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FIR2020-0109+Calculations+12.9.2020_1.06.46_PM
RECEIVED FI R2020-0109 Dec 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT moo 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 - One Head Calculation (H 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.wx1 5) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 THUESEN CUSTOM HOMES - MAIN RESIDENCE - One Head Calculation (H.15) Date 12/8/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - THUESEN CUSTOM HOMES - MAIN RESIDENCE Location - EDMONDS WA 98020 Date - 12-08-2020 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 - 116 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 44.73 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 - One Head Calculation (H.15) Page 2 Date 12/8/2020 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 44.733 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 55.114 150 140 130 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. THUESEN CUSTOM HOMES - MAIN RESIDENCE - One Head Calculation (H.15) Fitting Legend Abbrev. Name Page 3 Date 12/8/2020 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 - One Head Calculation (H.15) Date 12/8/2020 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 44.733 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 116.0 H.9 116.0 H.6 116.0 T.31 116.0 T.33 108.0 S.1 104.0 PRV 100.0 MTR 100.0 STIR 100.0 H.19 116.0 T.40 116.0 H.24 116.0 H.28 116.0 H.27 116.0 H.23 116.0 H.20 116.0 H.22 116.0 H.26 116.0 H.25 116.0 H.21 116.0 H.16 116.0 T.39 116.0 T.37 108.0 H.13 108.0 H.18 108.0 T.38 108.0 T.36 108.0 H.8 108.0 T.34 108.0 HA 116.0 H.2 116.0 T.29 116.0 H.1 116.0 H.3 116.0 T.30 116.0 H.5 116.0 T.32 116.0 T.35 108.0 H.17 116.0 H.10 116.0 H.7 116.0 H.11 116.0 4.9 12.03 13.02 14.09 14.75 19.97 22.41 31.38 42.31 44.73 12.28 12.48 12.7 12.91 13.09 13.3 13.64 13.87 14.1 14.44 14.67 15.02 15.26 19.47 19.51 19.63 19.67 19.73 19.74 19.81 14.82 14.9 14.96 15.01 15.08 15.12 15.25 15.29 19.53 15.26 15.27 15.28 15.28 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. THUESEN CUSTOM HOMES - MAIN RESIDENCE - One Head Calculation (H.15) Node Tag NODE ANALYSIS (cont.) Page 5 Date 12/8/2020 Pressure Discharge Elevation Node Type at Node at Node Notes H.12 108.0 19.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 THUESEN CUSTOM HOMES - MAIN RESIDENCE - One Head Calculation (H.15) Date 12/8/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.15 116 4.90 11.64 1 Utr 2.0 10.000 150 12.030 to 0.0 2.000 0.0 H.9 116 11.64 0.862 0.0 12.000 0.0823 0.988 Vel = 6.40 H.9 116 0.0 1 Utr 2.0 11.000 150 13.018 to 0.0 2.000 0.0 H.6 116 11.64 0.862 0.0 13.000 0.0823 1.070 Vel = 6.40 H.6 116 0.0 1 Utr 2.0 6.000 150 14.088 to 0.0 2.000 0.0 T.31 116 11.64 0.862 0.0 8.000 0.0822 0.658 Vel = 6.40 T.31 116 -3.77 1 2Utb 34.0 16.000 150 14.746 to 0.0 28.000 3.465 T.33 108 7.87 0.862 0.0 44.000 0.0399 1.756 Vel = 4.33 T.33 108 9.13 1.25 T 2.44 9.000 150 19.967 to 0.0 2.440 1.732 S.1 104 17.0 1.054 0.0 11.440 0.0623 0.713 Vel = 6.25 S.1 104 0.0 1.5 2E 3.443 5.000 150 22.412 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 17.0 1.244 0.0 8.443 0.0278 0.235 Vel = 4.49 PRV 100 to MTR 100 MTR 100 to STIR 100 0.0 1.25 2E 2.44 125.000 0.0 2.440 17.0 1.054 0.0 127.440 0.0 1 E 2.336 20.000 T 5.841 9.345 17.0 0.995 G 1.168 29.345 150 31.379 3.000 * * Fixed Loss = 3 0.0623 7.935 Vel = 6.25 150 42.314 0.0 0.0824 2.419 Vel = 7.01 0.0 STR 17.00 44.733 K Factor = 2.54 H.15 116 5.36 1 Utr 2.0 11.000 150 12.030 to 0.0 2.000 0.0 H.19 116 5.36 0.862 0.0 13.000 0.0195 0.254 Vel = 2.95 H.19 116 0.0 1 Utr 2.0 8.000 150 12.284 to 0.0 2.000 0.0 T.40 116 5.36 0.862 0.0 10.000 0.0196 0.196 Vel = 2.95 T.40 116 0.0 1 Utr 2.0 9.000 150 12.480 to 0.0 2.000 0.0 H.24 116 5.36 0.862 0.0 11.000 0.0196 0.216 Vel = 2.95 H.24 116 0.0 1 Utr 2.0 9.000 150 12.696 to 0.0 2.000 0.0 H.28 116 5.36 0.862 0.0 11.000 0.0195 0.215 Vel = 2.95 H.28 116 0.0 1 0.0 9.000 150 12.911 to 0.0 0.0 0.0 H.27 116 5.36 0.862 0.0 9.000 0.0196 0.176 Vel = 2.95 H.27 116 0.0 1 Utr 2.0 9.000 150 13.087 to 0.0 2.000 0.0 H.23 116 5.36 0.862 0.0 11.000 0.0195 0.215 Vel = 2.95 H.23 116 0.0 1 Utr 2.0 15.000 150 13.302 to 0.0 2.000 0.0 H.20 116 5.36 0.862 0.0 17.000 0.0196 0.333 Vel = 2.95 H.20 116 0.0 1 Utr 2.0 10.000 150 13.635 to 0.0 2.000 0.0 H.22 116 5.36 0.862 0.0 12.000 0.0196 0.235 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 - One Head Calculation (H.15) Date 12/8/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.22 116 0.0 1 Utr 2.0 10.000 150 13.870 to 0.0 2.000 0.0 H.26 116 5.36 0.862 0.0 12.000 0.0196 0.235 Vel = 2.95 H.26 116 0.0 1 0.0 17.000 150 14.105 to 0.0 0.0 0.0 H.25 116 5.36 0.862 0.0 17.000 0.0196 0.333 Vel = 2.95 H.25 116 0.0 1 Utr 2.0 10.000 150 14.438 to 0.0 2.000 0.0 H.21 116 5.36 0.862 0.0 12.000 0.0196 0.235 Vel = 2.95 H.21 116 0.0 1 Utr 2.0 16.000 150 14.673 to 0.0 2.000 0.0 H.16 116 5.36 0.862 0.0 18.000 0.0196 0.352 Vel = 2.95 H.16 116 0.0 1 Utr 2.0 10.000 150 15.025 to 0.0 2.000 0.0 T.39 116 5.36 0.862 0.0 12.000 0.0196 0.235 Vel = 2.95 T.39 116 -0.65 1 2Utb 34.0 20.000 150 15.260 to 0.0 28.000 3.465 T.37 108 4.71 0.862 0.0 48.000 0.0154 0.741 Vel = 2.59 T.37 108 -2.41 1 0.0 11.000 150 19.466 to 0.0 0.0 0.0 H.13 108 2.3 0.862 0.0 11.000 0.0041 0.045 Vel = 1.26 H.13 108 0.0 1 Utr 2.0 27.000 150 19.511 to 0.0 2.000 0.0 H.18 108 2.3 0.862 0.0 29.000 0.0041 0.118 Vel = 1.26 H.18 108 0.0 1 0.0 10.000 150 19.629 to 0.0 0.0 0.0 T.38 108 2.3 0.862 0.0 10.000 0.0041 0.041 Vel = 1.26 T.38 108 0.0 1 Utr 2.0 12.000 150 19.670 to 0.0 2.000 0.0 T.36 108 2.3 0.862 0.0 14.000 0.0041 0.058 Vel = 1.26 T.36 108 0.0 1 Utr 2.0 1.000 150 19.728 to 0.0 2.000 0.0 H.8 108 2.3 0.862 0.0 3.000 0.0040 0.012 Vel = 1.26 H.8 108 0.0 1 Utb 17.0 1.000 150 19.740 to Utr 2.0 16.000 0.0 T.34 108 2.3 0.862 0.0 17.000 0.0041 0.069 Vel = 1.26 T.34 108 6.82 1.25 Utr 4.0 4.000 150 19.809 to 0.0 4.000 0.0 T.33 108 9.12 1.054 0.0 8.000 0.0198 0.158 Vel = 3.35 0.0 T.33 9.12 19.967 K Factor = 2.04 T.31 116 3.77 1 Utr 2.0 5.000 150 14.746 to 0.0 2.000 0.0 HA 116 3.77 0.862 0.0 7.000 0.0103 0.072 Vel = 2.07 HA 116 0.0 1 Utr 2.0 6.000 150 14.818 to 0.0 2.000 0.0 H.2 116 3.77 0.862 0.0 8.000 0.0102 0.082 Vel = 2.07 H.2 116 0.0 1 Utr 2.0 4.000 150 14.900 to 0.0 2.000 0.0 T.29 116 3.77 0.862 0.0 6.000 0.0102 0.061 Vel = 2.07 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 - One Head Calculation (H.15) Date 12/8/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf T.29 116 0.0 1 Utr 2.0 3.000 150 14.961 to 0.0 2.000 0.0 H.1 116 3.77 0.862 0.0 5.000 0.0102 0.051 Vel = 2.07 H.1 116 0.0 1 Utr 2.0 5.000 150 15.012 to 0.0 2.000 0.0 H.3 116 3.77 0.862 0.0 7.000 0.0103 0.072 Vel = 2.07 H.3 116 0.0 1 Utr 2.0 2.000 150 15.084 to 0.0 2.000 0.0 T.30 116 3.77 0.862 0.0 4.000 0.0102 0.041 Vel = 2.07 T.30 116 0.0 1 Utr 2.0 10.000 150 15.125 to 0.0 2.000 0.0 H.5 116 3.77 0.862 0.0 12.000 0.0102 0.122 Vel = 2.07 H.5 116 0.0 1 Utr 2.0 2.000 150 15.247 to 0.0 2.000 0.0 T.32 116 3.77 0.862 0.0 4.000 0.0102 0.041 Vel = 2.07 T.32 116 0.64 1 2Utb 34.0 29.000 150 15.288 to 0.0 28.000 3.465 T.35 108 4.41 0.862 0.0 57.000 0.0137 0.780 Vel = 2.42 T.35 108 2.42 1 Utr 2.0 7.000 150 19.533 to 0.0 2.000 0.0 T.34 108 6.83 0.862 0.0 9.000 0.0307 0.276 Vel = 3.75 0.0 T.34 6.83 19.809 K Factor = 1.53 T.39 116 0.64 1 Utr 2.0 1.000 150 15.260 to 0.0 2.000 0.0 H.17 116 0.64 0.862 0.0 3.000 0.0003 0.001 Vel = 0.35 H.17 116 0.0 1 Utr 2.0 16.000 150 15.261 to 0.0 2.000 0.0 H.10 116 0.64 0.862 0.0 18.000 0.0004 0.007 Vel = 0.35 H.10 116 0.0 1 Utr 2.0 15.000 150 15.268 to 0.0 2.000 0.0 H.7 116 0.64 0.862 0.0 17.000 0.0004 0.007 Vel = 0.35 H.7 116 0.0 1 0.0 15.000 150 15.275 to 0.0 0.0 0.0 H.11 116 0.64 0.862 0.0 15.000 0.0003 0.005 Vel = 0.35 H.11 116 0.0 1 Utr 2.0 18.000 150 15.280 to 0.0 2.000 0.0 T.32 116 0.64 0.862 0.0 20.000 0.0004 0.008 Vel = 0.35 0.0 T.32 0.64 15.288 K Factor = 0.16 T.37 108 2.41 1 Utr 2.0 1.000 150 19.466 to 0.0 2.000 0.0 H.12 108 2.41 0.862 0.0 3.000 0.0043 0.013 Vel = 1.32 H.12 108 0.0 1 Utr 2.0 10.000 150 19.479 to 0.0 2.000 0.0 T.35 108 2.41 0.862 0.0 12.000 0.0045 0.054 Vel = 1.32 0.0 T.35 2.41 19.533 K Factor = 0.55 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 - One Head Calculation (H.15) Page 9 Date 12/8/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 H.23) DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name 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.wx2 7& Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 THUESEN CUSTOM HOMES - MAIN RESIDENCE - Two Head Calculation (H.27 & H.23) Date 12/8/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - THUESEN CUSTOM HOMES - MAIN RESIDENCE Location - EDMONDS WA 98020 Date - 12-08-2020 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 - 116 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.0063 Psi Required 61.55 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 - Two Head Calculation (H.27 & H.23) Page 2 Date 12/8/2020 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.006 C2 - Residual Flow 500 D2 - System Pressure 61.549 Hose ( Demand ) D3 - System Demand : 26.006 Safety Margin 38.114 150 140 130 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 - Two Head Calculation (H.27 & H.23) Date 12/8/2020 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 - Two Head Calculation (H.27 & H.23) Date 12/8/2020 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 61.549 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.23 116.0 4.9 7.04 13.0 H.20 116.0 8.6 H.22 116.0 9.7 H.26 116.0 10.81 H.25 116.0 12.37 H.21 116.0 13.47 H.16 116.0 15.13 T.39 116.0 16.23 T.37 108.0 21.92 H.13 108.0 22.05 H.18 108.0 22.37 T.38 108.0 22.48 T.36 108.0 22.63 H.8 108.0 22.66 T.34 108.0 22.85 T.33 108.0 23.26 S.1 104.0 26.56 PRV 100.0 35.8 MTR 100.0 56.24 STIR 100.0 61.55 H.27 116.0 4.9 7.04 13.0 H.28 116.0 8.04 H.24 116.0 9.26 T.40 116.0 10.47 H.19 116.0 11.58 H.15 116.0 13.01 H.9 116.0 14.34 H.6 116.0 15.78 T.31 116.0 16.66 H.17 116.0 16.26 H.10 116.0 16.45 H.7 116.0 16.63 H.11 116.0 16.78 T.32 116.0 16.99 T.35 108.0 22.15 HA 116.0 16.7 H.2 116.0 16.76 T.29 116.0 16.79 H.1 116.0 16.82 H.3 116.0 16.87 T.30 116.0 16.89 H.5 116.0 16.97 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 - Two Head Calculation (H.27 & H.23) Date 12/8/2020 Node Tag NODE ANALYSIS (cont.) Pressure Discharge Elevation Node Type at Node at Node Notes H.12 108.0 21.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 THUESEN CUSTOM HOMES - MAIN RESIDENCE - Two Head Calculation (H.27 & H.23) Date 12/8/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.23 116 4.90 12.36 1 Utr 2.0 15.000 150 7.040 to 0.0 2.000 0.0 H.20 116 12.36 0.862 0.0 17.000 0.0919 1.562 Vel = 6.80 H.20 116 0.0 1 Utr 2.0 10.000 150 8.602 to 0.0 2.000 0.0 H.22 116 12.36 0.862 0.0 12.000 0.0919 1.103 Vel = 6.80 H.22 116 0.0 1 Utr 2.0 10.000 150 9.705 to 0.0 2.000 0.0 H.26 116 12.36 0.862 0.0 12.000 0.0919 1.103 Vel = 6.80 H.26 116 0.0 1 0.0 17.000 150 10.808 to 0.0 0.0 0.0 H.25 116 12.36 0.862 0.0 17.000 0.0919 1.563 Vel = 6.80 H.25 116 0.0 1 Utr 2.0 10.000 150 12.371 to 0.0 2.000 0.0 H.21 116 12.36 0.862 0.0 12.000 0.0919 1.103 Vel = 6.80 H.21 116 0.0 1 Utr 2.0 16.000 150 13.474 to 0.0 2.000 0.0 H.16 116 12.36 0.862 0.0 18.000 0.0919 1.654 Vel = 6.80 H.16 116 0.0 1 Utr 2.0 10.000 150 15.128 to 0.0 2.000 0.0 T.39 116 12.36 0.862 0.0 12.000 0.0919 1.103 Vel = 6.80 T.39 116 -3.82 1 2Utb 34.0 20.000 150 16.231 to 0.0 28.000 3.465 T.37 108 8.54 0.862 0.0 48.000 0.0464 2.229 Vel = 4.69 T.37 108 -4.61 1 0.0 11.000 150 21.925 to 0.0 0.0 0.0 H.13 108 3.93 0.862 0.0 11.000 0.0110 0.121 Vel = 2.16 H.13 108 0.0 1 Utr 2.0 27.000 150 22.046 to 0.0 2.000 0.0 H.18 108 3.93 0.862 0.0 29.000 0.0110 0.320 Vel = 2.16 H.18 108 0.0 1 0.0 10.000 150 22.366 to 0.0 0.0 0.0 T.38 108 3.93 0.862 0.0 10.000 0.0110 0.110 Vel = 2.16 T.38 108 0.0 1 Utr 2.0 12.000 150 22.476 to 0.0 2.000 0.0 T.36 108 3.93 0.862 0.0 14.000 0.0110 0.154 Vel = 2.16 T.36 108 0.0 1 Utr 2.0 1.000 150 22.630 to 0.0 2.000 0.0 H.8 108 3.93 0.862 0.0 3.000 0.0113 0.034 Vel = 2.16 H.8 108 0.0 1 Utb 17.0 1.000 150 22.664 to Utr 2.0 16.000 0.0 T.34 108 3.93 0.862 0.0 17.000 0.0110 0.187 Vel = 2.16 T.34 108 11.31 1.25 Utr 4.0 4.000 150 22.851 to 0.0 4.000 0.0 T.33 108 15.24 1.054 0.0 8.000 0.0509 0.407 Vel = 5.60 T.33 108 10.77 1.25 T 2.44 9.000 150 23.258 to 0.0 2.440 1.732 S.1 104 26.01 1.054 0.0 11.440 0.1369 1.566 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 - Two Head Calculation (H.27 & H.23) Date 12/8/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf S.1 104 0.0 1.5 2E 3.443 5.000 150 26.556 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 26.01 1.244 0.0 8.443 0.0610 0.515 Vel = 6.87 PRV 100 0.0 1.25 2E 2.44 125.000 150 35.803 to 0.0 2.440 3.000 * * Fixed Loss = 3 MTR 100 26.01 1.054 0.0 127.440 0.1368 17.432 Vel = 9.56 MTR 100 0.0 1 E 2.336 20.000 150 56.235 to T 5.841 9.345 0.0 STIR 100 26.01 0.995 G 1.168 29.345 0.1811 5.314 Vel = 10.73 0.0 STIR 26.01 61.549 K Factor = 3.32 H.23 116 0.65 1 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.27 116 0.65 0.862 0.0 11.000 0.0004 0.004 Vel = 0.36 H.27 116 4.90 13.00 1 0.0 9.000 150 7.044 to 0.0 0.0 0.0 H.28 116 13.65 0.862 0.0 9.000 0.1106 0.995 Vel = 7.50 H.28 116 0.0 1 Utr 2.0 9.000 150 8.039 to 0.0 2.000 0.0 H.24 116 13.65 0.862 0.0 11.000 0.1105 1.216 Vel = 7.50 H.24 116 0.0 1 Utr 2.0 9.000 150 9.255 to 0.0 2.000 0.0 T.40 116 13.65 0.862 0.0 11.000 0.1105 1.216 Vel = 7.50 T.40 116 0.0 1 Utr 2.0 8.000 150 10.471 to 0.0 2.000 0.0 H.19 116 13.65 0.862 0.0 10.000 0.1105 1.105 Vel = 7.50 H.19 116 0.0 1 Utr 2.0 11.000 150 11.576 to 0.0 2.000 0.0 H.15 116 13.65 0.862 0.0 13.000 0.1106 1.438 Vel = 7.50 H.15 116 0.0 1 Utr 2.0 10.000 150 13.014 to 0.0 2.000 0.0 H.9 116 13.65 0.862 0.0 12.000 0.1105 1.326 Vel = 7.50 H.9 116 0.0 1 Utr 2.0 11.000 150 14.340 to 0.0 2.000 0.0 H.6 116 13.65 0.862 0.0 13.000 0.1105 1.437 Vel = 7.50 H.6 116 0.0 1 Utr 2.0 6.000 150 15.777 to 0.0 2.000 0.0 T.31 116 13.65 0.862 0.0 8.000 0.1105 0.884 Vel = 7.50 T.31 116 -2.89 1 2Utb 34.0 16.000 150 16.661 to 0.0 28.000 3.465 T.33 108 10.76 0.862 0.0 44.000 0.0712 3.132 Vel = 5.92 0.0 T.33 10.76 23.258 K Factor = 2.23 T.39 116 3.81 1 Utr 2.0 1.000 150 16.231 to 0.0 2.000 0.0 H.17 116 3.81 0.862 0.0 3.000 0.0103 0.031 Vel = 2.09 H.17 116 0.0 1 Utr 2.0 16.000 150 16.262 to 0.0 2.000 0.0 H.10 116 3.81 0.862 0.0 18.000 0.0104 0.188 Vel = 2.09 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 - Two Head Calculation (H.27 & H.23) Date 12/8/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.10 116 0.0 1 Utr 2.0 15.000 150 16.450 to 0.0 2.000 0.0 H.7 116 3.81 0.862 0.0 17.000 0.0105 0.178 Vel = 2.09 H.7 116 0.0 1 0.0 15.000 150 16.628 to 0.0 0.0 0.0 H.11 116 3.81 0.862 0.0 15.000 0.0104 0.156 Vel = 2.09 H.11 116 0.0 1 Utr 2.0 18.000 150 16.784 to 0.0 2.000 0.0 T.32 116 3.81 0.862 0.0 20.000 0.0104 0.209 Vel = 2.09 T.32 116 2.89 1 2Utb 34.0 29.000 150 16.993 to 0.0 28.000 3.465 T.35 108 6.7 0.862 0.0 57.000 0.0296 1.690 Vel = 3.68 T.35 108 4.62 1 Utr 2.0 7.000 150 22.148 to 0.0 2.000 0.0 T.34 108 11.32 0.862 0.0 9.000 0.0781 0.703 Vel = 6.22 0.0 T.34 11.32 22.851 K Factor = 2.37 T.31 116 2.89 1 Utr 2.0 5.000 150 16.661 to 0.0 2.000 0.0 HA 116 2.89 0.862 0.0 7.000 0.0063 0.044 Vel = 1.59 HA 116 0.0 1 Utr 2.0 6.000 150 16.705 to 0.0 2.000 0.0 H.2 116 2.89 0.862 0.0 8.000 0.0062 0.050 Vel = 1.59 H.2 116 0.0 1 Utr 2.0 4.000 150 16.755 to 0.0 2.000 0.0 T.29 116 2.89 0.862 0.0 6.000 0.0063 0.038 Vel = 1.59 T.29 116 0.0 1 Utr 2.0 3.000 150 16.793 to 0.0 2.000 0.0 H.1 116 2.89 0.862 0.0 5.000 0.0062 0.031 Vel = 1.59 H.1 116 0.0 1 Utr 2.0 5.000 150 16.824 to 0.0 2.000 0.0 H.3 116 2.89 0.862 0.0 7.000 0.0063 0.044 Vel = 1.59 H.3 116 0.0 1 Utr 2.0 2.000 150 16.868 to 0.0 2.000 0.0 T.30 116 2.89 0.862 0.0 4.000 0.0062 0.025 Vel = 1.59 T.30 116 0.0 1 Utr 2.0 10.000 150 16.893 to 0.0 2.000 0.0 H.5 116 2.89 0.862 0.0 12.000 0.0062 0.075 Vel = 1.59 H.5 116 0.0 1 Utr 2.0 2.000 150 16.968 to 0.0 2.000 0.0 T.32 116 2.89 0.862 0.0 4.000 0.0062 0.025 Vel = 1.59 0.0 T.32 2.89 16.993 K Factor = 0.70 T.37 108 4.62 1 Utr 2.0 1.000 150 21.925 to 0.0 2.000 0.0 H.12 108 4.62 0.862 0.0 3.000 0.0147 0.044 Vel = 2.54 H.12 108 0.0 1 Utr 2.0 10.000 150 21.969 to 0.0 2.000 0.0 T.35 108 4.62 0.862 0.0 12.000 0.0149 0.179 Vel = 2.54 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 - Two Head Calculation (H.27 & H.23) Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf T.35 0.0 4.62 Page 9 Date 12/8/2020 ******* Notes ****** 22.148 K Factor = 0.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087