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Report (78)
l 3 UAs sh) 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. Or.] i e1 %IPf Brent D Kotula Date: Req. No. 113889 II 1 AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : EAST RIVER TERRACE-One Head Calculation (H.4) Drawing : RESIDENTIAL Location : BUILDING 1 UNIT K-6 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 033 Data File : 19816F 033 E River Terr Bldg 1, Unit K-6.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 EAST RIVER TERRACE- One Head Calculation (H.4) Date 10/3/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - EAST RIVER TERRACE Date - 10/3/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 033 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 Date T ( ) Specific Ruling Made by E S stem Type M Listed Flow at Start Point - 11 Gpm Y Listed Pres. at Start Point - 8.8 Psi (X) Wet ( ) ry Dryction D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) p E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLFIT I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 175 N Calculation Gpm Required 11 Psi Required 16.83 AtRef Undt erground 150 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) - 30 Elev. R Residual (Psi) - 25 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 EAST RIVER TERRACE -One Head Calculation (H.4) Page 2 Date 10/3/2017 City Water Supply: Pump Data: Demand: Cl - Static Pressure : 30 P1 - Pump Churn Pressure : 12 D1 - Elevation : 12.127 C2 - Residual Pressure: 25 P2 - Pump Rated Pressure : 10 D2 -System Flow : 10.976 C2 - Residual Flow : 300 P2 - Pump Rated Flow : 20 D2- System Pressure : 22.624 City Adjusted to Pump Inlet P3 - Pump Pressure @ Max Flow : 6.5 Hose ( Demand ) Cr Pf Water - Hose Flow P3- Pump Max Flow : 30 D3-System Demand : 10.976 City Residual Flow @ 0 = 790.21 Safety Margin : 13.156 Al -Adjusted Static: 27.000 City Residual Flow @ 20 = 436.36 A2-Adj Resid : 18.145 @ 20 City Water @ 150% of Pump = 29.93 A3 -Adj Resid : 8.251 @ 30 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 Al + P1 40 0 30 c`h + P2 D2 e2- -e 20 A Aq' 10 A3 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 Page 3 Uponor Date 10/3/2017 EAST RIVER TERRACE -One Head Calculation (H.4) Fitting Legend , , 24 Abbrev. Name '/z % 1 11/4 1% 2 2/z 3 3/z 4 5 6 8 10 12 14 16 18 20 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 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 4 EAST RIVER TERRACE -One Head Calculation (H.4) Date 10/3/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PO See Information on Pump Curve 35.78 10.98 22.624 STR 30.0 25 300.0 29.989 10.98 29.989 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 128.0 3.7 8.8 10.98 T.22 128.0 9.15 T.32 118.0 13.75 T.40 108.0 18.27 T.39 108.0 18.28 T.38 108.0 18.34 T.37 108.0 18.52 S.1 104.0 20.71 X1 100.0 22.5 PO 100.0 22.62 PI 100.0 10.93 MTR 100.0 15.21 STR 100.0 16.83 T.19 128.0 8.93 T.18 128.0 9.27 T.28 118.0 13.74 H.7 128.0 9.21 H.8 128.0 9.24 H.6 128.0 9.3 H.5 128.0 9.33 T.21 128.0 9.35 T.31 118.0 13.73 T.30 118.0 13.74 T.27 118.0 13.74 H.11 118.0 13.74 T.23 118.0 13.75 T.24 118.0 13.81 H.1 128.0 9.31 H.2 128.0 9.34 H.3 128.0 9.37 T.17 128.0 9.38 H.14 118.0 13.74 T.36 118.0 13.74 H.15 118.0 13.74 T.35 118.0 13.74 T.33 118.0 13.74 T.29 118.0 13.74 H.12 118.0 13.74 T.26 118.0 13.74 H.10 118.0 13.75 H.9 118.0 13.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 EAST RIVER TERRACE- One Head Calculation (HA) Date 10/3/2017 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.13 118.0 13.74 T.41 108.0 18.27 H.16 108.0 18.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 EAST RIVER TERRACE -One Head Calculation (H.4) Date 10/3/2017 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 5.73 0.862 Utr 2.0 14.000 8.800 K Factor= 3.70 to 150.0 0.0 2.000 0.0 T.22 5.73 0.0222 0.0 16.000 0.355 Vel = 3.15 T.22 -2.34 0.862 Utr 2.0 15.212 9.155 to 150.0 Utb 17.0 16.000 4.331 T.32 3.39 0.0084 0.0 31.212 0.262 Vel = 1.86 T.32 0.41 0.862 Utr 2.0 16.000 13.748 to 150.0 0.0 2.000 4.331 T.40 3.8 0.0104 0.0 18.000 0.187 Vel = 2.09 T.40 -0.29 0.862 0.0 2.000 18.266 to 150.0 0.0 0.0 0.0 T.39 3.51 0.0090 0.0 2.000 0.018 Vel = 1.93 T.39 0.29 0.862 Utr 2.0 3.000 18.284 to 150.0 0.0 2.000 0.0 T.38 3.8 0.0104 0.0 5.000 0.052 Vel = 2.09 T.38 2.96 1.054 0.0 16.000 18.336 to 150.0 0.0 0.0 0.0 T.37 6.76 0.0113 0.0 16.000 0.181 Vel = 2.49 T.37 4.22 1.054 Utr 4.0 10.260 18.517 to 150.0 T 2.44 6.440 1.732 S.1 10.98 0.0278 0.0 16.700 0.464 Vel = 4.04 S.1 0.0 1.054 0.0 2.000 20.713 to 150.0 0.0 0.0 1.732 X1 10.98 0.0280 0.0 2.000 0.056 Vel = 4.04 X1 0.0 1.054 2E 2.44 2.000 22.501 to 150.0 0.0 2.440 0.0 PO 10.98 0.0277 0.0 4.440 0.123 Vel = 4.04 0.0 10.98 22.624 K Factor= 2.31 Pressure @ Pump Outlet 22.624 Pressure From Pump Curve -11.698 Pressure @ Pump Inlet 10.926 PI 0.0 1.244 2E 3.443 100.000 10.926 to 150.0 0.0 3.443 3.000 ** Fixed Loss = 3 MTR 10.98 0.0124 0.0 103.443 1.280 Vel = 2.90 MTR 0.0 0.995 E 2.336 35.000 15.206 to 150.0 T 5.841 9.345 0.0 STR 10.98 0.0367 G 1.168 44.345 1.628 Vel = 4.53 0.0 10.98 16.834 K Factor= 2.68 H.4 5.24 0.862 Utr 2.0 5.000 8.800 to 150.0 0.0 2.000 0.0 T.19 5.24 0.0189 0.0 7.000 0.132 Vel = 2.88 T.19 0.0 0.862 Utr 2.0 2.000 8.932 to 150.0 Utb 17.0 16.000 0.0 T.18 5.24 0.0188 0.0 18.000 0.339 Vel = 2.88 T.18 -1.84 0.862 Utr 2.0 14.000 9.271 to 150.0 0.0 2.000 4.331 T.28 3.4 0.0084 0.0 16.000 0.135 Vel = 1.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ' Page 7 Uponor Date 10/3/2017 EAST RIVER TERRACE -One Head Calculation (H.4) 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.28 -0.44 0.862 Utb 17.0 27.000 13.737 to 150.0 0.0 14.000 4.331 T.38 2.96 0.0065 0.0 41.000 0.268 Vel = 1.63 0.0 2.96 18.336 K Factor= 0.69 T.22 2.34 0.862 Utr 2.0 10.000 9.155 to 150.0 0.0 2.000 0.0 H.7 2.34 0.0042 0.0 12.000 0.051 Vel = 1.29 H.7 0.0 0.862 0.0 9.000 9.206 to 150.0 0.0 0.0 0.0 H.8 2.34 0.0042 0.0 9.000 0.038 Vel = 1.29 H.8 0.0 0.862 Utr 2.0 12.000 9.244 to 150.0 0.0 2.000 0.0 H.6 2.34 0.0043 0.0 14.000 0.060 Vel = 1.29 H.6 0.0 0.862 Utr 2.0 4.000 9.304 to 150.0 0.0 2.000 0.0 H.5 2.34 0.0042 0.0 6.000 0.025 Vel = 1.29 H.5 0.0 0.862 Utr 2.0 3.000 9.329 to 150.0 0.0 2.000 0.0 T.21 2.34 0.0042 0.0 5.000 0.021 Vel = 1.29 T.21 -0.85 0.862 Utb 17.0 14.407 9.350 to 150.0 0.0 14.000 4.331 T.31 1.49 0.0019 0.0 28.407 0.053 Vel = 0.82 T.31 -0.48 0.862 Utr 2.0 4.000 13.734 to 150.0 0.0 2.000 0.0 T.30 1.01 0.0008 0.0 6.000 0.005 Vel = 0.56 T.30 -0.11 0.862 Utr 2.0 1.000 13.739 to 150.0 0.0 2.000 0.0 T.27 0.9 0.0007 0.0 3.000 0.002 Vel = 0.49 T.27 0.11 0.862 Utr 2.0 2.000 13.741 to 150.0 0.0 2.000 0.0 H.11 1.01 0.0010 0.0 4.000 0.004 Vel = 0.56 H.11 0.0 0.862 Utr 2.0 8.000 13.745 to 150.0 0.0 2.000 0.0 T.23 1.01 0.0009 0.0 10.000 0.009 Vel = 0.56 T.23 0.50 0.862 2Utb 34.0 2.000 13.754 to 150.0 0.0 28.000 0.0 T.24 1.51 0.0019 0.0 30.000 0.056 Vel = 0.83 T.24 2.70 0.862 Utb 17.0 16.000 13.810 to 150.0 0.0 14.000 4.331 T.37 4.21 0.0125 0.0 30.000 0.376 Vel = 2.31 0.0 4.21 18.517 K Factor= 0.98 T.18 1.85 0.862 Utr 2.0 12.000 9.271 to 150.0 0.0 2.000 0.0 H.1 1.85 0.0027 0.0 14.000 0.038 Vel = 1.02 H.1 0.0 0.862 Utr 2.0 9.000 9.309 to 150.0 0.0 2.000 0.0 H.2 1.85 0.0027 0.0 11.000 0.030 Vel = 1.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor EAST RIVER TERRACE-One Head Calculation (H.4) Page 8 Date 10/3/2017 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.2 0.0 0.862 Utr 2.0 9.000 9.339 to 150.0 0.0 2.000 0.0 H.3 1.85 0.0027 0.0 11.000 0.030 Vel = 1.02 H.3 0.0 0.862 Utr 2.0 1.000 9.369 to 150.0 0.0 2.000 0.0 T.17 1.85 0.0027 0.0 3.000 0.008 T.17 Vel = 1.02 0.85 0.862 Utr 2.0 16.407 9.377 to 150.0 0.0 2.000 4.331 T.24 2.7 0.0055 0.0 18.407 0.102 Vel = 1.48 0.0 2.70 13.810 K Factor= 0.73 T.21 0.85 0.862 2Utb 34.0 13.000 9.350 to 150.0 0.0 28.000 0.0 T.17 0.85 0.0007 0.0 41.000 0.027 Vel = 0.47 0.0 0.85 9.377 K Factor= 0.28 T.31 0.48 0.862 Utr 2.0 11.000 13.734 to 150.0 0.0 2.000 0.0 H.14 0.48 0.0002 0.0 13.000 0.002 Vel = 0.26 H.14 0.0 0.862 0.0 9.000 13.736 to 150.0 0.0 0.0 0.0 T.36 0.48 0.0002 0.0 9.000 0.002 T.36 0.0 0.862 Utr 2.0 3.000 13.738 Vel = 0.26 to 150.0 0.0 2.000 0.0 H.15 0.48 0.0004 0.0 5.000 0.002 H.15 Vel = 0.26 0.0 0.862 Utr 2.0 6.000 13.740 to 150.0 0.0 2.000 0.0 T.35 0.48 0.0001 0.0 8.000 0.001 T.35 0.0 0.862 Utr 2.0 3.000 13.741 Vel = 0.26 to 150.0 0.0 2.000 0.0 T.33 0.48 0.0002 0.0 5.000 0.001 T.33 -0.06 0.862 2Utb 34.0 4.174 13.742 Vel = 0.26 to 150.0 0.0 28.000 0.0 T.32 0.42 0.0002 0.0 32.174 0.006 Vel= 0.23 0.0 0.42 13.748 K Factor= 0.11 T.28 0.44 0.862 2Utb 34.0 3.353 13.737 to 150.0 0.0 28.000 0.0 T.29 0.44 0.0002 0.0 31.353 0.006 T.29 0.06 0.862 Utr 2.0 3.000 13.743 Vel = 0.24 to 150.0 0.0 2.000 0.0 H.12 0.5 0.0002 0.0 5.000 0.001 H.12 Vel = 0.27 0.0 0.862 Utr 2.0 3.000 13.744 to 150.0 0.0 2.000 0.0 T.26 0.5 0.0002 0.0 5.000 0.001 T.26 0.0 0.862 Utr 2.0 12.000 13.745 Vel = 0.27 to 150.0 0.0 2.000 0.0 H.10 0.5 0.0002 0.0 14.000 0.003 Vel = 0.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams . Page 9 Uponor Date 90/3/2017 4.EAST RIVER TERRACE -One Head Calculation (H.4) Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv ******* Notes ****** „C„ Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.10 0.0 0.862 Utr 2.0 9.000 13.748 to 150.0 0.0 2.000 0.0 Vel = 0.27 H_9 0.5 0.0003 0.0 11.000 0.003 H.9 0.0 0.862 Utr 2.0 8.000 13.751 to 150.0 0.0 2.000 0.0 Vel = 0.27 T.23 0.5 0.0003 0.0 10.000 0.003 0.0 0.50 13.754 K Factor= 0.13 T.30 0.11 0.671 Utb 17.0 4.000 13.739 to 150.0 0.0 17.000 0.0 Vel = 0.10 H.13 0.11 0.0 0.0 21.000 0.001 H.13 0.0 0.671 Utb 17.0 5.000 13.740 to 150.0 Utr 2.0 19.000 0.0 Vel = 0.10 T.27 0.11 0.0 0.0 24.000 0.001 0.0 0.11 13.741 K Factor= 0.03 T.33 0.06 0.862 Utr 2.0 6.000 13.742 to 150.0 0.0 2.000 0.0 Vel = 0.03 T.29 0.06 0.0001 0.0 8.000 0.001 0.0 0.06 13.743 K Factor= 0.02 T.40 0.29 0.671 Utr 2.0 2.000 18.266 to 150.0 Utb 17.0 19.000 0.0 Vel = 0.26 T.41 0.29 0.0003 0.0 21.000 0.007 T.41 0.0 0.671 0.0 9.000 18.273 to 150.0 0.0 0.0 0.0 H.16 0.29 0.0002 0.0 9.000 0.002 Vel = 0.26 H.16 0.0 0.671 Utb 17.0 9.000 18.275 to 150.0 Utr 2.0 19.000 0.0 Vel = 0.26 T.39 0.29 0.0003 0.0 28.000 0.009 0.0 0.29 18.284 K Factor= 0.07 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 I 1 AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : EAST RIVER TERRACE -Two Head Calculation (H.8 & H.7) Drawing : RESIDENTIAL Location : BUILDING 1 UNIT K-6 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 033 Data File : 19816F 033 E River Terr Bldg 1, Unit K-6.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Uponor Page 1Date 10/3/2017 ' EAST RIVER TERRACE-Two Head Calculation (H.8 &H.7) HYDRAULIC DESIGN INFORMATION SHEET Name - EAST RIVER TERRACE Date - 10/3/17 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 033 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 - 10 Gpm System Type Listed Pres. at Start Point - 7.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLF37 I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 162 N Calculation Gpm Required 20.0023 Psi Required 26.33 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) - 30 Elev. R Residual (Psi) - 25 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 EAST RIVER TERRACE -Two Head Calculation (H.8 & H.7) Page 210/3/2017*10/3/2017 City Water Supply: Pump Data: Cl - Static Pressure : 30 P1 - Pump Churn Pressure : 12 Demand: C2- Residual Pressure: 25 P2- Pump Rated Pressure : 10 D2 - System : 0.002 C2 - Residual Flow : 300 P2 - Pump Rated Flow : 20 D2-System Plow : 2 4.50 P3- Pump Pressure @ Max Flow : 6.5 D2 -SyDtem Pressure : 24.504 City Water Adjusted to Pump Inlet P3- Pump Max Flow : 30 Hose System Demande ) for Pf- Elev- Hose Flow City Residual Flow @ 0 = 790.21 Safety- : 23.637 Al -Adjusted Static: 27.000 City Residual Flow @ 20 = 436.36 Margin 3.637 A2 -Adj Resid : 18.145 @ 20 City Water @ 150% of Pump = 29.93 A3-Adj Resid : 8.251 @ 30 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 • R 60 E 50 AI + P1 40 0 30 + P2 C2 20 A 7 q - 10 D13 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 Page 3 Uponor Date 30/3/2017 EAST RIVER TERRACE-Two Head Calculation (H.8 & H.7) Fitting Legend 24 Abbrev. Name '/2 % 1 1% 1% 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 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 EAST RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 10/3/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PO See Information on Pump Curve 28.141 20.0 24.504 STR 30.0 25 300.0 29.967 20.0 29.967 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 128.0 3.7 7.3 10.0 H.6 128.0 7.97 H.5 128.0 8.26 T.21 128.0 8.5 T.17 128.0 8.96 T.24 118.0 13.6 T.37 108.0 19.09 S.1 104.0 22.23 X1 100.0 24.13 PO 100.0 24.5 PI 100.0 14.5 MTR 100.0 21.39 STR 100.0 26.33 H.7 128.0 3.7 7.31 10.01 T.22 128.0 8.25 T.32 118.0 13.42 T.40 108.0 18.33 T.39 108.0 18.39 T.38 108.0 18.55 H.4 128.0 8.52 T.19 128.0 8.63 T.18 128.0 8.94 T.28 118.0 13.45 T.31 118.0 13.28 H.14 118.0 13.32 T.36 118.0 13.35 H.15 118.0 13.36 T.35 118.0 13.39 T.33 118.0 13.4 H.1 128.0 8.95 H.2 128.0 8.95 H.3 128.0 8.96 T.30 118.0 13.32 T.27 118.0 13.33 H.11 118.0 13.35 T.23 118.0 13.41 H.13 118.0 13.32 T.29 118.0 13.41 H.12 118.0 13.41 T.26 118.0 13.41 H.10 118.0 13.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 EAST RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 10/3/2017 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 118.0 13.41 T.41 108.0 18.35 H.16 108.0 18.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 EAST RIVER TERRACE -Two Head Calculation (H.8 & H.7) Date 10/3/2017 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.8 8.71 0.862 Utr 2.0 12.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 H.6 8.71 0.0481 0.0 14.000 0.674 Vel = 4.79 H.6 0.0 0.862 Utr 2.0 4.000 7.974 to 150.0 0.0 2.000 0.0 H.5 8.71 0.0482 0.0 6.000 0.289 Vel = 4.79 H.5 0.0 0.862 Utr 2.0 3.000 8.263 to 150.0 0.0 2.000 0.0 T.21 8.71 0.0482 0.0 5.000 0.241 Vel = 4.79 T.21 -4.75 0.862 2Utb 34.0 13.000 8.504 to 150.0 0.0 28.000 0.0 T.17 3.96 0.0112 0.0 41.000 0.460 Vel = 2.18 T.17 0.92 0.862 Utr 2.0 16.407 8.964 to 150.0 0.0 2.000 4.331 T.24 4.88 0.0165 0.0 18.407 0.303 Vel = 2.68 T.24 2.87 0.862 Utb 17.0 16.000 13.598 to 150.0 0.0 14.000 4.331 T.37 7.75 0.0388 0.0 30.000 1.163 Vel = 4.26 T.37 12.25 1.054 Utr 4.0 10.260 19.092 to 150.0 T 2.44 6.440 1.732 S.1 20.0 0.0842 0.0 16.700 1.406 Vel = 7.35 S.1 0.0 1.054 0.0 2.000 22.230 to 150.0 0.0 0.0 1.732 X1 20.0 0.0845 0.0 2.000 0.169 Vel = 7.35 X1 0.0 1.054 2E 2.44 2.000 24.131 to 150.0 0.0 2.440 0.0 PO 20.0 0.0840 0.0 4.440 0.373 Vel = 7.35 0.0 20.00 24.504 K Factor= 4.04 Pressure @ Pump Outlet 24.504 Pressure From Pump Curve -9.999 Pressure @ Pump Inlet 14.505 PI 0.0 1.244 2E 3.443 100.000 14.505 to 150.0 0.0 3.443 3.000 ** Fixed Loss = 3 MTR 20.0 0.0375 0.0 103.443 3.884 Vel = 5.28 MTR 0.0 0.995 E 2.336 35.000 21.389 to 150.0 T 5.841 9.345 0.0 STR 20.0 0.1114 G 1.168 44.345 4.941 Vel = 8.25 0.0 20.00 26.330 K Factor= 3.90 H.8 1.28 0.862 0.0 9.000 7.300 to 150.0 0.0 0.0 0.0 H.7 1.28 0.0014 0.0 9.000 0.013 Vel = 0.70 H.7 10.01 0.862 Utr 2.0 10.000 7.313 K Factor= 3.70 to 150.0 0.0 2.000 0.0 T.22 11.29 0.0778 0.0 12.000 0.933 Vel = 6.21 T.22 -4.93 0.862 Utr 2.0 15.212 8.246 to 150.0 Utb 17.0 16.000 4.331 T.32 6.36 0.0268 0.0 31.212 0.838 Vel = 3.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations - Hazen-Williams • Uponor Page 7 EAST RIVER TERRACE-Two Head Calculation (H.8& H.7) Date 10/3/2017 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.32 0.67 0.862 Utr 2.0 16.000 13.415 to 150.0 0.0 2.000 4.331 T.40 7.03 0.0324 0.0 18.000 0.584 Vel = 3.86 T.40 -0.54 0.862 0.0 2.000 18.330 to 150.0 0.0 0.0 0.0 T.39 6.49 0.0280 0.0 2.000 0.056 Vel = 3.57 T.39 0.54 0.862 Utr 2.0 3.000 18.386 to 150.0 0.0 2.000 0.0 T.38 7.03 0.0324 0.0 5.000 0.162 Vel = 3.86 T.38 5.23 1.054 0.0 16.000 18.548 to 150.0 0.0 0.0 0.0 T.37 12.26 0.0340 0.0 16.000 0.544 Vel = 4.51 0.0 12.26 19.092 K Factor= 2.81 T.22 4.93 0.862 Utr 2.0 14.000 8.246 to 150.0 0.0 2.000 0.0 H.4 4.93 0.0168 0.0 16.000 0.269 Vel = 2.71 H.4 0.0 0.862 Utr 2.0 5.000 8.515 to 150.0 0.0 2.000 0.0 T.19 4.93 0.0169 0.0 7.000 0.118 Vel = 2.71 T.19 0.0 0.862 Utr 2.0 2.000 8.633 to 150.0 Utb 17.0 16.000 0.0 T.18 4.93 0.0168 0.0 18.000 0.303 Vel = 2.71 T.18 -0.91 0.862 Utr 2.0 14.000 8.936 to 150.0 0.0 2.000 4.331 T.28 4.02 0.0115 0.0 16.000 0.184 Vel = 2.21 T.28 1.20 0.862 Utb 17.0 27.000 13.451 to 150.0 0.0 14.000 4.331 T.38 5.22 0.0187 0.0 41.000 0.766 Vel = 2.87 0.0 5.22 18.548 K Factor= 1.21 T.21 4.75 0.862 Utb 17.0 14.407 8.504 to 150.0 0.0 14.000 4.331 T.31 4.75 0.0157 0.0 28.407 0.446 Vel = 2.61 T.31 -2.80 0.862 Utr 2.0 11.000 13.281 to 150.0 0.0 2.000 0.0 H.14 1.95 0.0030 0.0 13.000 0.039 Vel = 1.07 H.14 0.0 0.862 0.0 9.000 13.320 to 150.0 0.0 0.0 0.0 T.36 1.95 0.0030 0.0 9.000 0.027 Vel = 1.07 T.36 0.0 0.862 Utr 2.0 3.000 13.347 to 150.0 0.0 2.000 0.0 H.15 1.95 0.0030 0.0 5.000 0.015 Vel = 1.07 H.15 0.0 0.862 Utr 2.0 6.000 13.362 to 150.0 0.0 2.000 0.0 T.35 1.95 0.0030 0.0 8.000 0.024 Vel = 1.07 T.35 0.0 0.862 Utr 2.0 3.000 13.386 to 150.0 0.0 2.000 0.0 T.33 1.95 0.0032 0.0 5.000 0.016 Vel = 1.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 EAST RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 10/3/2017 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.33 -1.27 0.862 2Utb 34.0 4.174 13.402 to 150.0 0.0 28.000 0.0 T.32 0.68 0.0004 0.0 32.174 0.013 Vel = 0.37 0.0 0.68 13.415 K Factor= 0.19 T.18 0.91 0.862 Utr 2.0 12.000 8.936 to 150.0 0.0 2.000 0.0 H.1 0.91 0.0007 0.0 14.000 0.010 Vel = 0.50 H.1 0.0 0.862 Utr 2.0 9.000 8.946 to 150.0 0.0 2.000 0.0 H.2 0.91 0.0007 0.0 11.000 0.008 Vel = 0.50 H.2 0.0 0.862 Utr 2.0 9.000 8.954 to 150.0 0.0 2.000 0.0 H.3 0.91 0.0007 0.0 11.000 0.008 Vel = 0.50 H.3 0.0 0.862 Utr 2.0 1.000 8.962 to 150.0 0.0 2.000 0.0 T.17 0.91 0.0007 0.0 3.000 0.002 Vel = 0.50 0.0 0.91 8.964 K Factor= 0.30 T.31 2.80 0.862 Utr 2.0 4.000 13.281 to 150.0 0.0 2.000 0.0 T.30 2.8 0.0058 0.0 6.000 0.035 Vel = 1.54 T.30 -0.30 0.862 Utr 2.0 1.000 13.316 to 150.0 0.0 2.000 0.0 T.27 2.5 0.0047 0.0 3.000 0.014 Vel = 1.37 T.27 0.30 0.862 Utr 2.0 2.000 13.330 to 150.0 0.0 2.000 0.0 H.11 2.8 0.0060 0.0 4.000 0.024 Vel = 1.54 H.11 0.0 0.862 Utr 2.0 8.000 13.354 to 150.0 0.0 2.000 0.0 T.23 2.8 0.0059 0.0 10.000 0.059 Vel = 1.54 T.23 0.07 0.862 2Utb 34.0 2.000 13.413 to 150.0 0.0 28.000 0.0 T.24 2.87 0.0062 0.0 30.000 0.185 Vel = 1.58 0.0 2.87 13.598 K Factor= 0.78 T.30 0.30 0.671 Utb 17.0 4.000 13.316 to 150.0 0.0 17.000 0.0 H.13 0.3 0.0003 0.0 21.000 0.007 Vel = 0.27 H.13 0.0 0.671 Utb 17.0 5.000 13.323 to 150.0 Utr 2.0 19.000 0.0 T.27 0.3 0.0003 0.0 24.000 0.007 Vel = 0.27 0.0 0.30 13.330 K Factor= 0.08 T.33 1.27 0.862 Utr 2.0 6.000 13.402 to 150.0 0.0 2.000 0.0 T.29 1.27 0.0012 0.0 8.000 0.010 Vel = 0.70 T.29 -0.07 0.862 2Utb 34.0 3.353 13.412 to 150.0 0.0 28.000 0.0 T.28 1.2 0.0012 0.0 31.353 0.039 Vel = 0.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 EAST RIVER TERRACE-Two Head Calculation (H.8& H.7) Date 10/3/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 1.20 13.451 K Factor= 0.33 T.29 0.07 0.862 Utr 2.0 3.000 13.412 to 150.0 0.0 2.000 0.0 H.12 0.07 0.0 0.0 5.000 0.0 Vel = 0.04 H.12 0.0 0.862 Utr 2.0 3.000 13.412 to 150.0 0.0 2.000 0.0 T.26 0.07 0.0002 0.0 5.000 0.001 Vel = 0.04 T.26 0.0 0.862 Utr 2.0 12.000 13.413 to 150.0 0.0 2.000 0.0 H.10 0.07 0.0 0.0 14.000 0.0 Vel = 0.04 H.10 0.0 0.862 Utr 2.0 9.000 13.413 to 150.0 0.0 2.000 0.0 H.9 0.07 0.0 0.0 11.000 0.0 Vel = 0.04 H.9 0.0 0.862 Utr 2.0 8.000 13.413 to 150.0 0.0 2.000 0.0 T.23 0.07 0.0 0.0 10.000 0.0 Vel = 0.04 0.0 0.07 13.413 K Factor= 0.02 T.40 0.54 0.671 Utr 2.0 2.000 18.330 to 150.0 Utb 17.0 19.000 0.0 T.41 0.54 0.0010 0.0 21.000 0.020 Vel = 0.49 T.41 0.0 0.671 0.0 9.000 18.350 to 150.0 0.0 0.0 0.0 H.16 0.54 0.0010 0.0 9.000 0.009 Vel = 0.49 H.16 0.0 0.671 Utb 17.0 9.000 18.359 to 150.0 Utr 2.0 19.000 0.0 T.39 0.54 0.0010 0.0 28.000 0.027 Vel = 0.49 0.0 0.54 18.386 K Factor= 0.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087