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Uponor Page 1 RIVER TERRACE EAST TH-One Head Calculation (H.1) 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: (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 53.87 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: Cl -Static Pressure : 100 Demand: C2-Residual Pressure: 95 D1 -Elevation C2- Residual Flow : 300 D2-System Flow 12.5674 0 D2-System Pressure : 53.868 Hose (Demand) D3-System Demand : 16.974 Safety Margin : 46.107 150 140 130 p 120 R 110 C1 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 50 100 150 200 250 300 350 400 FLOW(N ^ 1.85) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page UpRIVERonor 3 TERRACE EAST TH-One Head Calculation (H.1) Date 312/6/2017 Fitting Legend 6 8 10 12 14 16 18 20 24 Abbrev.ttingName '/z '/+ 1 1Y, 1'/z 2 2'/s 3 3/z 4 5 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 10 45 50 61 G11 13 E 90'Generic Gated Elbowaly1 1 1 1 1 1 1 1 1 2 2 3 T oValve 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 771 881 991 101 121 T 90'Aq Flow tTe Tee 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb" Aquapex Tee-Ru Branch 1 2 2 4 2 1 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 s 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 SUPPL YANALYSIS Node at Static Residual Source Pressure Pressure Available F/ow Pressure Total Demand STR 100.0 Required Pressure 95 300.0 99.975 16.97 53.868 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 50.22 T.13 129.0 53.87 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 RIVER TERRACE EAST TH-One Head Calculation (H. Date 12/6/2017 Pt H Pipe Pt ******* Notes ****** R f. Qa Dia. Fitting Ftng's Pe Pv Y ,.C,. or Pf Pn PoQt Pf/Ft Eqv. Ln. Total Point 7.000 12.000 K Factor=4.90 6.19 0.671 Utb 17.0 0.0 H.1 150.0 0.0 17.000 2.082 Vel= 5.62 to 24 000 0.0867 0.0--- -----=--- -__----------- T.14 6.19----------- -- - - ------ 5.000 14.082 Utr 2.0 T.14 -4.07 0.6710Utb 17.0 19.000 0.0 150.0 Vel= 1.92 _ - - --- T.15 to 24 000 0.288 - 6 2.12 0.0120 __-- 14.370 Utr 2.0 3.000 T.15 0.0 0.0 0.0 2.000 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 -0. - T.16 - 2.12----0_0120------------- 2.000 14.466 T.16Utr 2.0 0.0 0.67100.0 2.000 0.0 150.0 Vel= 1_92--_-_-- ---_-to 4 000 0.048 - 2.12 0.0120 0.0---------= H.4 ----_--- ------------------ -------- 14.514 H.4 0.0 0.671 Utb 17.0 3.000 0.0 150.0 0.0 17.000 Vel= 1.92 to 0.0 20.000 0.240 T.17 2.12 0.0120 5.000 14.754 to 17 000 0.213 T.17 2.08 0.862 Utr 2.0 1 5.000 4.331 150.0 0.0 Vel 2.31- - T.25 ---- _4.2-----0.0125__-_ --_-_- 19.000 19.298 0.47 0.862 Utb 17.0 4.298 T.25 0.0 14.000 Vel= 2.57 to 150.0 0 0 33.000 0.501 T.31 4.67 0.0152 1.054 0.0 20.000 24.130 3.77 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 T.30 8.53 1.054 Utr 4.0 2.166 150.0 T 2.44 6.440 Vel= 6.24 1116.97 0.0621 1.000 27.409 S.1 0.0 1.054 2E 2.44 16.732 ** Fixed Loss= 15 150.0 0.0 2.440 Vel= 6.24 to 3.440 0.214 - el PRV------16.97.----0.0622-_-- ---------- 4.3 PRV 0.0 1.244 2E 3.443 100.000 455 3.355 ** Fixed Loss= 3 MTR 16.97 0.0277 150.0 0.0 3.443 Vel= 4.48 to 0.0 103.443 2.867 0.222 MTR 0.0 0.995 E 2.336 35.000 50.0 150.0 T 5.841 9.345 Vel= 7.00 to3.646 - 1.168 44.345---- _------- STRG ------ 16.97 --_0.0822----- --- 0.0 53.868 K Factor= 2.31 16.97 5.000 12.000 10.78 0.671 Utr 2.0 0.0 H.1 0.0 2.000 Vel= 9.78 to 150.0 0 0 7,000 1.693 T.13 10.78 0.2419 13.6935.950 T.13 -2.08 0.862 Utr 2.0 15.950 150.0 0.0 Vel= 4.78 to 17.950 0-862 T.18 _-----8.7_--- 0.0480.------------ 13.000 18.886 to 150.0 T.18 -0.16 0.062 Utb 17.0 14.000 4.331 0.0 27.000 1.253 Vel= 4.69 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) Date 6 te 12/6/2017 Ref. Qa Dia. Fitting Pipe "C" Pt Pt Qt "C" or Ftng's PfPPv ******* Notes ****** PoinEqv. Ln. TotalPn 0.0 8.54 _-_ --- - --- 24.470 T.13 2.08 0.671 K Factor= 1.73 ------------------ to tb 17.0 10.000 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 8Vel= 1.89 .000 14.027 to 150.0 H.5 2.08 0.0116 0.0 2.000 0.0 0.0 10.000 0.116 H.5 0.0 0.671 Utr 2.0 Vel = 1.89 11.000 14.143 to 150.0 H.7 2.08 0.0115 0.0 2.000 0.0 0.0 13.000 0.150 H.7 ----------------_-_ --------------------- ---_ - 0.0 0.671 0.0 10.000 Vel= 1.89 to 150.0 14.293 --- 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 Vel = 1.89 to 150.0 11.000 14.408 T.17 Utr 2.0 19.000 2.08 0.0115 0.0 0.0 30.000 0.0 0.346 Vel = 1.89 ------------------------ 2.08 --------------- T.14 14.754 K Factor= 0.54 4.07 0.862 ---- --- 0.0 14.773 ---------------------- to 150.0 14.082 0.0 0.0 4.331 T.20 4.07 0.0118 T.20 0.0 14.773 0.175 -1.49 0.671 Utr 2.0 Vel = 2.24 to 150.0 4.000 18.588 T.21 2.58 0.0171 Utb 17.0 19.000 0.0 0 0.0 23.000 0.393 - - .671 0.983 Vel 2.34 1.21 0.0 0Utr 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 7.000 19.084 0.0 17.000 0.0 T.26 2.58 0.0171 0.0 24.000 0.411 T.26 1.19 0.862 Vel= 2.34 Utr 2.0 21.000 ---------__----------------_--------- to 150.0 19.495 0.0102 0.0 2.000 4.331 T.33 3.77 0.0 23.000 T.33 - - 0.235 -0.30 0.862 - - Vel= 2.07 2.000 24.061 to 150.0 ------- T.32 3.47 0.0085 .0 0.0 0.0 0.0 0.0 2.000 0.017 T.32 0.30 0.862 Utr 2.0 3Vel= 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 ------------ T.20 24.130 K Factor= 0.77 1.49 0.671 ----------_--- Utb 17.0 6.000 18.588 to 150.0 - --------- H.8 1.49 0.0062 0.0 17.000 0.0 0.0 23.000 0.143 H.8 0.0 0.671 Utb 17.0 Vel= 1.35 to 150.0 6.000 18.731 T.19 1.49 0.0062 Utr 2.0 19.000 0.0 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 e12/6/2017 Uponor Dat RIVER TERRACE EAST TH-One Head Calculation Hyd. Qa Dia. Fitting Pipe Pt Pv or Fng's ******* Notes ****** „C„ Ref. Total Pf Pn Point Qt Pf/Ft Eqv. Ln. Utr 2.0 10.000 18.887 T.19 0.16 0.671 to 150.0 Utb 17.0 19.000 0.0 Vel= 1.50 1.65 0.0075 - 0.0_ 29.000 -- 0.218 - -_ - - --- T.23 __--_--- - T.23 Utr 2.0 1.000 19.105-0.30 0.671 0.0 to 150.0 0.0 2.000 Vel= 1.22 0.0 3.000 0.016 1.35 0.0053 - ----_-- --- - -- T.24 __- _---- 6.000 19.121 T.24 Utb 17.0 T.24 0.30 0.671 to 150.0 0.0 17.000 0.0 0.073 Vel = 1.50 T.27 1.65 0.0075 0.0 23.000 Utb 17.0 6.000 19.294 T.27 -0.46 0.671 to 150.0 Utr 2.0 19.000 0.0 0.003 Vel= 1.08 H.11 1.19 0.0041 0.0 25.000 0.0 3.000 19.397 H.11 0.0 0.671 to 150.0 0.0 0.0 0.0 T.280.0 3.000 0.012 Vel_ 1.08 1.19 ---0.0040 ------ 19.409 T.28 0.0 0.671 Utr 2.0 2.000 to 150.0 Utb 17.0 19.000 0.0 0.086 Vel= 1.08 T.26 1.19 0.0041 0.0 21.000 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 0.0 150.0 Vel= 0.09_---_--__----- to 0.001 T.190.0 ---- 19.000 ------ 0.16..___. 0.0001 _ _0.0 18.887K Factor= 0.04 ------------ - - Utb 17.0 6.000 19.105 T.23 0.30 0.671 to 150.0 Utr 2.0 19.000 0.00.009 Vel= 0.27 H.10 0.3 0.0004 0.0 25.000 Utb 17.0 5.000 19.114 H.10 0.0 0.071 0 0 17.000 0.0 to 150.0 0.007 ---_------- Vel= 0.27------------ 0.0 22.000 T.24 -----0.3 ---0.0003--_--------- 0.0 19.121 K Factor= 0.07 0.30 ------- ---------- 19.294 T.27 0.46 0.862 Utb 17.0 2.0000.0 to 150.0 0.0 14.000 0.004 Vel= 0.25 T.25 0.46 0.0002 0.0 16.000 0.0 19.298 K Factor= 0.10 --- 0.46 -_--- ---------------------- T.33 0.30 0.671 Utb 17.0 11.000 24.0 .061 H.12 0.3 0.0003 150.0 Utr 2.0 19.000 Vel= 0.27 to 0.0 30.000 0.009 H.12 0.0 0.671 Utb 17.0 8.000 24.0070 to 150.0 0.0 17.000 Vel 0.27 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 r 0 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 ii .ss / way I AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name TERRACE EAST TH-Two Head Calculation (H.7& H.6) 23 Drawing Location RESIDENTIAL UNIT K-6 1-1/2 SERVICE TIGARD OR 972 Remote Area : 1 Contract 19816F 035 Data File : 19816F 035 River Terr East K-6, 1-1_2 serv.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t Page 1 Uponor Date 12/6/2017 RIVER TERRACE EAST TH-Two Head Calculation (H.7 & H.6) HYDRAULIC DESIGN INFORMATION SHEET Date - 12/4/17 Name - RIVER TERRACE EAST TH Location - TIGARD OR 97223 ct 1- 1 System m No. Building - RESIDENTIAL Syte19816F 035 Contractor - ALLIANCE PLUMBING DrawingCNo.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: ( ) 1 (X)2 ( ) 4 ( ) S ( )Other Made by Date T ( ) Specific Ruling E System Type M Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) preAction Additional Flow Ad 0 Gpm Sprinkler or Nozzle S Add E Domestic Flow AddedGpmMake SENJU Model RC-RES ded - p K-Factor 4.9 I Elevation at Highest Outlet - 129 Feet TemperatureSize e Rating Fat G Note: N Calculation Gpm Required 26.0732 Psi Required 71.23 AUndergroundSTR150 Summary C-Factor Used: Overhead 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 Demand: C2- Residual Pressure: 95 D1 - Elevation 12.560 C2- Residual Flow 300 D2-System Flow : 26.073 D2-System Pressure : 71.226 Hose(Demand) D3-System Demand :26.073 Safety Margin : 28.719 150 140 130 p 120 R 110 Cl E 100 S 90 1 S 80 D2 U 70 R 60 E 50 40 30 20 ' 10 D1 50 100 150 200 250 . . . . . 300350 400 450 FLOW(N ^ 1.85) 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-Two Head Calculation (H.7 &H.6) Fitting Legend Abbrev. Name '/2 'A 1 13/4 1% 2 2'/2 3 3'/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 G1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 Aquapex Flow tTru Tee 0 0 0 0 0 0 0 0 Utr ` Tee-Ru Branch 2 17 14 4 22 17 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 s Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r • Flow Summary - NFPA 2007 Uponor RIVER TERRACE EAST TH-Two Head Calculation (H.7& H.6) Page 4 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 71.226 NODE ANALYSIS Node Tag Elevation Node TypePressure Discharge at Node at Node Notes H.7 129.0 H.5 129.0 4'9 . 9 13.0 H.2 129.0 10.491 T.13 129.0 20.833 0. 4 T.18 119.0 36. 4 6. 32 T.30 109.0 74 S.1 104.0 PRV 100.0 36.61 MTR 100.0 53.82 STR 100.0 63.16 H.6 129.071.23 7.12 4.9 13.07 T.17 129.0 20.07 T.25 119.0 25.88 T.31 109.0 H.4 129.0 T.16 129.0 20.45 31.82 H.3 129.0 20.53 20. T.15 129.0 20.688 2 T.14 129.0 1 T.20 119.0 .1194 T.21 119.0 265.29 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 H.11 119.0 T.28 119.0 26.44 26.01 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 s Final Calculations - Hazen-Williams Page 5 Uponor Page 52/6/2017 RIVER TERRACE EAST TH -Two Head Calculation (H.7 &H.6) Hyd. Qa Dia. Fitting PPipePt Pt Ref. Notes ****** C" or g's Pe Pv ******* 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 Vel 10.28 H.5 11.33 0.2652 --- ---- 0.0 13.000 3.447 -- - 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 0.0 10.000 2.651..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 20.827 150.0 0.0 2.000 4.331 to Vel= 5.17 - -_--- - - 0.0 --- 17.950 0.995 T.18---- -9.4-- - 0.0554 -_-- ---- T.18 2.32 0.862 Utb 17.0 13.000 26.153 to 150.0 0.0 14.000 4.331 l= 6.44 27.000 2.251 - Ve T.30 --.11.72 --.0.0834Ve 0.0 .--_-------- 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 PRV -----26.07.__ . 0.1378-- ---- --- PRV 0.0 1.244 2E 3.443 100.000 53.816 Loss= 3 to 150.0 0.0 3.443 3.000 Vel** Fixed 6.LL8 MTR 26.07 0.0613 0.0 103.443 6.342 MTR 0.0 0.995 E 2.336 35.000 63.158 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 26.07 71.226 K Factor= 3.09 -- - 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 K Factor=4.90 H.6 13.07 0.671 Utb 17.0 11.000 7.117 to 150.0 Utr 2.0 19.000 0.0 Vel13.37 T.17 14.74 = 0.0 30.000 12.952 = 0.4317 -___--- - T.17 -2.73 0.862 Utr 2.0 15.000 20.069 to 150.0 0.0 2.000 4.331 Vel= 6.60 0.0 17.000 1.483 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 31.825 150.0 0.0 0.0 0.0 to 0.0 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) Paget6 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 T.16 0.0 0.671 Utr 2.0 1.000 20.527 Vel= 2.48 to 150.0 0.0 2.000 0.0 H.3 2.73 0.0190 0.03.000 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 Vel= 2.69 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 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.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= 0.42 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 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 H.11 2.61 .0.0176 --- - - 0.0 25.000 ---. 0.439Vel 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 Vel= 2.37 T.26 2.61 0.0176 0.0 21.000 0.369 ------------ 0.0 K Factor= 0.50 2.61 26.867 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 0.0007Vel= 0.46 0.0 .3.000 0.002 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 _-- 0.001Vel = 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 25.000 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