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FIR2021-0074+Calculations+7.19.2021_3.25.45_PM+2309089
ANOW DESIGN A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name COONS RESIDENCE - One Head Calculation (H.8) Drawing RESIDENTIAL Location 8427 202ND ST SW EDMONDS WA Remote Area 1 Contract 210715-07 Data File 210715-07 Coons Residence.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. COONS RESIDENCE - One Head Calculation (H.8) HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 7/19/2021 Name - COONS RESIDENCE Date - 07-15-2021 Location - EDMONDS WA Building - RESIDENTIAL System No. - 1 Contractor - LAKESIDE PLUMBING Contract No. - 210715-07 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 - 5 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 22 Psi Required 31.28 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) - 70 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. COONS RESIDENCE - One Head Calculation (H.8) Page 2 Date 7/19/2021 City Water Supply: Demand: C1 - Static Pressure 70 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 31.276 Hose ( Demand) .5 D3 - System Demand : 21.995 Safety Margin 38.569 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 U 70 R 60 E 50 40 D2 30 D 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. COONS RESIDENCE - One Head Calculation (H.8) Fitting Legend Abbrev. Name Page 3 Date 7/19/2021 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 COONS RESIDENCE - One Head Calculation (H.8) Date 7/19/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 70.0 20 500.0 69.845 22.0 31.276 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 116.0 4.9 12.03 17.0 H.1 116.0 12.75 T.28 116.0 12.88 H.9 116.0 13.24 H.10 116.0 13.42 T.30 116.0 13.78 T.29 108.0 17.88 H.5 108.0 17.99 HA 108.0 18.2 H.14 108.0 18.61 T.34 108.0 18.77 T.35 108.0 18.84 T.37 108.0 19.92 S.1 104.0 22.24 TEE 100.0 24.1 5.0 MTR 100.0 27.38 STIR 100.0 31.28 H.13 116.0 12.45 H.15 116.0 13.2 H.21 116.0 13.63 T.38 116.0 13.82 T.32 108.0 17.88 H.19 108.0 17.95 T.39 108.0 18.12 H.20 108.0 18.22 H.11 108.0 18.38 T.31 108.0 18.45 H.22 108.0 19.35 H.6 116.0 13.87 H.7 116.0 13.98 H.18 116.0 14.15 H.23 116.0 14.27 T.41 116.0 14.36 T.40 116.0 14.38 H.25 116.0 14.46 T.36 116.0 14.59 H.27 116.0 13.95 H.24 116.0 14.19 H.16 116.0 14.43 T.33 116.0 14.58 H.12 108.0 17.88 H.3 108.0 17.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. COONS RESIDENCE - One Head Calculation (H.8) Node Tag NODE ANALYSIS (cont.) Page 5 Date 7/19/2021 Pressure Discharge Elevation Node Type at Node at Node Notes H.2 108.0 17.88 H.17 116.0 14.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 COONS RESIDENCE - One Head Calculation (H.8) Date 7/19/2021 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.8 116 4.90 8.40 1 Utr 2.0 14.000 150 12.030 to 0.0 2.000 0.0 H.1 116 8.4 0.862 0.0 16.000 0.0450 0.720 Vel = 4.62 H.1 116 0.0 1 Utr 2.0 1.000 150 12.750 to 0.0 2.000 0.0 T.28 116 8.4 0.862 0.0 3.000 0.0450 0.135 Vel = 4.62 T.28 116 0.0 1 Utr 2.0 6.000 150 12.885 to 0.0 2.000 0.0 H.9 116 8.4 0.862 0.0 8.000 0.0450 0.360 Vel = 4.62 H.9 116 0.0 1 0.0 4.000 150 13.245 to 0.0 0.0 0.0 H.10 116 8.4 0.862 0.0 4.000 0.0450 0.180 Vel = 4.62 H.10 116 0.0 1 Utr 2.0 6.000 150 13.425 to 0.0 2.000 0.0 T.30 116 8.4 0.862 0.0 8.000 0.0450 0.360 Vel = 4.62 T.30 116 -3.69 1 2Utb 34.0 13.000 150 13.785 to 0.0 28.000 3.465 T.29 108 4.71 0.862 0.0 41.000 0.0154 0.633 Vel = 2.59 T.29 108 0.37 1 Utr 2.0 4.000 150 17.883 to 0.0 2.000 0.0 H.5 108 5.08 0.862 0.0 6.000 0.0178 0.107 Vel = 2.79 H.5 108 0.0 1 Utr 2.0 10.000 150 17.990 to 0.0 2.000 0.0 HA 108 5.08 0.862 0.0 12.000 0.0177 0.212 Vel = 2.79 HA 108 0.0 1 Utr 2.0 21.000 150 18.202 to 0.0 2.000 0.0 H.14 108 5.08 0.862 0.0 23.000 0.0177 0.408 Vel = 2.79 H.14 108 0.0 1 Utr 2.0 7.000 150 18.610 to 0.0 2.000 0.0 T.34 108 5.08 0.862 0.0 9.000 0.0178 0.160 Vel = 2.79 T.34 108 0.0 1 Utr 2.0 2.000 150 18.770 to 0.0 2.000 0.0 T.35 108 5.08 0.862 0.0 4.000 0.0177 0.071 Vel = 2.79 T.35 108 4.75 1 Utb 17.0 4.000 150 18.841 to 0.0 14.000 0.0 T.37 108 9.83 0.862 0.0 18.000 0.0602 1.083 Vel = 5.40 T.37 108 7.17 1.25 T 2.44 7.000 150 19.924 to 0.0 2.440 1.732 S.1 104 17.0 1.054 0.0 9.440 0.0623 0.588 Vel = 6.25 S.1 104 0.0 2 2E 15.111 5.000 150 22.244 to 2T 30.221 45.332 1.732 TEE 100 17.0 2.067 0.0 50.332 0.0024 0.119 Vel = 1.63 TEE 100 H5 5.00 2 2E 15.111 60.000 150 24.095 to 0.0 15.111 3.000 * * Fixed Loss = 3 MTR 100 22.0 2.067 0.0 75.111 0.0038 0.283 Vel = 2.10 MTR 100 0.0 1 E 2.336 20.000 150 27.378 to T 5.841 9.345 0.0 STIR 100 22.0 0.995 G 1.168 29.345 0.1328 3.898 Vel = 9.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. COONS RESIDENCE - One Head Calculation (H.8) Page 7 Date 7/19/2021 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 0.0 STIR 22.00 31.276 K Factor = 3.93 H.8 116 8.60 1 Utr 2.0 7.000 150 12.030 to 0.0 2.000 0.0 H.13 116 8.6 0.862 0.0 9.000 0.0470 0.423 Vel = 4.73 H.13 116 0.0 1 Utr 2.0 14.000 150 12.453 to 0.0 2.000 0.0 H.15 116 8.6 0.862 0.0 16.000 0.0469 0.751 Vel = 4.73 H.15 116 0.0 1 Utr 2.0 7.000 150 13.204 to 0.0 2.000 0.0 H.21 116 8.6 0.862 0.0 9.000 0.0470 0.423 Vel = 4.73 H.21 116 0.0 1 Utr 2.0 2.000 150 13.627 to 0.0 2.000 0.0 T.38 116 8.6 0.862 0.0 4.000 0.0470 0.188 Vel = 4.73 T.38 116 -4.63 1 2Utb 34.0 25.000 150 13.815 to 0.0 28.000 3.465 T.32 108 3.97 0.862 0.0 53.000 0.0112 0.595 Vel = 2.18 T.32 108 -0.37 1 Utr 2.0 6.000 150 17.875 to 0.0 2.000 0.0 H.19 108 3.6 0.862 0.0 8.000 0.0094 0.075 Vel = 1.98 H.19 108 0.0 1 Utr 2.0 16.000 150 17.950 to 0.0 2.000 0.0 T.39 108 3.6 0.862 0.0 18.000 0.0094 0.170 Vel = 1.98 T.39 108 0.0 1 0.0 11.000 150 18.120 to 0.0 0.0 0.0 H.20 108 3.6 0.862 0.0 11.000 0.0094 0.103 Vel = 1.98 H.20 108 0.0 1 Utr 2.0 15.000 150 18.223 to 0.0 2.000 0.0 H.11 108 3.6 0.862 0.0 17.000 0.0094 0.159 Vel = 1.98 H.11 108 0.0 1 Utr 2.0 5.000 150 18.382 to 0.0 2.000 0.0 T.31 108 3.6 0.862 0.0 7.000 0.0094 0.066 Vel = 1.98 T.31 108 3.57 1 Utr 2.0 25.000 150 18.448 to 0.0 2.000 0.0 H.22 108 7.17 0.862 0.0 27.000 0.0336 0.906 Vel = 3.94 H.22 108 0.0 1 Utb 17.0 3.000 150 19.354 to 0.0 14.000 0.0 T.37 108 7.17 0.862 0.0 17.000 0.0335 0.570 Vel = 3.94 0.0 T.37 7.17 19.924 K Factor = 1.61 T.30 116 3.69 1 Utr 2.0 7.000 150 13.785 to 0.0 2.000 0.0 H.6 116 3.69 0.862 0.0 9.000 0.0099 0.089 Vel = 2.03 H.6 116 0.0 1 Utr 2.0 9.000 150 13.874 to 0.0 2.000 0.0 H.7 116 3.69 0.862 0.0 11.000 0.0098 0.108 Vel = 2.03 H.7 116 0.0 1 Utr 2.0 15.000 150 13.982 to 0.0 2.000 0.0 H.18 116 3.69 0.862 0.0 17.000 0.0098 0.167 Vel = 2.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 COONS RESIDENCE - One Head Calculation (H.8) Date 7/19/2021 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.18 116 0.0 1 Utr 2.0 10.000 150 14.149 to 0.0 2.000 0.0 H.23 116 3.69 0.862 0.0 12.000 0.0098 0.118 Vel = 2.03 H.23 116 0.0 1 Utr 2.0 8.000 150 14.267 to 0.0 2.000 0.0 T.41 116 3.69 0.862 0.0 10.000 0.0098 0.098 Vel = 2.03 T.41 116 0.0 1 0.0 1.000 150 14.365 to 0.0 0.0 0.0 T.40 116 3.69 0.862 0.0 1.000 0.0100 0.010 Vel = 2.03 T.40 116 0.0 1 Utr 2.0 7.000 150 14.375 to 0.0 2.000 0.0 H.25 116 3.69 0.862 0.0 9.000 0.0098 0.088 Vel = 2.03 H.25 116 0.0 1 Utr 2.0 11.000 150 14.463 to 0.0 2.000 0.0 T.36 116 3.69 0.862 0.0 13.000 0.0098 0.128 Vel = 2.03 T.36 116 1.06 1 2Utb 34.0 22.000 150 14.591 to 0.0 28.000 3.465 T.35 108 4.75 0.862 0.0 50.000 0.0157 0.785 Vel = 2.61 0.0 T.35 4.75 18.841 K Factor = 1.09 T.38 116 4.63 1 Utr 2.0 7.000 150 13.815 to 0.0 2.000 0.0 H.27 116 4.63 0.862 0.0 9.000 0.0150 0.135 Vel = 2.55 H.27 116 0.0 1 0.0 16.000 150 13.950 to 0.0 0.0 0.0 H.24 116 4.63 0.862 0.0 16.000 0.0149 0.239 Vel = 2.55 H.24 116 0.0 1 Utr 2.0 14.000 150 14.189 to 0.0 2.000 0.0 H.16 116 4.63 0.862 0.0 16.000 0.0149 0.239 Vel = 2.55 H.16 116 0.0 1 Utr 2.0 8.000 150 14.428 to 0.0 2.000 0.0 T.33 116 4.63 0.862 0.0 10.000 0.0149 0.149 Vel = 2.55 T.33 116 -1.06 1 2Utb 34.0 16.000 150 14.577 to 0.0 28.000 3.465 T.31 108 3.57 0.862 0.0 44.000 0.0092 0.406 Vel = 1.96 0.0 T.31 3.57 18.448 K Factor = 0.83 T.32 108 0.37 1 Utr 2.0 11.000 150 17.875 to 0.0 2.000 0.0 H.12 108 0.37 0.862 0.0 13.000 0.0002 0.002 Vel = 0.20 H.12 108 0.0 1 Utr 2.0 11.000 150 17.877 to 0.0 2.000 0.0 H.3 108 0.37 0.862 0.0 13.000 0.0002 0.002 Vel = 0.20 H.3 108 0.0 1 Utr 2.0 17.000 150 17.879 to 0.0 2.000 0.0 H.2 108 0.37 0.862 0.0 19.000 0.0002 0.003 Vel = 0.20 H.2 108 0.0 1 Utr 2.0 9.000 150 17.882 to 0.0 2.000 0.0 T.29 108 0.37 0.862 0.0 11.000 0.0001 0.001 Vel = 0.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 COONS RESIDENCE - One Head Calculation (H.8) Date 7/19/2021 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 0.0 T.29 0.37 17.883 K Factor = 0.09 T.33 116 1.06 1 Utr 2.0 7.000 150 14.577 to 0.0 2.000 0.0 H.17 116 1.06 0.862 0.0 9.000 0.0010 0.009 Vel = 0.58 H.17 116 0.0 1 Utr 2.0 3.000 150 14.586 to 0.0 2.000 0.0 T.36 116 1.06 0.862 0.0 5.000 0.0010 0.005 Vel = 0.58 0.0 T.36 1.06 14.591 K Factor = 0.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ANOW DESIGN A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name COONS RESIDENCE - Two Head Calculation (H.7 & H.6) Drawing RESIDENTIAL Location 8427 202ND ST SW EDMONDS WA Remote Area 1 Contract 210715-07 Data File 210715-07 Coons Residence.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 COONS RESIDENCE - Two Head Calculation (H.7 & H.6) Date 7/19/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - COONS RESIDENCE Location - EDMONDS WA Building - RESIDENTIAL Contractor - LAKESIDE PLUMBING Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 07-15-2021 System No. - 1 Contract No. - 210715-07 Drawing No. - Non -Combustible Ceiling Height 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 - 5 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 31.0677 Psi Required 34.63 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) - 70 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. COONS RESIDENCE - Two Head Calculation (H.7 & H.6) Page 2 Date 7/19/2021 City Water Supply: Demand: C1 - Static Pressure 70 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.068 C2 - Residual Flow 500 D2 - System Pressure 34.629 Hose ( Demand) .5 D3 - System Demand : 31.068 Safety Margin 35.078 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 U 70 R 60 E 50 40 Liz 30 D 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. COONS RESIDENCE - Two Head Calculation (H.7 & H.6) Fitting Legend Abbrev. Name Page 3 Date 7/19/2021 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 COONS RESIDENCE - Two Head Calculation (H.7 & H.6) Date 7/19/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 70.0 20 500.0 69.707 31.07 34.629 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 116.0 4.9 7.04 13.0 H.18 116.0 8.11 H.23 116.0 8.86 T.41 116.0 9.49 T.40 116.0 9.56 H.25 116.0 10.12 T.36 116.0 10.94 T.35 108.0 16.27 T.37 108.0 18.69 S.1 104.0 21.72 TEE 100.0 23.71 5.0 MTR 100.0 27.24 STIR 100.0 34.63 H.6 116.0 4.9 7.11 13.07 T.30 116.0 8.45 T.29 108.0 14.25 H.5 108.0 14.47 HA 108.0 14.92 H.14 108.0 15.78 T.34 108.0 16.12 H.10 116.0 8.67 H.9 116.0 8.78 T.28 116.0 9.0 H.1 116.0 9.08 H.8 116.0 9.53 H.13 116.0 9.78 H.15 116.0 10.22 H.21 116.0 10.47 T.38 116.0 10.58 T.32 108.0 14.42 H.19 108.0 14.56 T.39 108.0 14.87 H.20 108.0 15.06 H.11 108.0 15.36 T.31 108.0 15.48 H.22 108.0 17.45 H.27 116.0 10.65 H.24 116.0 10.79 H.16 116.0 10.92 T.33 116.0 11.0 H.2 108.0 14.28 H.3 108.0 14.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. COONS RESIDENCE - Two Head Calculation (H.7 & H.6) Node Tag NODE ANALYSIS (cont.) Page 5 Date 7/19/2021 Pressure Discharge Elevation Node Type at Node at Node Notes H.12 108.0 14.38 H.17 116.0 10.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 COONS RESIDENCE - Two Head Calculation (H.7 & H.6) Date 7/19/2021 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.7 116 4.90 10.06 1 Utr 2.0 15.000 150 7.040 to 0.0 2.000 0.0 H.18 116 10.06 0.862 0.0 17.000 0.0629 1.069 Vel = 5.53 H.18 116 0.0 1 Utr 2.0 10.000 150 8.109 to 0.0 2.000 0.0 H.23 116 10.06 0.862 0.0 12.000 0.0628 0.754 Vel = 5.53 H.23 116 0.0 1 Utr 2.0 8.000 150 8.863 to 0.0 2.000 0.0 T.41 116 10.06 0.862 0.0 10.000 0.0629 0.629 Vel = 5.53 T.41 116 0.0 1 0.0 1.000 150 9.492 to 0.0 0.0 0.0 T.40 116 10.06 0.862 0.0 1.000 0.0630 0.063 Vel = 5.53 T.40 116 0.0 1 Utr 2.0 7.000 150 9.555 to 0.0 2.000 0.0 H.25 116 10.06 0.862 0.0 9.000 0.0629 0.566 Vel = 5.53 H.25 116 0.0 1 Utr 2.0 11.000 150 10.121 to 0.0 2.000 0.0 T.36 116 10.06 0.862 0.0 13.000 0.0628 0.817 Vel = 5.53 T.36 116 -2.48 1 2Utb 34.0 22.000 150 10.938 to 0.0 28.000 3.465 T.35 108 7.58 0.862 0.0 50.000 0.0373 1.863 Vel = 4.17 T.35 108 7.60 1 Utb 17.0 4.000 150 16.266 to 0.0 14.000 0.0 T.37 108 15.18 0.862 0.0 18.000 0.1344 2.420 Vel = 8.35 T.37 108 10.89 1.25 T 2.44 7.000 150 18.686 to 0.0 2.440 1.732 S.1 104 26.07 1.054 0.0 9.440 0.1375 1.298 Vel = 9.59 S.1 104 0.0 2 2E 15.111 5.000 150 21.716 to 2T 30.221 45.332 1.732 TEE 100 26.07 2.067 0.0 50.332 0.0052 0.260 Vel = 2.49 TEE 100 H5 5.00 2 2E 15.111 60.000 150 23.708 to 0.0 15.111 3.000 * * Fixed Loss = 3 MTR 100 31.07 2.067 0.0 75.111 0.0071 0.537 Vel = 2.97 MTR 100 0.0 1 E 2.336 20.000 150 27.245 to T 5.841 9.345 0.0 STIR 100 31.07 0.995 G 1.168 29.345 0.2516 7.384 Vel = 12.82 0.0 STIR 31.07 34.629 K Factor = 5.28 H.7 116 2.94 1 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.6 116 2.94 0.862 0.0 11.000 0.0065 0.071 Vel = 1.62 H.6 116 4.90 13.06 1 Utr 2.0 7.000 150 7.111 to 0.0 2.000 0.0 T.30 116 16.0 0.862 0.0 9.000 0.1483 1.335 Vel = 8.80 T.30 116 -6.46 1 2Utb 34.0 13.000 150 8.446 to 0.0 28.000 3.465 T.29 108 9.54 0.862 0.0 41.000 0.0570 2.338 Vel = 5.24 T.29 108 -1.95 1 Utr 2.0 4.000 150 14.249 to 0.0 2.000 0.0 H.5 108 7.59 0.862 0.0 6.000 0.0373 0.224 Vel = 4.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 COONS RESIDENCE - Two Head Calculation (H.7 & H.6) Date 7/19/2021 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.5 108 0.0 1 Utr 2.0 10.000 150 14.473 to 0.0 2.000 0.0 HA 108 7.59 0.862 0.0 12.000 0.0373 0.448 Vel = 4.17 HA 108 0.0 1 Utr 2.0 21.000 150 14.921 to 0.0 2.000 0.0 H.14 108 7.59 0.862 0.0 23.000 0.0373 0.859 Vel = 4.17 H.14 108 0.0 1 Utr 2.0 7.000 150 15.780 to 0.0 2.000 0.0 T.34 108 7.59 0.862 0.0 9.000 0.0373 0.336 Vel = 4.17 T.34 108 0.0 1 Utr 2.0 2.000 150 16.116 to 0.0 2.000 0.0 T.35 108 7.59 0.862 0.0 4.000 0.0375 0.150 Vel = 4.17 T.35 T.30 116 to H.10 116 H.10 116 to H.9 116 H.9 116 to T.28 116 T.28 116 to H.1 116 0.0 7.59 6.46 1 Utr 2.0 6.000 0.0 2.000 6.46 0.862 0.0 8.000 0.0 1 0.0 4.000 0.0 0.0 6.46 0.862 0.0 4.000 0.0 1 Utr 2.0 6.000 0.0 2.000 6.46 0.862 0.0 8.000 0.0 1 Utr 2.0 1.000 0.0 2.000 6.46 0.862 0.0 3.000 16.266 K Factor = 1.88 150 8.446 0.0 0.0278 0.222 Vel = 3.55 150 8.668 0.0 0.0278 0.111 Vel = 3.55 150 8.779 0.0 0.0276 0.221 Vel = 3.55 150 9.000 0.0 0.0277 0.083 Vel = 3.55 H.1 116 0.0 1 Utr 2.0 14.000 150 9.083 to 0.0 2.000 0.0 H.8 116 6.46 0.862 0.0 16.000 0.0277 0.443 Vel = 3.55 H.8 116 0.0 1 Utr 2.0 7.000 150 9.526 to 0.0 2.000 0.0 H.13 116 6.46 0.862 0.0 9.000 0.0278 0.250 Vel = 3.55 H.13 116 0.0 1 Utr 2.0 14.000 150 9.776 to 0.0 2.000 0.0 H.15 116 6.46 0.862 0.0 16.000 0.0277 0.443 Vel = 3.55 H.15 116 0.0 1 Utr 2.0 7.000 150 10.219 to 0.0 2.000 0.0 H.21 116 6.46 0.862 0.0 9.000 0.0277 0.249 Vel = 3.55 H.21 116 0.0 1 Utr 2.0 2.000 150 10.468 to 0.0 2.000 0.0 T.38 116 6.46 0.862 0.0 4.000 0.0278 0.111 Vel = 3.55 T.38 116 -3.37 1 2Utb 34.0 25.000 150 10.579 to 0.0 28.000 3.465 T.32 108 3.09 0.862 0.0 53.000 0.0071 0.374 Vel = 1.70 T.32 108 1.95 1 Utr 2.0 6.000 150 14.418 to 0.0 2.000 0.0 H.19 108 5.04 0.862 0.0 8.000 0.0175 0.140 Vel = 2.77 H.19 108 0.0 1 Utr 2.0 16.000 150 14.558 to 0.0 2.000 0.0 T.39 108 5.04 0.862 0.0 18.000 0.0174 0.314 Vel = 2.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 COONS RESIDENCE - Two Head Calculation (H.7 & H.6) Date 7/19/2021 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.39 108 0.0 1 0.0 11.000 150 14.872 to 0.0 0.0 0.0 H.20 108 5.04 0.862 0.0 11.000 0.0175 0.193 Vel = 2.77 H.20 108 0.0 1 Utr 2.0 15.000 150 15.065 to 0.0 2.000 0.0 H.11 108 5.04 0.862 0.0 17.000 0.0175 0.297 Vel = 2.77 H.11 108 0.0 1 Utr 2.0 5.000 150 15.362 to 0.0 2.000 0.0 T.31 108 5.04 0.862 0.0 7.000 0.0174 0.122 Vel = 2.77 T.31 108 5.85 1 Utr 2.0 25.000 150 15.484 to 0.0 2.000 0.0 H.22 108 10.89 0.862 0.0 27.000 0.0728 1.965 Vel = 5.99 H.22 108 to T.37 108 T.37 T.38 116 to H.27 116 H.27 116 to H.24 116 H.24 116 to H.16 116 0.0 1 Utb 17.0 3.000 150 17.449 0.0 14.000 0.0 10.89 0.862 0.0 17.000 0.0728 1.237 Vel = 5.99 0.0 10.89 3.38 1 Utr 2.0 7.000 0.0 2.000 3.38 0.862 0.0 9.000 0.0 1 0.0 16.000 0.0 0.0 3.38 0.862 0.0 16.000 0.0 1 Utr 2.0 14.000 0.0 2.000 3.38 0.862 0.0 16.000 18.686 K Factor = 2.52 150 10.579 0.0 0.0083 0.075 Vel = 1.86 150 10.654 0.0 0.0083 0.133 Vel = 1.86 150 10.787 0.0 0.0084 0.134 Vel = 1.86 H.16 116 0.0 1 Utr 2.0 8.000 150 10.921 to 0.0 2.000 0.0 T.33 116 3.38 0.862 0.0 10.000 0.0083 0.083 Vel = 1.86 T.33 116 2.47 1 2Utb 34.0 16.000 150 11.004 to 0.0 28.000 3.465 T.31 108 5.85 0.862 0.0 44.000 0.0231 1.015 Vel = 3.22 0.0 T.31 5.85 15.484 K Factor = 1.49 T.29 108 1.95 1 Utr 2.0 9.000 150 14.249 to 0.0 2.000 0.0 H.2 108 1.95 0.862 0.0 11.000 0.0030 0.033 Vel = 1.07 H.2 108 0.0 1 Utr 2.0 17.000 150 14.282 to 0.0 2.000 0.0 H.3 108 1.95 0.862 0.0 19.000 0.0030 0.057 Vel = 1.07 H.3 108 0.0 1 Utr 2.0 11.000 150 14.339 to 0.0 2.000 0.0 H.12 108 1.95 0.862 0.0 13.000 0.0031 0.040 Vel = 1.07 H.12 108 0.0 1 Utr 2.0 11.000 150 14.379 to 0.0 2.000 0.0 T.32 108 1.95 0.862 0.0 13.000 0.0030 0.039 Vel = 1.07 0.0 T.32 1.95 14.418 K Factor = 0.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 COONS RESIDENCE - Two Head Calculation (H.7 & H.6) Date 7/19/2021 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.36 116 2.48 1 Utr 2.0 3.000 150 10.938 to 0.0 2.000 0.0 H.17 116 2.48 0.862 0.0 5.000 0.0048 0.024 Vel = 1.36 H.17 116 0.0 1 Utr 2.0 7.000 150 10.962 to 0.0 2.000 0.0 T.33 116 2.48 0.862 0.0 9.000 0.0047 0.042 Vel = 1.36 0.0 T.33 2.48 11.004 K Factor = 0.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087