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FIR2020-0110+Calculations+6.8.2021_11.05.55_AM+2237718DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - One Head Calcu Drawing RESIDENTIAL Location 514 8TH AVE N EDMONDS WA 98020 Remote Area 1 Contract 201208-01 Data File 201208-01 Thuesen Custom Homes Main Residence REV1.wx1 n (H.16) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - One Head Calculation (H.16) Date 6/3/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 Date - 12-08-2020 Location - EDMONDS WA 98020 Building - RESIDENTIAL System No. - 1 Contractor - RAINIER CUSTOM PLUMBING Contract No. - 201208-01 Calculated By - LIBBY BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 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 - 12.03Psi (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 RELIABLE Model LL-RFC49 I Elevation at Highest Outlet - 118 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 45.87 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 100 Elev. R Residual (Psi) - 20 Other Flow (Gpm) - 500 S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A-PEX Design Services Inc. THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - One Head Calculation (H.16) Page 2 Date 6/3/2021 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 7.796 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 45.874 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 53.972 150 140 130 P 120 R 110 C1 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW ( N 1 1.85 ) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. Page 3 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - One Head Calculation (H.16) Date 6/3/2021 Fitting Legend Abbrev. Name 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 Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - One Head Calculation (H.16) Date 6/3/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 100.0 20 500.0 99.847 17.0 45.874 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.16 118.0 4.9 12.03 H.9 118.0 13.02 H.5 118.0 14.09 T.34 118.0 14.74 T.37 109.0 20.43 T.39 109.0 20.86 S.1 104.0 23.55 PRV 100.0 32.52 MTR 100.0 43.46 STR 100.0 45.87 H.22 118.0 12.28 T.47 118.0 12.48 H.27 118.0 12.7 H.31 118.0 12.91 H.32 118.0 13.09 H.28 118.0 13.3 H.23 118.0 13.64 H.25 118.0 13.87 H.29 118.0 14.11 H.30 118.0 14.44 H.26 118.0 14.68 H.19 118.0 15.03 T.46 118.0 15.26 T.44 109.0 19.92 H.14 109.0 19.97 H.21 109.0 20.09 T.45 109.0 20.13 T.41 109.0 20.19 H.8 109.0 20.2 T.38 109.0 20.27 H.3 118.0 14.82 H.1 118.0 14.9 T.33 118.0 14.96 H.2 118.0 15.01 HA 118.0 15.09 T.35 118.0 15.13 H.6 118.0 15.25 T.36 118.0 15.29 T.40 109.0 19.99 H.18 118.0 15.27 H.10 118.0 15.27 H.7 118.0 15.28 17.0 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - One Head Calculation (H.16) Date 6/3/2021 Node Tag NODE ANALYSIS (cont.) Pressure Discharge Elevation Node Type at Node at Node Notes H.12 118.0 15.28 H.13 109.0 19.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - One Head Calculation (H.16) Date 6/3/2021 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.16 11.64 0.862 Utr 2.0 10.000 12.030 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.9 11.64 0.0822 0.0 12.000 0.987 Vel = 6.40 H.9 0.0 0.862 Utr 2.0 11.000 13.017 to 150.0 0.0 2.000 0.0 H.5 11.64 0.0822 0.0 13.000 1.069 Vel = 6.40 H.5 0.0 0.862 Utr 2.0 6.000 14.086 to 150.0 0.0 2.000 0.0 T.34 11.64 0.0822 0.0 8.000 0.658 Vel = 6.40 T.34 -3.80 0.862 2Utb 34.0 17.000 14.744 to 150.0 0.0 28.000 3.898 T.37 7.84 0.0396 0.0 45.000 1.784 Vel = 4.31 T.37 9.16 1.054 Utr 4.0 3.000 20.426 to 150.0 0.0 4.000 0.0 T.39 17.0 0.0623 0.0 7.000 0.436 Vel = 6.25 T.39 0.0 1.054 T 2.44 6.000 20.862 to 150.0 0.0 2.440 2.166 S.1 17.0 0.0622 0.0 8.440 0.525 Vel = 6.25 S.1 0.0 1.244 2E 3.443 5.000 23.553 to 150.0 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 17.0 0.0278 0.0 8.443 0.235 Vel = 4.49 PRV 0.0 1.054 2E 2.44 125.000 32.520 to 150.0 0.0 2.440 3.000 * * Fixed Loss = 3 MTR 17.0 0.0623 0.0 127.440 7.935 Vel = 6.25 MTR 0.0 0.995 E 2.336 20.000 43.455 to 150.0 T 5.841 9.345 0.0 STR 17.0 0.0824 G 1.168 29.345 2.419 Vel = 7.01 0.0 17.00 45.874 K Factor = 2.51 H.16 5.36 0.862 Utr 2.0 11.000 12.030 to 150.0 0.0 2.000 0.0 H.22 5.36 0.0196 0.0 13.000 0.255 Vel = 2.95 H.22 0.0 0.862 Utr 2.0 8.000 12.285 to 150.0 0.0 2.000 0.0 T.47 5.36 0.0196 0.0 10.000 0.196 Vel = 2.95 T.47 0.0 0.862 Utr 2.0 9.000 12.481 to 150.0 0.0 2.000 0.0 H.27 5.36 0.0195 0.0 11.000 0.215 Vel = 2.95 H.27 0.0 0.862 Utr 2.0 9.000 12.696 to 150.0 0.0 2.000 0.0 H.31 5.36 0.0196 0.0 11.000 0.216 Vel = 2.95 H.31 0.0 0.862 0.0 9.000 12.912 to 150.0 0.0 0.0 0.0 H.32 5.36 0.0197 0.0 9.000 0.177 Vel = 2.95 H.32 0.0 0.862 Utr 2.0 9.000 13.089 to 150.0 0.0 2.000 0.0 H.28 5.36 0.0195 0.0 11.000 0.215 Vel = 2.95 H.28 0.0 0.862 Utr 2.0 15.000 13.304 to 150.0 0.0 2.000 0.0 H.23 5.36 0.0196 0.0 17.000 0.334 Vel = 2.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - One Head Calculation (H.16) Date 6/3/2021 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.23 0.0 0.862 Utr 2.0 10.000 13.638 to 150.0 0.0 2.000 0.0 H.25 5.36 0.0196 0.0 12.000 0.235 Vel = 2.95 H.25 0.0 0.862 Utr 2.0 10.000 13.873 to 150.0 0.0 2.000 0.0 H.29 5.36 0.0196 0.0 12.000 0.235 Vel = 2.95 H.29 0.0 0.862 0.0 17.000 14.108 to 150.0 0.0 0.0 0.0 H.30 5.36 0.0196 0.0 17.000 0.333 Vel = 2.95 H.30 0.0 0.862 Utr 2.0 10.000 14.441 to 150.0 0.0 2.000 0.0 H.26 5.36 0.0197 0.0 12.000 0.236 Vel = 2.95 H.26 0.0 0.862 Utr 2.0 16.000 14.677 to 150.0 0.0 2.000 0.0 H.19 5.36 0.0196 0.0 18.000 0.352 Vel = 2.95 H.19 0.0 0.862 Utr 2.0 10.000 15.029 to 150.0 0.0 2.000 0.0 T.46 5.36 0.0197 0.0 12.000 0.236 Vel = 2.95 T.46 -0.64 0.862 2Utb 34.0 21.000 15.265 to 150.0 0.0 28.000 3.898 T.44 4.72 0.0155 0.0 49.000 0.760 Vel = 2.59 T.44 -2.42 0.862 0.0 11.000 19.923 to 150.0 0.0 0.0 0.0 H.14 2.3 0.0041 0.0 11.000 0.045 Vel = 1.26 H.14 0.0 0.862 Utr 2.0 27.000 19.968 to 150.0 0.0 2.000 0.0 H.21 2.3 0.0041 0.0 29.000 0.119 Vel = 1.26 H.21 0.0 0.862 0.0 10.000 20.087 to 150.0 0.0 0.0 0.0 T.45 2.3 0.0041 0.0 10.000 0.041 Vel = 1.26 T.45 0.0 0.862 Utr 2.0 12.000 20.128 to 150.0 0.0 2.000 0.0 T.41 2.3 0.0041 0.0 14.000 0.058 Vel = 1.26 T.41 0.0 0.862 Utr 2.0 1.000 20.186 to 150.0 0.0 2.000 0.0 H.8 2.3 0.0040 0.0 3.000 0.012 Vel = 1.26 H.8 0.0 0.862 Utb 17.0 1.000 20.198 to 150.0 Utr 2.0 16.000 0.0 T.38 2.3 0.0041 0.0 17.000 0.070 Vel = 1.26 T.38 6.85 1.054 Utr 4.0 4.000 20.268 to 150.0 0.0 4.000 0.0 T.37 9.15 0.0198 0.0 8.000 0.158 Vel = 3.36 0.0 9.15 20.426 K Factor = 2.02 T.34 3.79 0.862 Utr 2.0 5.000 14.744 to 150.0 0.0 2.000 0.0 H.3 3.79 0.0104 0.0 7.000 0.073 Vel = 2.08 H.3 0.0 0.862 Utr 2.0 6.000 14.817 to 150.0 0.0 2.000 0.0 H.1 3.79 0.0104 0.0 8.000 0.083 Vel = 2.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - One Head Calculation (H.16) Date 6/3/2021 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.1 0.0 0.862 Utr 2.0 4.000 14.900 to 150.0 0.0 2.000 0.0 T.33 3.79 0.0103 0.0 6.000 0.062 Vel = 2.08 T.33 0.0 0.862 Utr 2.0 3.000 14.962 to 150.0 0.0 2.000 0.0 H.2 3.79 0.0102 0.0 5.000 0.051 Vel = 2.08 H.2 0.0 0.862 Utr 2.0 5.000 15.013 to 150.0 0.0 2.000 0.0 HA 3.79 0.0104 0.0 7.000 0.073 Vel = 2.08 HA 0.0 0.862 Utr 2.0 2.000 15.086 to 150.0 0.0 2.000 0.0 T.35 3.79 0.0102 0.0 4.000 0.041 Vel = 2.08 T.35 0.0 0.862 Utr 2.0 10.000 15.127 to 150.0 0.0 2.000 0.0 H.6 3.79 0.0103 0.0 12.000 0.124 Vel = 2.08 H.6 0.0 0.862 Utr 2.0 2.000 15.251 to 150.0 0.0 2.000 0.0 T.36 3.79 0.0105 0.0 4.000 0.042 Vel = 2.08 T.36 0.64 0.862 2Utb 34.0 30.000 15.293 to 150.0 0.0 28.000 3.898 T.40 4.43 0.0138 0.0 58.000 0.799 Vel = 2.44 T.40 2.42 0.862 Utr 2.0 7.000 19.990 to 150.0 0.0 2.000 0.0 T.38 6.85 0.0309 0.0 9.000 0.278 Vel = 3.77 0.0 6.85 20.268 K Factor = 1.52 T.46 0.64 0.862 Utr 2.0 1.000 15.265 to 150.0 0.0 2.000 0.0 H.18 0.64 0.0003 0.0 3.000 0.001 Vel = 0.35 H.18 0.0 0.862 Utr 2.0 16.000 15.266 to 150.0 0.0 2.000 0.0 H.10 0.64 0.0004 0.0 18.000 0.007 Vel = 0.35 H.10 0.0 0.862 Utr 2.0 15.000 15.273 to 150.0 0.0 2.000 0.0 H.7 0.64 0.0004 0.0 17.000 0.006 Vel = 0.35 H.7 0.0 0.862 0.0 15.000 15.279 to 150.0 0.0 0.0 0.0 H.12 0.64 0.0004 0.0 15.000 0.006 Vel = 0.35 H.12 0.0 0.862 Utr 2.0 18.000 15.285 to 150.0 0.0 2.000 0.0 T.36 0.64 0.0004 0.0 20.000 0.008 Vel = 0.35 0.0 0.64 15.293 K Factor = 0.16 T.44 2.42 0.862 Utr 2.0 1.000 19.923 to 150.0 0.0 2.000 0.0 H.13 2.42 0.0043 0.0 3.000 0.013 Vel = 1.33 H.13 0.0 0.862 Utr 2.0 10.000 19.936 to 150.0 0.0 2.000 0.0 T.40 2.42 0.0045 0.0 12.000 0.054 Vel = 1.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - One Head Calculation (H.16) Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 2.42 19.990 Page 9 Date 6/3/2021 ******* Notes ****** K Factor = 0.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 & H.28) DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name : THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - Two Head Calcu Drawing RESIDENTIAL Location 514 8TH AVE N EDMONDS WA 98020 Remote Area 1 Contract 201208-01 Data File 201208-01 Thuesen Custom Homes Main Residence REV1.wx2 n (H.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - Two Head Calculation (H.32 & H.28) Date 6/3/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 Date - 12-08-2020 Location - EDMONDS WA 98020 Building - RESIDENTIAL System No. - 1 Contractor - RAINIER CUSTOM PLUMBING Contract No. - 201208-01 Calculated By - LIBBY BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 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 RELIABLE Model LL-RFC49 I Elevation at Highest Outlet - 118 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.0063 Psi Required 63.01 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 100 Elev. R Residual (Psi) - 20 Other Flow (Gpm) - 500 S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A-PEX Design Services Inc. THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - Two Head Calculation (H.32 & H.28) Page 2 Date 6/3/2021 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 7.796 C2 - Residual Pressure: 20 D2 - System Flow : 26.006 C2 - Residual Flow 500 D2 - System Pressure 63.014 Hose ( Demand ) D3 - System Demand : 26.006 Safety Margin 36.649 150 140 130 P 120 R 110 C1 E 100 S 90 S 80 U 70 D2 R 60 E 50 40 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW ( N 1 1.85 ) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. Page 3 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - Two Head Calculation (H.32 & H.28) Date 6/3/2021 Fitting Legend Abbrev. Name 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 Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - Two Head Calculation (H.32 & H.28) Date 6/3/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 100.0 20 500.0 99.663 26.01 63.014 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.28 118.0 4.9 7.04 13.0 H.23 118.0 8.6 H.25 118.0 9.71 H.29 118.0 10.81 H.30 118.0 12.37 H.26 118.0 13.48 H.19 118.0 15.13 T.46 118.0 16.23 T.44 109.0 22.41 H.14 109.0 22.53 H.21 109.0 22.85 T.45 109.0 22.96 T.41 109.0 23.11 H.8 109.0 23.15 T.38 109.0 23.34 T.37 109.0 23.74 T.39 109.0 24.7 S.1 104.0 28.02 PRV 100.0 37.27 MTR 100.0 57.7 STIR 100.0 63.01 H.32 118.0 4.9 7.04 13.0 H.31 118.0 8.04 H.27 118.0 9.26 T.47 118.0 10.47 H.22 118.0 11.58 H.16 118.0 13.01 H.9 118.0 14.34 H.5 118.0 15.78 T.34 118.0 16.66 H.18 118.0 16.26 H.10 118.0 16.45 H.7 118.0 16.63 H.12 118.0 16.79 T.36 118.0 17.0 T.40 109.0 22.63 H.3 118.0 16.7 H.1 118.0 16.75 T.33 118.0 16.79 H.2 118.0 16.82 HA 118.0 16.87 T.35 118.0 16.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - Two Head Calculation (H.32 & H.28) Date 6/3/2021 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 118.0 16.97 H.13 109.0 22.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - Two Head Calculation (H.32 & H.28) Date 6/3/2021 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.28 12.36 0.862 Utr 2.0 15.000 7.040 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.23 12.36 0.0919 0.0 17.000 1.563 Vel = 6.80 H.23 0.0 0.862 Utr 2.0 10.000 8.603 to 150.0 0.0 2.000 0.0 H.25 12.36 0.0919 0.0 12.000 1.103 Vel = 6.80 H.25 0.0 0.862 Utr 2.0 10.000 9.706 to 150.0 0.0 2.000 0.0 H.29 12.36 0.0919 0.0 12.000 1.103 Vel = 6.80 H.29 0.0 0.862 0.0 17.000 10.809 to 150.0 0.0 0.0 0.0 H.30 12.36 0.0919 0.0 17.000 1.563 Vel = 6.80 H.30 0.0 0.862 Utr 2.0 10.000 12.372 to 150.0 0.0 2.000 0.0 H.26 12.36 0.0919 0.0 12.000 1.103 Vel = 6.80 H.26 0.0 0.862 Utr 2.0 16.000 13.475 to 150.0 0.0 2.000 0.0 H.19 12.36 0.0919 0.0 18.000 1.655 Vel = 6.80 H.19 0.0 0.862 Utr 2.0 10.000 15.130 to 150.0 0.0 2.000 0.0 T.46 12.36 0.0919 0.0 12.000 1.103 Vel = 6.80 T.46 -3.82 0.862 2Utb 34.0 21.000 16.233 to 150.0 0.0 28.000 3.898 T.44 8.54 0.0464 0.0 49.000 2.275 Vel = 4.69 T.44 -4.61 0.862 0.0 11.000 22.406 to 150.0 0.0 0.0 0.0 H.14 3.93 0.0111 0.0 11.000 0.122 Vel = 2.16 H.14 0.0 0.862 Utr 2.0 27.000 22.528 to 150.0 0.0 2.000 0.0 H.21 3.93 0.0110 0.0 29.000 0.320 Vel = 2.16 H.21 0.0 0.862 0.0 10.000 22.848 to 150.0 0.0 0.0 0.0 T.45 3.93 0.0111 0.0 10.000 0.111 Vel = 2.16 T.45 0.0 0.862 Utr 2.0 12.000 22.959 to 150.0 0.0 2.000 0.0 T.41 3.93 0.0111 0.0 14.000 0.155 Vel = 2.16 T.41 0.0 0.862 Utr 2.0 1.000 23.114 to 150.0 0.0 2.000 0.0 H.8 3.93 0.0110 0.0 3.000 0.033 Vel = 2.16 H.8 0.0 0.862 Utb 17.0 1.000 23.147 to 150.0 Utr 2.0 16.000 0.0 T.38 3.93 0.0111 0.0 17.000 0.188 Vel = 2.16 T.38 11.35 1.054 Utr 4.0 4.000 23.335 to 150.0 0.0 4.000 0.0 T.37 15.28 0.0511 0.0 8.000 0.409 Vel = 5.62 T.37 10.73 1.054 Utr 4.0 3.000 23.744 to 150.0 0.0 4.000 0.0 T.39 26.01 0.1367 0.0 7.000 0.957 Vel = 9.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - Two Head Calculation (H.32 & H.28) Date 6/3/2021 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.39 0.0 1.054 T 2.44 6.000 24.701 to 150.0 0.0 2.440 2.166 S.1 26.01 0.1367 0.0 8.440 1.154 Vel = 9.56 S.1 0.0 1.244 2E 3.443 5.000 28.021 to 150.0 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 26.01 0.0611 0.0 8.443 0.516 Vel = 6.87 PRV 0.0 1.054 2E 2.44 125.000 37.269 to 150.0 0.0 2.440 3.000 * * Fixed Loss = 3 MTR 26.01 0.1368 0.0 127.440 17.431 Vel = 9.56 MTR 0.0 0.995 E 2.336 20.000 57.700 to 150.0 T 5.841 9.345 0.0 STIR 26.01 0.1811 G 1.168 29.345 5.314 Vel = 10.73 0.0 26.01 63.014 K Factor = 3.28 H.28 0.64 0.862 Utr 2.0 9.000 7.040 to 150.0 0.0 2.000 0.0 H.32 0.64 0.0004 0.0 11.000 0.004 Vel = 0.35 H.32 13.01 0.862 0.0 9.000 7.044 K Factor = 4.90 to 150.0 0.0 0.0 0.0 H.31 13.65 0.1106 0.0 9.000 0.995 Vel = 7.50 H.31 0.0 0.862 Utr 2.0 9.000 8.039 to 150.0 0.0 2.000 0.0 H.27 13.65 0.1105 0.0 11.000 1.216 Vel = 7.50 H.27 0.0 0.862 Utr 2.0 9.000 9.255 to 150.0 0.0 2.000 0.0 T.47 13.65 0.1105 0.0 11.000 1.215 Vel = 7.50 T.47 0.0 0.862 Utr 2.0 8.000 10.470 to 150.0 0.0 2.000 0.0 H.22 13.65 0.1105 0.0 10.000 1.105 Vel = 7.50 H.22 0.0 0.862 Utr 2.0 11.000 11.575 to 150.0 0.0 2.000 0.0 H.16 13.65 0.1105 0.0 13.000 1.437 Vel = 7.50 H.16 0.0 0.862 Utr 2.0 10.000 13.012 to 150.0 0.0 2.000 0.0 H.9 13.65 0.1105 0.0 12.000 1.326 Vel = 7.50 H.9 0.0 0.862 Utr 2.0 11.000 14.338 to 150.0 0.0 2.000 0.0 H.5 13.65 0.1105 0.0 13.000 1.437 Vel = 7.50 H.5 0.0 0.862 Utr 2.0 6.000 15.775 to 150.0 0.0 2.000 0.0 T.34 13.65 0.1105 0.0 8.000 0.884 Vel = 7.50 T.34 -2.92 0.862 2Utb 34.0 17.000 16.659 to 150.0 0.0 28.000 3.898 T.37 10.73 0.0708 0.0 45.000 3.187 Vel = 5.90 0.0 10.73 23.744 K Factor = 2.20 T.46 3.82 0.862 Utr 2.0 1.000 16.233 to 150.0 0.0 2.000 0.0 H.18 3.82 0.0107 0.0 3.000 0.032 Vel = 2.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - Two Head Calculation (H.32 & H.28) Date 6/3/2021 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.18 0.0 0.862 Utr 2.0 16.000 16.265 to 150.0 0.0 2.000 0.0 H.10 3.82 0.0104 0.0 18.000 0.188 Vel = 2.10 H.10 0.0 0.862 Utr 2.0 15.000 16.453 to 150.0 0.0 2.000 0.0 H.7 3.82 0.0104 0.0 17.000 0.177 Vel = 2.10 H.7 0.0 0.862 0.0 15.000 16.630 to 150.0 0.0 0.0 0.0 H.12 3.82 0.0105 0.0 15.000 0.157 Vel = 2.10 H.12 0.0 0.862 Utr 2.0 18.000 16.787 to 150.0 0.0 2.000 0.0 T.36 3.82 0.0104 0.0 20.000 0.209 Vel = 2.10 T.36 2.91 0.862 2Utb 34.0 30.000 16.996 to 150.0 0.0 28.000 3.898 T.40 6.73 0.0299 0.0 58.000 1.735 Vel = 3.70 T.40 4.61 0.862 Utr 2.0 7.000 22.629 to 150.0 0.0 2.000 0.0 T.38 11.34 0.0784 0.0 9.000 0.706 Vel = 6.23 0.0 11.34 23.335 K Factor = 2.35 T.34 2.92 0.862 Utr 2.0 5.000 16.659 to 150.0 0.0 2.000 0.0 H.3 2.92 0.0064 0.0 7.000 0.045 Vel = 1.61 H.3 0.0 0.862 Utr 2.0 6.000 16.704 to 150.0 0.0 2.000 0.0 H.1 2.92 0.0062 0.0 8.000 0.050 Vel = 1.61 H.1 0.0 0.862 Utr 2.0 4.000 16.754 to 150.0 0.0 2.000 0.0 T.33 2.92 0.0065 0.0 6.000 0.039 Vel = 1.61 T.33 0.0 0.862 Utr 2.0 3.000 16.793 to 150.0 0.0 2.000 0.0 H.2 2.92 0.0062 0.0 5.000 0.031 Vel = 1.61 H.2 0.0 0.862 Utr 2.0 5.000 16.824 to 150.0 0.0 2.000 0.0 HA 2.92 0.0064 0.0 7.000 0.045 Vel = 1.61 HA 0.0 0.862 Utr 2.0 2.000 16.869 to 150.0 0.0 2.000 0.0 T.35 2.92 0.0062 0.0 4.000 0.025 Vel = 1.61 T.35 0.0 0.862 Utr 2.0 10.000 16.894 to 150.0 0.0 2.000 0.0 H.6 2.92 0.0064 0.0 12.000 0.077 Vel = 1.61 H.6 0.0 0.862 Utr 2.0 2.000 16.971 to 150.0 0.0 2.000 0.0 T.36 2.92 0.0062 0.0 4.000 0.025 Vel = 1.61 0.0 2.92 16.996 K Factor = 0.71 T.44 4.61 0.862 Utr 2.0 1.000 22.406 to 150.0 0.0 2.000 0.0 H.13 4.61 0.0150 0.0 3.000 0.045 Vel = 2.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 THUESEN CUSTOM HOMES - MAIN RESIDENCE REV1 - Two Head Calculation (H.32 & H.28) Date 6/3/2021 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.13 0.0 0.862 Utr 2.0 10.000 22.451 to 150.0 0.0 2.000 0.0 T.40 4.61 0.0148 0.0 12.000 0.178 Vel = 2.53 0.0 4.61 22.629 K Factor = 0.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087