 0 101 121 T 90'Aq Flow tTe Tee 2 17 14 9 12 17 0 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 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 Page 4 RIVER TERRACE EAST TH-One Head Calculation (H.1) Date 12/6/2017 SUPPLY ANALYSIS Node at Static Residual Source Pressure Pressure Available Flow Pressure Total Demand STR 100.0 Required Pressure 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 4Notes '9 14.0 16.97 T.14 129.0 T.15 129.0 14.37 14. 7 H.3 129.0 43 T.16 129.0 14.47 H.4 129.0 14.14.71 51 47 T.17 129.0 T.25 119.0 19.75 T.31 109.0 14.3 24 T.30 109.0 .17 S.1 104.0 24.47 27 PRV 100.0 44.31 MTR 100.0 43.72 STR 100.0 53.723 6 T.13 129.0 13.69 T.18 119.0 18.8918. 9 H.2 129.0 14.03 H.5 129.0 14 H.7 129.0 14.19 H.6 129.0 14.29 T.20 119.0 14.4118.59 T.21 119.0 98 H.9 119.0 19.08 T.26 119.0 19.085 1 T.33 109.0 24.06. T.32 109.0 24.08 H.8 119.0 73 T.19 119.0 18.18.89 T.23 119.0 1 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 19.117 244..00 77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams or Date 12/6/2017 Page 5 Upon RIVER TERRACE EAST TH-One Head Calculation (H.1) Pt Pt Hyd. Qa Dia. Fittin PPipe e's PetPv ******* Notes ****** 9 y ..C.. or Pf Pn Ref.iQt Pf/Ft Eqv. Ln. Total Point Utb 17.0 7.000 12.000 K Factor=4.90 H.1 6.19 0.671 0.0 17.000 0.0 150.0 2.082 _ Vel= 5.62 to 24.0006 T 6.19 0.0867 5.000 T.14 _------- -- - - _ --- -_ _-- 14.082 Utr 2.0 to -4.07 0.6710Utb 17.0 19.000 0.0 150.0 0.288 _ Vel= 1.92 24 000 T.15 --- __ - 2.12 0.0120__._ -- -_- 3.000 14.370 0.0 0.671 Utr 2.0 2.000 0.0 T.15 0.0 Vel= 1.92 to 150.0 0 0 5.000 0.060 H.3 2.12 0.0120 1.000 14.430 0.0 0.671 Utr 2.0 0.0 H.3 150.0 0.0 2.000 0.036 Vel= 1.92 to 3.000 - 2.12. 0.0120 - ---- -- 14.466 T.16 2.000 --- - Utr 2.0 T.16 0.0 0.67100.0 2.000 0.0 150.0 Vel= 1.92 -----_ to 0.0 4.000 0.048 H.4 __ --- - 2.12 0.0120 --- - --- - 3.000 14.514 0.0 0.671 Utb 17.0.0 13.000 0.0 H.4 150.0 Vel= 1.92 to 0.0 20.000 0.240 T.17 2.12 0.0120 15.000 14.754 2.08 0.862 Utr 2.0 2.000 4.331 T.17 150.0 0.0 Vel= 2.31 to 17.000 0.213 - 42 0.0125 19.000 T.25 ---- - - - _-_-_-- _- 19.298 0.47 0.862 Utb 17.0 19.000 9.298 T.25 Vel= 2.57 331 to 150.0 0 0 33.000 0.501 T.31 4.67 0.0152 20.000 24.130 3.77 1.054 0.0 0.0 T.31 150.0 0'0 0.0 0.340 Vel= 3.10 to 0.0 20.000 T.30 8.44 0.0170 6.000 24.470 8.53 1.054 Utr 4.0 2.166 T.30 T 2.44 6.440 Vel= 6.24 to 150.0 0,0 12.440 0.773 S.1 16.97 0.0621 1.000 27.409 ** Fixed Loss= 15 0.0 1.054 2E 2.0 2 440 16.732 S.1 0.0 -Vel = 6.24---_------------ to 150.0 3.440 0.214 PRV _16.97--- 0.0622 -_---0-0 100.000 44.355 1.054 2E 2.44 3.355 "*Fixed Loss= 3 PRV 0 0 0.0 2.440 Veli 6.24 to 150.0 0 0 102.440 6.363 MTR 16.97 0.0621 53.718 0.0 0.995 E 2.336 35.000 0.0 MTR T 5.841 9.345 Vel= 7.00 - -to 150.0 44 345 3 647 G ---1=168------------- =---------------- 16.97-_-_0.0822----__----_ - STR ------- K Factor= 2.24 0.0 57.365 16.97 5.000 12.000 10.78 0.671 Utr 2.0 2.000 0.0 H.1 0.0 V to 150.0 0.0 7.000 1.693 el= 9.78 T.13 10.78 0.2419 15.950 13.693 -2.08 0.862 Utr 2.0 2.000 4.331 T.13 0.0 Vel= 4.78 _--_- - to 150.0 0.0 17.950e 0.862 - - l 8.7 0.0480-__ ------------ T.18 _- Utb 17.0 13.000 18.886 T.18 -0.16 0.862 0 0 14.000 4.331 Vel= 4.69 to 150.0 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) Paget6 Date 12/6/2017 Ref. Qa Dia. Fitting Pipe Pt Pt or Ftng's Qt Pf/Ft Eqv. Ln. Total Pf Pv ******* Notes ****** Point0.0 8.54 ----- ---- 24.470 K Factor= 1.73 T.13 2.08 0.671 -- - Utb 17.0 10.000 to 13.693 -_- - 150.0 Utr 2.0 19.000 H.2 2.08 0.0115 0.0 0.0 29.000 0.334 H.2 0.0 0.671 Utr 2.0 8VeI= 1.89 .000 14.027 to 150.0 H.5 0.0 2.000 0.0 2.08 0.0116 0.0 10.000 H.5 0.0 0.671 0.116 Vel= 1.89 to Utr 2.0 11.000 14.143 150.0 0.0 2.000 H.7 2.08 0.0115 0.0 H.7 -- 0.0 0 13. 00 H 0.150 Vel= 1.89 .7 0.0 0.671 ----------------------- 0.0 10.000 to 150.0 10.093 H.6 2.08 0.0115 0�0 0'0 0.0 0.0 10.000 0.115 H.6 0.0 0.671 Utb 17.0 VeI= 1.89 to 150.0 11.000 14.408 T.17 Utr 2.0 19.000 0.0 2.08 0.0115 0.0 30.000 - - - 0.0 0.346 Vel = 1.89 2.08 - ------------------- ------- 14.754 - - -- ---- - 4.07 0.862 0.0 14.773 K Factor= 0.54 T.14 to 150.0 14.082 T.20 4.07 0.0118 0.0 0.0 4.331 0.0 14.773 0.175 T.20 -1.49 0.671 Vel= 2.24 to Utr 2.0 4.000 18.588 150.0 Utb 17.0 19.000 T.21 2.58 0.01710.0 - - 0.0 23.000 0.393 T.21 0.0 0.671 - ----------------------- Vel= 2.34 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 VeI= 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 Vel= 2.34 Utr 2.0 21.000 19.495 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 4 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 0.0 2.000 0.0 3.77 0.0104 0.0 5.000 0.0 0.052 Vel= 2.07 3.77 24.130 T.20 1.49 0.671 --_- _ K Factor= 0.77 Utb 17.0 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 T.19Utr 2.0 19.000 0.0 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 Page 72/6/2017 RIVER TERRACE EAST TH-One Head Calculation (H.1) Hyd.f. aa Dia. Fitting Pipe Pt Pt ****** e „ „ Ftng's Pv or Pe ******* Notes Ref. C Total Pf Pn Point Qt Pf/Ft Eqv. Ln. T.19 0.16 0.671 Utr 2.0 10.000 10.087 to 150.0 Utb 17.0 19.000 Vel= 1.50 0.218 0.0 29.000 _ - ----- - -- T.23 1.65 0.0075 _ -_ - _ 1.000 19.105 Utr 2.0 T..233 -0.30 0.671 to 150.0 0.0 2.000 0.0 Vel = 1.22 T.24 1.35 - -0.00530.016 0.0 3.000 --- - 19.121 .000 . T.24 0.30 0.671 Utb 17.00 16.000 0.0 to 150.0 0.173 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 H.11 0.0 0.671 0.0 3.000 19.397 00 0.0 0.0 to 150.00.012 Vel= 1 1.19 0.0040 0.0 3.000 - -e- 08 T.28 -- - -- .08- -- 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 8.886 T.18 0.16 0.862 Utb 17.0 5.000 10.0 to 150.0 0.0 14.000 Vel= 0.09 T.19 0.16 0.0001 0.0 19.000 0.001 0.0 18.887 K Factor= 0.04 0.16 ------------------_-_- --------_- - _------------- - - 0.30 0.671 Utb 17.0 6.000 19.105 T.23 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 to150.0 0.0 17.000 0.0 -__--__ ----- T.24 0.3 -__0.0003-_---------0.0 0.007 Vel= 0.27 --_ -22.000_ -----_-0.0 19.121 KFactor 0.07 0.30 ------------- -- ----_----- - ----- ------------ -__-- 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 19.298 KFactor= 0.10 0A6 -------------------__-- ----------- 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 24.070 150.0 Vel= 0.27 _--- to0.008 0 0003 0.0 -- - 25.000 T.32 0.3 0.0 24.078 K Factor= 0.06 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i 1 • t=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: 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: Cl -Static Pressure : 100 C2-Residual Pressure: 95 Demand: C2- Residual Flow : 300 D1 -Elevation : 12.560 D2-System Flow : 26.073 D2-System Pressure : 78.963 Hose(Demand) : D3-System Demand :26.073 Safety Margin : 20.983 150 iiiii _ MEMp 120 R 110 a= E 100 iLrnewrimirramaz,......,____Imminamin_ 11111..Amm.1 .IIIIS 90 ■ S 80 D2 __ MIN - U 70 3�■ __ R 60 1■-__ 1111111111 E 50 di -__ MIMI 40 1■-__ 30 �■- _ IIIIIIIII ii_- : 1tiiiII ■ IIIIIIIIII_ 11111111111111111111111111111111101101111111111111111111111111111 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 Summary or 3 Page P Uponor TERRACE EAST TH-Two Head Calculation (H.7 &H.6) Date 312/6/2017 Fitting Legend5 6 8 10 12 14 16 18 20 24 Abbrev. Name '/2 '/, 1 1'/4 11/2 2 21/2 3 31/2 4 3 4 5 6 7 8 10 12 14 18 22 27 35 408 10 45 5110 61 E Generic cda Gate Elbow 2 2 2 1 1 1 1 2 2 3 4 5 6 1 1 1 1 10 3 G Valve 3 4 5 6 8 10 12 15 17 20 25 300 350 500 600 701 801 901 1001 121 T 90'Aq Flow tTe Tee 2 17 14 9 12 17 0 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 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 4 • Flow Summary - NFPA 2007 Uponor RIVER TERRACE EAST TH -Two Head Calculation(H.7&H.6) Paget4 Date 12/6/2017 SUPPLYANALYS/S Node at Static Residual Source Pressure Pressure Available Flow Pressure Total Demand Required Pressure SIR 100.0 95 300.0 99.946 26.07 78.963 NODE ANALYSIS Pressure Discharge Node Ta g Elevation Node Type at Node at Node Notes H.7 129.0 H.5 129.0 4.9 . 9 13.0 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 PRV 100.0 36.61 MTR 100.0 53.82 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 T.16 129.0 20.45 H.3 20.53 129.0 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 H.1 129.0 20.9.92 H.8 119.0 T.19 119.0 T.27 119.0 26.07 25.88 H.11 119.0 26. 1 T.28 119.0 26.44 1 26.5 T.24 119.0 26.04 T.23 119.0 26.04 H.10 119.0 H.12 26.04 109.0 31.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams Page 5 UponorDate 12/6/2017 RIVER TERRACE EAST TH-Two Head Calculation(H.7&H.6) Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ****** „C v ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 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 Vel= 10.28 11.33 - - 0.265 - _ -- - 0.0 _ 13.000 3.447 8 H.5 --- - - 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 H.2 11.33 0.0 10.000 2.651 0.2651 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 Vel= 5.17 17.950 0.995 T.18 9.4 -_ 0.0554 0.0 - ----- ---- 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 27.000 2.251 T.30 - --.11.72_ --0.0834 ------ -- - 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 to 150.0 0.0 2.440 16.732 ** Fixed Loss= 15 Vel 9.59- 0.0 3.440 0.474 PRV 26.07 -_-_0.1378.__ --__ --- PRV 0.0 1.054 2E 2.44 100.000 53.816 0.0 2.440 3.000 ** Fixed Loss= 3 150.0Veld. 9 to 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 0.0 78.963 KFactor= 2.93 26.07. - - - --- -- - --- --- --- -------------- H_7 1.67 0.671 0.0 10.000 7.040 150.0 0.0 0.0 0.0 to 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 7.1177KFactor=4.90 to 150.0 Utr 2.0 19.000 Vel= 13.37 T.17 14.74 0.4317-__-_-- -_- 0.0 30.000 12.952 T.17 -2.73 0.862 Utr 2.0 15.000 20.069 to 150.0 0.0 2.000 - Vel= 6.60 0.0 ---- 17.000 1.483 - l l T.25 ----12.01_-_0.0872..-- - - - T.25 -3.23 0.862 Utb 17.0 19.000 25.883 150.0 0.0 14.000 4.331 Vel= 4.83 to 0.0 33.000 1.611 T.31 8.78 0.0488 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 KFactor= 2.51 14.35 T.17 2.73 0.671 Utb 17.0 3.000 20.069 150.0 0.0 17.000 0.0 Vel= 2.48 to 0.0 20.000 0.381 H.4 2.73 0.0190 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 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 T.15 0.0 0.671 Utr 2.0 5.000 20.680 Vel = 2.48 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 0.0 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 1.26 2.62 0.862 Utr 2.0 21.000 26.867 Vel= 2.69 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 Vel = 2.82 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 0.05.000 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= 0.42 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 Final Calculations - Hazen-Williams e 7 ag Uponor PPage 72/6/2017 RIVER TERRACE EAST TH-Two Head Calculation (H.7 &H.6) 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 0.62 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- -..0.080Vel= 1.28 - - 2.0 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 Vel= 1.78 T_27 3.24 0.0077 0.0 16.000 0.123 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_ - - - 2.0 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 Vel= 0.56 T.24 0.62 0.0013 0.0 23.000 0.029 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 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 0.0 22.000 0.001 Vel = 0.11 H.10 0.12 0.0 -- - 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