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4 At 51—2-0(c. -Gc,(9 — ( 73 5 5cc S)/tw Irv' RECEIVED JAN 232017 CITY OF TIGARD BUILDING DIVISION I AquaSAFETM FIRE SAFETY SYSTEM PcvisON Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 OFFICE COPY Job Name : RIVER TERRACE- One Head Calculation (H.3) Drawing : RESIDENTIAL Location : BUILDING 2 UNIT E-5 TIGARD OR 97223 Remote Area : 11 Contract : 19816F 011 Data File : 19816F 011 Bldg 2, E-5.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Uponor Date 12/29/2016 RIVER TERRACE -One Head Calculation (H.3) HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 12/29/16 Location - TIGARD OR 97223 System No. - 11 Building - RESIDENTIAL Contractor - ALLIANCE PLUMBING Contract No. - 19816F 011 Calculated By - EVAN BENEDICT 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 Type System M Listed Flow at Start Point - 10 Gpm S y em Listed Pres. at Start Point - 7.3 Psi (X) Wet ( ) Dry • 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 7/1Simeera16tor 3.7 re Rating 16c G Note: N Calculation Gpm Required 10 Psi Required 37 .08 AtRef Undt erground 150 Summary C-Factor Used: Overhead 150 W Water Flow Test: Pump Data: A Date of Test - 1/14/16 Rated Cap. T Time of Test - 11 AM @ Psi E Static (Psi) - 60 Elev. R Residual (Psi) - 55 Other Flow (Gpm) - 3650 S Elevation - 100 P Location: x P L Source of Information: WATER AUTHORITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V V GIC I V LI N p V ld I VG Uponor RIVER TERRACE-One Head Calculation (H.3) Page 2 Date 12/29/2016 City Water Supply: Cl -Static Pressure : 60 Demand: C2 - Residual Pressure: 55 D1 - Elevation : 12.127 C2 - Residual Flow : 3650 D2 - System Flow : 9.997 D2- System Pressure : 37.077 Hose ( Demand ) D3 -System Demand : 9.997 Safety Margin : 22.923 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 Cl R 60 q C2 E 50 40 D2 0 30 20 10 o D1 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I ILLII IyO VOG%J •JLII III1 IGI y Page 3 Uponor Date 32/29/2016 RIVER TERRACE -One Head Calculation (H.3) Fitting Legend Abbrev. Name % 3 1 1% 1'/2 2 21,4 3 31A 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 RIVER TERRACE- One Head Calculation (H.3) Date 4 te 12/29/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 3650.0 60.0 10.0 37.077 NODE ANALYSIS Pressure Node Tag Elevation Node Type at Node Dischargeat Node Notes H.3 128.0 3.7 7.3 10.0 H.5 128.0 8.03 T.29 128.0 8.29 H.8 128.0 8.71 T.31 128.0 9.65 T.28 118.0 14.11 T.27 108.0 18.8 S.1 104.0 21.05 MTR 100.0 35.71 STR 100.0 37.08 H.4 128.0 8.01 T.24 128.0 9.57 T.25 118.0 14.09 T.30 108.0 18.74 T.34 128.0 9.65 H.9 128.0 9.67 H.12 128.0 9.71 T.40 128.0 9.78 H.19 128.0 9.8 H.18 128.0 9.81 T.48 128.0 9.82 T.47 118.0 14.18 T.45 108.0 18.55 H.15 108.0 18.69 T.42 108.0 18.72 H.11 128.0 9.71 T.39 128.0 9.72 H.13 128.0 9.74 H.20 128.0 9.77 T.26 118.0 14.1 H.6 118.0 14.14 T.35 118.0 14.16 T.43 118.0 14.2 T.44 108.0 18.55 H.14 108.0 18.61 T.41 108.0 18.64 H.1 118.0 14.11 H.2 118.0 14.11 T.23 118.0 14.11 T.38 118.0 14.11 H.17 118.0 14.14 T.46 118.0 14.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 .. e 5 ag Uponor PPage 52/29/2016 RIVER TERRACE-One Head Calculation (H.3) NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.49 118.0 14.18 H.22 118.0 14.18 H.16 118.0 14.19 H.7 118.0 14.11 T.32 118.0 14.11 T.33 118.0 14.11 H.10 118.0 14.11 H.21 108.0 18.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor - RIVER TERRACE -One Head Calculation (H.3) Page 6 Date 12/29/2016 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.3 4.70 0.671 Utr 2.0 12.000 7.300 to 150.0 K Factor= 3.70 0.0 2.000 0.0 H.5 4.7 0.0521 0.0 14.000 0.730 Vel = 4.26 H.5 0.0 0.671 Utr 2.0 3.000 8.030 to 150.0 0.0 2.000 0.0 T.29 4.7 0.0522 0.0 5.000 0.261 Vel = 4.26 T.29 0.0 0.671 Utr 2.0 6.000 8.291 to 150.0 0.0 2.000 0.0 H.8 4.7 0.0521 0.0 8.000 0.417 Vel = 4.26 H.8 0.0 0.671 Utb 17.0 1.000 8.708 to 150.0 0.0 17.000 0.0 T.31 4.7 0.0522 0.0 18.000 0.939 Vel = 4.26 T.31 -0.89 0.862 0.0 13.000 9.647 to 150.0 0.0 0.0 4.331 T.28 3.81 0.0105 0.0 13.000 0.136 Vel = 2.09 T.28 0.16 0.862 Utr 2.0 15.266 14.114 to 150.0 Utb 17.0 16.000 4.331 T.27 3.97 0.0112 0.0 31.266 0.351 Vel = 2.18 T.27 6.03 1.054 Utr 4.0 16.000 18.796 to 150.0 T 2.44 6.440 1.732 S.1 10.0 0.0234 0.0 22.440 0.524 Vel = 3.68 S.1 0.0 1.054 2E 2.44 80.000 21.052 to 150.0 0.0 2.440 12.732 ** Fixed Loss= 11 MTR 10.0 0.0233 0.0 82.440 1.924 Vel = 3.68 MTR 0.0 0.995 E 2.336 35.000 35.708 to 150.0 T 5.841 9.345 0.0 STR 10.0 0.0309 G 1.168 44.345 1.369 Vel = 4.13 0.0 10.00 37.077 K Factor= 1.64 H.3 5.29 0.671 Utr 2.0 9.000 7.300 to 150.0 0.0 2.000 0.0 H.4 5.29 0.0649 0.0 11.000 0.714 Vel = 4.80 H.4 0.0 0.671 Utb 17.0 7.000 8.014 to 150.0 0.0 17.000 0.0 T.24 5.29 0.0648 0.0 24.000 1.556 Vel = 4.80 T.24 -1.05 0.862 Utr 2.0 13.000 9.570 to 150.0 0.0 2.000 4.331 T.25 4.24 0.0127 0.0 15.000 0.191 Vel = 2.33 T.25 -0.90 0.862 Utb 17.0 25.000 14.092 to 150.0 0.0 14.000 4.331 T.30 3.34 0.0082 0.0 39.000 0.318 Vel = 1.84 T.30 2.69 1.054 Utr 4.0 2.000 18.741 to 150.0 0.0 4.000 0.0 T.27 6.03 0.0092 0.0 6.000 0.055 Vel = 2.22 0.0 6.03 18.796 K Factor= 1.39 T.24 1.05 0.671 Utr 2.0 6.000 9.570 to 150.0 Utb 17.0 19.000 0.0 T.34 1.05 0.0033 0.0 25.000 0.082 Vel = 0.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 7 Uponor Date 72/29/2016 RIVER TERRACE -One Head Calculation (H.3) 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.34 0.0 0.671 Utr 2.0 4.000 9.652 to 150.0 0.0 2.000 0.0 H.9 1.05 0.0033 0.0 6.000 0.020 Vel = 0.95 H.9 0.0 0.671 Utr 2.0 11.000 9.672 to 150.0 0.0 2.000 0.0 H.12 1.05 0.0032 0.0 13.000 0.042 Vel = 0.95 H.12 0.0 0.671 Utb 17.0 2.000 9.714 to 150.0 0.0 17.000 0.0 T.40 1.05 0.0033 0.0 19.000 0.062 Vel = 0.95 T.40 -0.59 0.671 Utb 17.0 16.000 9.776 to 150.0 Utr 2.0 19.000 0.0 Vel - 0.42 H.19 0.46 0.0007 0.0 35.000 0.026 - H.19 0.0 0.671 Utr 2.0 9.000 9.802 to 150.0 0.0 2.000 0.0 H.18 0.46 0.0006 0.0 11.000 0.007 Vel = 0.42 H.18 0.0 0.671 Utb 17.0 3.000 9.809 to 150.0 0.0 17.000 0.0 T.48 0.46 0.0008 0.0 20.000 0.015 Vel = 0.42 T.48 0.90 0.862 0.0 14.000 9.824 to 150.0 0.0 0.0 4.331 T.47 1.36 0.0015 0.0 14.000 0.021 Vel = 0.75 T.47 0.28 0.862 Utr 2.0 16.000 14.176 to 150.0 0.0 2.000 4.331 T.45 1.64 0.0022 0.0 18.000 0.040 Vel = 0.90 T.45 -0.03 0.671 Utb 17.0 3.000 18.547 to 150.0 0.0 17.000 0.0 H.15 1.61 0.0071 0.0 20.000 0.143 Vel = 1.46 H.15 0.0 0.671 Utr 2.0 2.000 18.690 to 150.0 0.0 2.000 0.0 T.42 1.61 0.0072 0.0 4.000 0.029 Vel = 1.46 T.42 1.08 1.054 0.0 11.000 18.719 to 150.0 0.0 0.0 0.0 T.30 2.69 0.0020 0.0 11.000 0.022 Vel = 0.99 0.0 2.69 18.741 K Factor= 0.62 T.31 0.89 0.671 Utb 17.0 8.000 9.647 to 150.0 Utr 2.0 19.000 0.0 Vel = 0.81 H.11 0.89 0.0024 0.0 27.000 0.066 H.11 0.0 0.671 Utr 2.0 3.000 9.713 to 150.0 0.0 2.000 0.0 T.39 0.89 0.0024 0.0 5.000 0.012 Vel = 0.81 T.39 0.0 0.671 Utr 2.0 4.000 9.725 to 150.0 0.0 2.000 0.0 H.13 0.89 0.0023 0.0 6.000 0.014 Vel = 0.81 H.13 0.0 0.671 Utr 2.0 12.000 9.739 to 150.0 0.0 2.000 0.0 H.20 0.89 0.0024 0.0 14.000 0.034 Vel = 0.81 H.20 0.0 0.671 Utb 17.0 4.000 9.773 to 150.0 0.0 17.000 0.0 T.48 0.89 0.0024 0.0 21.000 0.051 Vel = 0.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor RIVER TERRACE -One Head Calculation (H.3) Paget8 Date 12/29/2016 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 0.89 9.824 K Factor= 0.28 T.25 0.90 0.862 Utb 17.0 3.802 14.092 to 150.0 0.0 14.000 0.0 T.26 0.9 0.0007 0.0 17.802 0.013 Vel = 0.49 T.26 -0.18 0.671 Utb 17.0 4.000 14.105 to 150.0 Utr 2.0 19.000 0.0 H.6 0.72 0.0016 0.0 23.000 0.037 Vel = 0.65 H.6 0.0 0.671 Utr 2.0 6.000 14.142 to 150.0 0.0 2.000 0.0 T.35 0.72 0.0016 0.0 8.000 0.013 Vel = 0.65 T.35 0.0 0.671 Utb 17.0 9.000 14.155 to 150.0 0.0 17.000 0.0 T.43 0.72 0.0017 0.0 26.000 0.043 Vel = 0.65 T.43 0.33 0.862 0.0 19.000 14.198 to 150.0 0.0 0.0 4.331 T.44 1.05 0.0009 0.0 19.000 0.018 Vel = 0.58 T.44 0.03 0.671 Utb 17.0 2.000 18.547 to 150.0 0.0 17.000 0.0 H.14 1.08 0.0034 0.0 19.000 0.065 Vel = 0.98 H.14 0.0 0.671 Utr 2.0 5.000 18.612 to 150.0 0.0 2.000 0.0 T.41 1.08 0.0034 0.0 7.000 0.024 Vel = 0.98 T.41 0.0 0.671 Utb 17.0 5.000 18.636 to 150.0 Utr 2.0 19.000 0.0 T.42 1.08 0.0035 0.0 24.000 0.083 Vel = 0.98 0.0 1.08 18.719 K Factor= 0.25 T.26 0.18 0.671 Utb 17.0 14.000 14.105 to 150.0 0.0 17.000 0.0 H.1 0.18 0.0001 0.0 31.000 0.003 Vel = 0.16 H.1 0.0 0.671 Utr 2.0 10.000 14.108 to 150.0 0.0 2.000 0.0 H.2 0.18 0.0002 0.0 12.000 0.002 Vel = 0.16 H.2 0.0 0.671 Utb 17.0 12.000 14.110 to 150.0 0.0 17.000 0.0 T.23 0.18 0.0001 0.0 29.000 0.003 Vel = 0.16 T.23 -0.02 0.862 Utb 17.0 4.000 14.113 to 150.0 0.0 14.000 0.0 T.28 0.16 0.0001 0.0 18.000 0.001 Vel = 0.09 0.0 0.16 14.114 K Factor= 0.04 T.40 0.59 0.862 0.0 18.000 9.776 to 150.0 0.0 0.0 4.331 T.38 0.59 0.0003 0.0 18.000 0.006 Vel = 0.32 T.38 0.02 0.671 Utb 17.0 8.000 14.113 to 150.0 Utr 2.0 19.000 0.0 H.17 0.61 0.0012 0.0 27.000 0.032 Vel = 0.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 9 Uponor Date 92/29/2016 RIVER TERRACE-One Head Calculation (H.3) Hyd. Qa Dia. Fitting Pipe Pt Pt ******* Notes ****** Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.17 0.0 0.671 Utb 17.0 8.000 14.145 to 150.0 0.0 17.000 0.0 T.46 0.61 0.0012 0.0 25.000 0.030 Vel = 0.55 T.46 -0.28 0.671 Utr 2.0 2.000 14.175 to 150.0 Utb 17.0 19.000 0.0 Vel = 0.30 T.49 0.33 0.0004 0.0 21.000 0.008 T.49 0.0 0.671 0.0 3.000 14.183 to 150.0 0.0 0.0 0.0 H.22 0.33 0.0003 0.0 3.000 0.001 Vel = 0.30 H.22 0.0 0.671 Utr 2.0 12.000 14.184 to 150.0 0.0 2.000 0.0 Vel = 0.30 H.16 0.33 0.0004 0.0 14.000 0.005 H.16 0.0 0.671 Utb 17.0 4.000 14.189 to 150.0 Utr 2.0 19.000 0.0 = Vel 0.30 T.43 0.33 0.0004 0.0 23.000 0.009 0.0 0.33 14.198 K Factor= 0.09 T.23 0.02 0.671 Utb 17.0 4.000 14.113 to 150.0 Utr 2.0 19.000 0.0 Vel = 0.02 H.7 0.02 0.0 0.0 23.000 0.0 H.7 0.0 0.671 Utr 2.0 3.000 14.113 to 150.0 0.0 2.000 0.0 T.32 0.02 0.0 0.0 5.000 0.0 Vel = 0.02 T.32 0.0 0.671 Utr 2.0 1.000 14.113 to 150.0 0.0 2.000 0.0 T.33 0.02 0.0 0.0 3.000 0.0 Vel = 0.02 T.33 -0.02 0.671 Utb 17.0 7.000 14.113 to 150.0 0.0 17.000 0.0 H.10 0.0 0.0 0.0 24.000 0.0 Vel =0 H.10 0.0 0.671 Utb 17.0 8.000 14.113 to 150.0 Utr 2.0 19.000 0.0 Vel = 0 T.32 0.0 0.0 0.0 27.000 0.0 0.0 0.0 14.113 K Factor= 0 T.33 0.02 0.671 Utb 17.0 6.000 14.113 to 150.0 0.0 17.000 0.0 Vel = 0.02 T.38 0.02 0.0 0.0 23.000 0.0 0.0 0.02 14.113 K Factor= 0.01 T.46 0.28 0.862 Utb 17.0 5.000 14.175 to 150.0 0.0 14.000 0.0 T.47 0.28 0.0001 0.0 19.000 0.001 Vel = 0.15 0.0 0.28 14.176 KFactor= 0.07 T.45 0.03 0.671 Utb 17.0 14.000 18.547 to 150.0 0.0 17.000 0.0 Vel - 0.03 H.21 0.03 0.0 0.0 31.000 0.0 H.21 0.0 0.671 Utb 17.0 7.000 18.547 to 150.0 Utr 2.0 19.000 0.0 Vel = 0.03 T.44 0.03 0.0 0.0 26.000 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor RIVER TERRACE - One Head Calculation (H.3) Paget10 Date 12/29/2016 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 0.03 18.547 K Factor= 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A RECEIVED JAN 232017 CITY OF TIGARD BUILDING DIVISION 1 1 AquaSAFETM FIRE SAFETY SYSTEM REVISION Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 OFFICE COPY Job Name : RIVER TERRACE -Two Head Calculation (H.3& H.4) Drawing : RESIDENTIAL Location : BUILDING 2 UNIT E-5 TIGARD OR 97223 Remote Area : 11 Contract : 19816F 011 Data File : 19816F 011 Bldg 2, E-5.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE -Two Head Calculation (H.3 & H.4) Date 12/29/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 12/29/16 Location - TIGARD OR 97223 Building - RESIDENTIALSystem No. - 11 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 011 Calculated By - EVAN BENEDICT 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 20.0367 Psi Required 53.01 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 1/14/16 Rated Cap. T Time of Test - 11 AM @ Psi E Static (Psi) - 60 Elev. R Residual (Psi) - 55 Other Flow (Gpm) - 3650 S Elevation - 100 P Location: x P L Source of Information: WATER AUTHORITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V V CI IG I V1..41.JF/1y V LA I VG Uponor RIVER TERRACE-Two Head Calculation (H.3 & H.4) Page 2 Date 12/29/2016 City Water Supply: Cl - Static Pressure : 60 Demand: C2 - Residual Pressure: 55 D1 Elevation : 12.127 C2 - Residual Flow : 3650 D2 System Flow : 20.037 D2-System Pressure : 53.005 Hose ( Demand ) D3-System Demand : 20.037 Safety Margin : 6.994 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 ° D2 E 50 C2 • 40 30 20 10 o D1 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I ILU11O VJGus..JUI I II I IC/t y Uponor Page 3 1 RIVER TERRACE-Two Head Calculation (H.3 & H.4) Date 3 2/29/2016 Fitting Legend 1/2 '/< 1 1% 11/2 2 21/2 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 Abbrev. Name 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 404 45 50 61 E 90'Standard Elbow 1 1 1 1 1 1 2 2 3 4 5 6 10 11 13 G 1 1 1 T Generic Gate Valve 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 717 881 991 101 121 T 90'Aq Flow tTe Tee 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 Utb" Aquapex Tee-Ru Branch 1 2 2 4 2 1 0 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 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor RIVER TERRACE Two Head Calculation (H.3 & H.4) Page 4 Date 12/29/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 60.0 55 3650.0 60.0 20.04 53.005 NODE ANALYSIS Pressure Node Tag Elevation Node Type at Node at Node Discharge Notes H.3 128.0 3.7 7.3 10.0 H.5 128.0 9.52 T.29 128.0 10.31 H.8 128.0 11.57 T.31 128.0 14.42 T.28 118.0 19.17 T.27 108.0 24.73 S.1 104.0 28.36 MTR 100.0 48.05 STR 100.0 53.0 H.4 128.0 3.7 7.36 10.04 T.24 128.0 13.87 T.25 118.0 18.98 T.30 108.0 24.52 T.34 128.0 14.23 H.9 128.0 14.32 H.12 128.0 14.51 T.40 128.0 14.78 H.19 128.0 14.88 H.18 128.0 14.91 T.48 128.0 14.96 T.47 118.0 19.37 T.45 108.0 23.83 H.15 108.0 24.34 T.42 108.0 24.44 H.11 128.0 14.62 T.39 128.0 14.66 H.13 128.0 14.71 H.20 128.0 14.81 T.26 118.0 19.05 H.6 118.0 19.2 T.35 118.0 19.26 T.43 118.0 19.43 T.44 108.0 23.83 H.14 108.0 24.07 T.41 108.0 24.15 H.1 118.0 19.1 H.2 118.0 19.11 T.23 118.0 19.15 T.38 118.0 19.14 H.17 118.0 19.26 T.46 118.0 19.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Page 5 Uponor Date 52/29/2016 RIVER TERRACE-Two Head Calculation (H.3& H.4) NODE ANALYSIS(cont.) Pressure Discharge Notes Node Tag Elevation Node Type at Node at Node T.49 118.0 19.39 H.22 118.0 19.39 H.16 118.0 19.41 T.33 118.0 19.15 T.32 118.0 19.15 H.7 118.0 19.15 H.10 118.0 19.15 H.21 108.0 23.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor RIVER TERRACE -Two Head Calculation (H.3& H.4) Page 6 Date 12/29/2016 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.3 8.57 0.671 Utr 2.0 12.000 7.300 to 150.0K Factor= 3.70 H.5 8.57 0.1583 0.0 2.000 0.0 0.0 14.000 2.216 Vel = 7.78 H.5 0.0 0.671 Utr 2.0 3.000 9.516 to 150.0 0.0 2.000 0.0 T.29 8.57 0.1584 0.0 5.000 0.792 Vel = 7.78 T.29 0.0 0.671 Utr 2.0 6.000 10.308 to 150.0 0.0 2.000 0.0 H.8 8.57 0.1582 0.0 8.000 1.266 H.8 0.0 0.671 Utb 17.0 1.000 11.574 Vel = 7.78 to 150.0 0.0 17.000 0.0 T.31 8.57 0.1583 0.0 18.000 2.850 Vel = 7.78 T.31 -1.63 0.862 0.0 13.000 14.424 to 150.0 0.0 0.0 4.331 T.28 6.94 0.0316 0.0 13.000 0.411 T.28 Vel = 3.82 0.88 0.862 Utr 2.0 15.266 19.166 to 150.0 Utb 17.0 16.000 4.331 T.27 7.82 0.0394 0.0 31.266 1.231 1.27 12.22 1.054 Utr 4.0 16.000 24.728 Vel = 4.30 to 150.0 T 2.44 6.440 1.732 S.1 20.04 0.0845 0.0 22.440 1.896 S.1 0.0 1.054 2E 2.44 80.000 28.356 Vel = 7.37 to 150.0 0.0 2.440 12.732 MTR 20.04 0.0844 0.0 82.440 6.961 * Fixed Loss= 11 MTR 0.0 0.995 E 2.336 35.000 48.049 Veel = 7.37 to 150.0 T 5.841 9.345 0.0 STR 20.04 0.1118 G 1.168 44.345 4.956 Vel = 8.27 0.0 20.04 53.005 H.3 1.42 0.671 Utr 2.0 K Factor= 2.75 to 9.000 7.300 150.0 0.0 2.000 0.0 H.4 1.42 0.0057 0.0 11.000 0.063 Vel = 1.29 H.4 10.04 0.671 Utb 17.0 7.000 7.363 K Factor= 3.70 to 150.0 0.0 17.000 0.0 T.24 11.46 0.2710 0.0 24.000 6.504 T.24 -2.36 0.862 Utr 2.0 13.000 13.867 Vel = 10.40 to 150.0 0.0 2.000 4.331 T.25 9.1 0.0523 0.0 15.000 0.784 1.25 -2.22 0.862 Utb 17.0 25.000 18.982 Vel = 5.00 to 150.0 0.0 14.000 4.331 T.30 6.88 0.0311 0.0 39.000 1.212 Vel = 3.78 T.30 5.34 1.054 Utr 4.0 2.000 24.525 to 150.0 0.0 4.000 0.0 T.27 12.22 0.0338 0.0 6.000 0.203 Vel = 4.49 0.0 12.22 24.728 K Factor= 2.46 T.24 2.36 0.671 Utr 2.0 6.000 13.867 to 150.0 Utb 17.0 19.000 0.0 T.34 2.36 0.0146 0.0 25.000 0.364 Vel = 2.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 7 Uponor Date 72/29/2016 RIVER TERRACE-Two Head Calculation (H.3&H.4) Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. Pv ****** Notes ****** C" or Ftng's Pe Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.34 0.0 0.671 Utr 2.0 4.000 14.231 to 150.0 0.0 2.000 0.0 Vel = 2.14 H.9 2.36 0.0145 0.0 6.000 0.087 H.9 0.0 0.671 Utr 2.0 11.000 14.318 to 150.0 0.0 2.000 0.0 Vel = 2.14 H.12 2.36 0.0146 0.0 13.000 0.190 H.12 0.0 0.671 Utb 17.0 2.000 14.508 to 150.0 0.0 17.000 0.0 Vel = 2.14 T.40 2.36 0.0145 0.0 19.000 0.276 T.40 -1.40 0.671 Utb 17.0 16.000 14.784 to 150.0 Utr 2.0 19.000 0.0 Vel = 0.87 H.19 0.96 0.0027 0.0 35.000 0.096 H.19 0.0 0.671 Utr 2.0 9.000 14.880 to 150.0 0.0 2.000 0.0 Vel = 0.87 H.18 0.96 0.0027 0.0 11.000 0.030 H.18 0.0 0.671 Utb 17.0 3.000 14.910 to 150.0 0.0 17.000 0.0 Vel = 0.87 T.48 0.96 0.0028 0.0 20.000 0.055 T.48 1.63 0.862 0.0 14.000 14.965 to 150.0 0.0 0.0 4.331 Vel = 1.42 T.47 2.59 0.0051 0.0 14.000 0.071 T.47 0.59 0.862 Utr 2.0 16.000 19.367 to 150.0 0.0 2.000 4.331 Vel = 1.75 T.45 3.18 0.0075 0.0 18.000 0.135 T.45 0.02 0.671 Utb 17.0 3.000 23.833 to 150.0 0.0 17.000 0.0 Vel = 2.90 H.15 3.2 0.0255 0.0 20.000 0.510 H.15 0.0 0.671 Utr 2.0 2.000 24.343 to 150.0 0.0 2.000 0.0 Vel = 2.90 T.42 3.2 0.0255 0.0 4.000 0.102 T.42 2.14 1.054 0.0 11.000 24.445 to 150.0 0.0 0.0 0.0 Vel = 1.96 T.30 5.34 0.0073 0.0 11.000 0.080 0.0 5.34 24.525 K Factor= 1.08 T.31 1.64 0.671 Utb 17.0 8.000 14.424 to 150.0 Utr 2.0 19.000 0.0 Vel = 1.49 H.11 1.64 0.0074 0.0 27.000 0.200 H.11 0.0 0.671 Utr 2.0 3.000 14.624 to 150.0 0.0 2.000 0.0 Vel = 1.49 T.39 1.64 0.0074 0.0 5.000 0.037 T.39 0.0 0.671 Utr 2.0 4.000 14.661 to 150.0 0.0 2.000 0.0 Vel = 1.49 H.13 1.64 0.0075 0.0 6.000 0.045 H.13 0.0 0.671 Utr 2.0 12.000 14.706 to 150.0 0.0 2.000 0.0 H.20 1.64 0.0074 0.0 14.000 0.103 Vel = 1.49 H.20 0.0 0.671 Utb 17.0 4.000 14.809 to 150.0 0.0 17.000 0.0 Vel = 1.49 T.48 1.64 0.0074 0.0 21.000 0.156 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor ' RIVER TERRACE -Two Head Calculation (H.3 & H.4) DateDae 8 12/29/2016 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 1.64 14.965 K Factor= 0.42 T.25 2.23 0.862 Utb 17.0 3.802 18.982 to 150.0 0.0 14.000 0.0 T.26 2.23 0.0038 0.0 17.802 0.068 Vel = 1.23 T.26 -0.68 0.671 Utb 17.0 4.000 19.050 to 150.0 Utr 2.0 19.000 0.0 H.6 1.55 0.0067 0.0 23.000 0.155 Vel = 1.41 H.6 0.0 0.671 Utr 2.0 6.000 19.205 to 150.0 0.0 2.000 0.0 T.35 1.55 0.0066 0.0 8.000 0.053 Vel = 1.41 T.35 0.0 0.671 Utb 17.0 9.000 19.258 to 150.0 0.0 17.000 0.0 T.43 1.55 0.0067 0.0 26.000 0.175 Vel = 1.41 T.43 0.61 0.862 0.0 19.000 19.433 to 150.0 0.0 0.0 4.331 T.44 2.16 0.0036 0.0 19.000 0.069 Vel = 1.19 T.44 -0.01 0.671 Utb 17.0 2.000 23.833 to 150.0 0.0 17.000 0.0 H.14 2.15 0.0123 0.0 19.000 0.233 Vel = 1.95 H.14 0.0 0.671 Utr 2.0 5.000 24.066 to 150.0 0.0 2.000 0.0 T.41 2.15 0.0121 0.0 7.000 0.085 Vel = 1.95 T.41 0.0 0.671 Utb 17.0 5.000 24.151 to 150.0 Utr 2.0 19.000 0.0 T.42 2.15 0.0122 0.0 24.000 0.294 Vel = 1.95 0.0 2.15 24.445 K Factor= 0.43 T.26 0.67 0.671 Utb 17.0 14.000 19.050 to 150.0 0.0 17.000 0.0 H.1 0.67 0.0015 0.0 31.000 0.045 Vel = 0.61 H.1 0.0 0.671 Utr 2.0 10.000 19.095 to 150.0 0.0 2.000 0.0 H.2 0.67 0.0014 0.0 12.000 0.017 Vel = 0.61 H.2 0.0 0.671 Utb 17.0 12.000 19.112 to 150.0 0.0 17.000 0.0 T.23 0.67 0.0014 0.0 29.000 0.041 Vel = 0.61 T.23 0.21 0.862 Utb 17.0 4.000 19.153 to 150.0 0.0 14.000 0.0 T.28 0.88 0.0007 0.0 18.000 0.013 Vel = 0.48 0.0 0.88 19.166 K Factor= 0.20 T.40 1.40 0.862 0.0 18.000 14.784 to 150.0 0.0 0.0 4.331 T.38 1.4 0.0017 0.0 18.000 0.030 Vel = 0.77 T.38 -0.20 0.671 Utb 17.0 8.000 19.145 to 150.0 Utr 2.0 19.000 0.0 H.17 1.2 0.0041 0.0 27.000 0.112 Vel = 1.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • e 9 ag Uponor PPage 92/29/2016 RIVER TERRACE-Two Head Calculation (H.3 & 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 H.17 0.0 0.671 Utb 17.0 8.000 19.257 to 150.0 0.0 17.000 0.0 T.46 1.2 0.0042 0.0 25.000 0.104 Vel = 1.09 T.46 -0.59 0.671 Utr 2.0 2.000 19.361 to 150.0 Utb 17.0 19.000 0.0 Vel = 0.55 T.49 0.61 0.0012 0.0 21.000 0.025 T.49 0.0 0.671 0.0 3.000 19.386 to 150.0 0.0 0.0 0.0 H.22 0.61 0.0010 0.0 3.000 0.003 Vel = 0.55 H.22 0.0 0.671 Utr 2.0 12.000 19.389 to 150.0 0.0 2.000 0.0 H.16 0.61 0.0012 0.0 14.000 0.017 Vel = 0.55 H.16 0.0 0.671 Utb 17.0 4.000 19.406 to 150.0 Utr 2.0 19.000 0.0 Vel = 0.55 T.43 0.61 0.0012 0.0 23.000 0.027 0.0 0.61 19.433 K Factor= 0.14 T.38 0.21 0.671 Utb 17.0 6.000 19.145 to 150.0 0.0 17.000 0.0 T.33 0.21 0.0001 0.0 23.000 0.003 Vel = 0.19 T.33 -0.04 0.671 Utr 2.0 1.000 19.148 to 150.0 0.0 2.000 0.0 T.32 0.17 0.0003 0.0 3.000 0.001 Vel = 0.15 T.32 0.04 0.671 Utr 2.0 3.000 19.149 to 150.0 0.0 2.000 0.0 H.7 0.21 0.0002 0.0 5.000 0.001 Vel = 0.19 H.7 0.0 0.671 Utb 17.0 4.000 19.150 to 150.0 Utr 2.0 19.000 0.0 =Vel0.19 T.23 0.21 0.0001 0.0 23.000 0.003 0.0 0.21 19.153 K Factor= 0.05 T.33 0.04 0.671 Utb 17.0 7.000 19.148 to 150.0 0.0 17.000 0.0 H.10 0.04 0.0 0.0 24.000 0.001 Vel = 0.04 H.10 0.0 0.671 Utb 17.0 8.000 19.149 to 150.0 Utr 2.0 19.000 0.0 Vel = 0.04 T.32 0.04 0.0 0.0 27.000 0.0 0.0 0.04 19.149 K Factor= 0.01 T.46 0.59 0.862 Utb 17.0 5.000 19.361 to 150.0 0.0 14.000 0.0 T.47 0.59 0.0003 0.0 19.000 0.006 Vel = 0.32 0.0 0.59 19.367 K Factor= 0.13 T.44 0.01 0.671 Utb 17.0 7.000 23.833 to 150.0 Utr 2.0 19.000 0.0 = Vel 0.01 H.21 0.01 0.0 0.0 26.000 0.0 H.21 0.0 0.671 Utb 17.0 14.000 23.833 to 150.0 0.0 17.000 0.0 Vel = 0.01 T.45 0.01 0.0 0.0 31.000 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor RIVER TERRACE -Two Head Calculation (H.3& H.4) DateDae 10 12/29/2016 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 0.01 23.833 K Factor= 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087