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FIR2020-0073+Calculations+8.4.2020_1.23.59_PM
DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name CLARK RESIDENCE - One Head Calculation (H.9) Drawing RESIDENTIAL Location 18828 SOUNDVIEW PL EDMONDS WA Remote Area 1 Contract 200803-03 Data File 200803-03 Clark Residence.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. CLARK RESIDENCE - One Head Calculation (H.9) HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 8/4/2020 Name - CLARK RESIDENCE Date - 08-03-2020 Location - EDMONDS WA Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 200803-03 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 - 108 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 26.84 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. CLARK RESIDENCE - One Head Calculation (H.9) Page 2 Date 8/4/2020 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 3.465 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 26.838 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 73.009 150 140 130 P 120 R 110 C1 E 100 S 90 S 80 U 70 R 60 E 50 40 In 2 30 20 10 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. CLARK RESIDENCE - One Head Calculation (H.9) Fitting Legend Abbrev. Name Page 3 Date 8/4/2020 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 CLARK RESIDENCE - One Head Calculation (H.9) Date 8/4/2020 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 26.838 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 108.0 H.10 108.0 H.15 108.0 T.49 108.0 T.48 116.0 H.2 108.0 T.44 108.0 T.43 108.0 S.1 104.0 MTR 100.0 STIR 100.0 H.14 108.0 H.13 108.0 HA 1 108.0 T.47 108.0 T.50 116.0 H.19 116.0 HA 116.0 H.3 116.0 T.51 116.0 H.18 116.0 H.17 116.0 H.16 116.0 T.42 108.0 H.1 108.0 H.12 108.0 T.53 108.0 T.55 116.0 H.25 116.0 H.34 116.0 H.35 116.0 H.40 116.0 H.39 116.0 H.38 116.0 T.59 116.0 T.58 116.0 H.37 116.0 H.41 116.0 H.36 116.0 H.31 108.0 H.32 108.0 H.33 108.0 4.9 12.03 12.78 13.13 13.73 11.58 15.57 16.17 16.69 19.2 24.42 26.84 12.32 12.79 13.13 13.34 10.46 10.69 10.85 11.04 11.11 11.21 11.33 11.46 13.41 13.52 13.63 13.75 10.46 10.48 10.51 10.56 10.64 10.67 10.73 10.74 10.76 10.9 11.24 11.4 15.04 15.26 15.48 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 CLARK RESIDENCE - One Head Calculation (H.9) Date 8/4/2020 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.24 108.0 15.67 H.23 108.0 15.9 T.46 108.0 16.35 T.45 108.0 13.75 H.6 108.0 13.76 H.20 108.0 13.78 H.22 108.0 13.79 T.54 108.0 13.8 T.57 108.0 13.83 H.29 108.0 13.77 H.30 108.0 13.79 H.27 108.0 13.81 T.56 108.0 13.81 H.28 108.0 13.83 H.26 116.0 10.46 T.52 116.0 10.46 H.8 116.0 10.46 H.7 116.0 10.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 CLARK RESIDENCE - One Head Calculation (H.9) Date 8/4/2020 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.9 108 4.90 8.88 1 Utr 2.0 13.000 150 12.030 to 0.0 2.000 0.0 H.10 108 8.88 0.862 0.0 15.000 0.0499 0.749 Vel = 4.88 H.10 108 0.0 1 Utr 2.0 5.000 150 12.779 to 0.0 2.000 0.0 H.15 108 8.88 0.862 0.0 7.000 0.0500 0.350 Vel = 4.88 H.15 108 0.0 1 0.0 12.000 150 13.129 to 0.0 0.0 0.0 T.49 108 8.88 0.862 0.0 12.000 0.0499 0.599 Vel = 4.88 T.49 108 -1.68 1 2Utb 34.0 11.000 150 13.728 to 0.0 28.000 -3.465 T.48 116 7.2 0.862 0.0 39.000 0.0338 1.320 Vel = 3.96 T.48 116 4.74 1 Utr 2.0 4.000 150 11.583 to 0.0 2.000 3.465 H.2 108 11.94 0.862 0.0 6.000 0.0863 0.518 Vel = 6.56 H.2 108 0.0 1 Utr 2.0 5.000 150 15.566 to 0.0 2.000 0.0 T.44 108 11.94 0.862 0.0 7.000 0.0863 0.604 Vel = 6.56 T.44 108 0.0 1 Utr 2.0 4.000 150 16.170 to 0.0 2.000 0.0 T.43 108 11.94 0.862 0.0 6.000 0.0863 0.518 Vel = 6.56 T.43 108 5.06 1.25 T 2.44 10.000 150 16.688 to 0.0 2.440 1.732 S.1 104 17.0 1.054 0.0 12.440 0.0623 0.775 Vel = 6.25 S.1 104 0.0 1.5 2E 12.089 50.000 150 19.195 to 0.0 12.089 4.732 * * Fixed Loss = 3 MTR 100 17.0 1.61 0.0 62.089 0.0079 0.492 Vel = 2.68 MTR 100 0.0 1 E 2.336 20.000 150 24.419 to T 5.841 9.345 0.0 STR 100 17.0 0.995 G 1.168 29.345 0.0824 2.419 Vel = 7.01 0.0 STIR 17.00 26.838 K Factor = 3.28 H.9 108 8.11 1 Utr 2.0 5.000 150 12.030 to 0.0 2.000 0.0 H.14 108 8.11 0.862 0.0 7.000 0.0421 0.295 Vel = 4.46 H.14 108 0.0 1 0.0 11.000 150 12.325 to 0.0 0.0 0.0 H.13 108 8.11 0.862 0.0 11.000 0.0423 0.465 Vel = 4.46 H.13 108 0.0 1 Utr 2.0 6.000 150 12.790 to 0.0 2.000 0.0 HA 1 108 8.11 0.862 0.0 8.000 0.0421 0.337 Vel = 4.46 HA 1 108 0.0 1 Utr 2.0 3.000 150 13.127 to 0.0 2.000 0.0 T.47 108 8.11 0.862 0.0 5.000 0.0422 0.211 Vel = 4.46 T.47 108 -3.48 1 2Utb 34.0 11.000 150 13.338 to 0.0 28.000 -3.465 T.50 116 4.63 0.862 0.0 39.000 0.0150 0.584 Vel = 2.55 T.50 116 0.11 1 0.0 15.000 150 10.457 to 0.0 0.0 0.0 H.19 116 4.74 0.862 0.0 15.000 0.0157 0.235 Vel = 2.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 CLARK RESIDENCE - One Head Calculation (H.9) Date 8/4/2020 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.19 116 0.0 1 Utr 2.0 8.000 150 10.692 to 0.0 2.000 0.0 HA 116 4.74 0.862 0.0 10.000 0.0156 0.156 Vel = 2.61 HA 116 0.0 1 Utr 2.0 10.000 150 10.848 to 0.0 2.000 0.0 H.3 116 4.74 0.862 0.0 12.000 0.0157 0.188 Vel = 2.61 H.3 116 0.0 1 Utr 2.0 3.000 150 11.036 to 0.0 2.000 0.0 T.51 116 4.74 0.862 0.0 5.000 0.0156 0.078 Vel = 2.61 T.51 116 0.0 1 Utr 2.0 4.000 150 11.114 to 0.0 2.000 0.0 H.18 116 4.74 0.862 0.0 6.000 0.0157 0.094 Vel = 2.61 H.18 116 0.0 1 0.0 8.000 150 11.208 to 0.0 0.0 0.0 H.17 116 4.74 0.862 0.0 8.000 0.0156 0.125 Vel = 2.61 H.17 116 0.0 1 Utr 2.0 6.000 150 11.333 to 0.0 2.000 0.0 H.16 116 4.74 0.862 0.0 8.000 0.0156 0.125 Vel = 2.61 H.16 116 0.0 1 Utr 2.0 6.000 150 11.458 to 0.0 2.000 0.0 T.48 116 4.74 0.862 0.0 8.000 0.0156 0.125 Vel = 2.61 0.0 T.48 4.74 11.583 K Factor = 1.39 T.47 108 3.48 1 Utr 2.0 6.000 150 13.338 to 0.0 2.000 0.0 T.42 108 3.48 0.862 0.0 8.000 0.0088 0.070 Vel = 1.91 T.42 108 0.0 1 Utr 2.0 11.000 150 13.408 to 0.0 2.000 0.0 H.1 108 3.48 0.862 0.0 13.000 0.0088 0.115 Vel = 1.91 H.1 108 0.0 1 Utr 2.0 10.000 150 13.523 to 0.0 2.000 0.0 H.12 108 3.48 0.862 0.0 12.000 0.0088 0.106 Vel = 1.91 H.12 108 0.0 1 Utr 2.0 12.000 150 13.629 to 0.0 2.000 0.0 T.53 108 3.48 0.862 0.0 14.000 0.0088 0.123 Vel = 1.91 T.53 108 -1.36 1 21Jtb 34.0 20.000 150 13.752 to 0.0 28.000 -3.465 T.55 116 2.12 0.862 0.0 48.000 0.0035 0.169 Vel = 1.17 T.55 116 -0.11 1 Utr 2.0 4.000 150 10.456 to 0.0 2.000 0.0 H.25 116 2.01 0.862 0.0 6.000 0.0032 0.019 Vel = 1.11 H.25 116 0.0 1 Utr 2.0 9.000 150 10.475 to 0.0 2.000 0.0 H.34 116 2.01 0.862 0.0 11.000 0.0033 0.036 Vel = 1.11 H.34 116 0.0 1 Utr 2.0 13.000 150 10.511 to 0.0 2.000 0.0 H.35 116 2.01 0.862 0.0 15.000 0.0031 0.047 Vel = 1.11 H.35 116 0.0 1 Utr 2.0 24.000 150 10.558 to 0.0 2.000 0.0 H.40 116 2.01 0.862 0.0 26.000 0.0032 0.084 Vel = 1.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 CLARK RESIDENCE - One Head Calculation (H.9) Date 8/4/2020 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.40 116 0.0 1 0.0 9.000 150 10.642 to 0.0 0.0 0.0 H.39 116 2.01 0.862 0.0 9.000 0.0031 0.028 Vel = 1.11 H.39 116 0.0 1 Utr 2.0 16.000 150 10.670 to 0.0 2.000 0.0 H.38 116 2.01 0.862 0.0 18.000 0.0032 0.058 Vel = 1.11 H.38 116 0.0 1 Utr 2.0 2.000 150 10.728 to 0.0 2.000 0.0 T.59 116 2.01 0.862 0.0 4.000 0.0032 0.013 Vel = 1.11 T.59 116 0.0 1 Utr 2.0 5.000 150 10.741 to 0.0 2.000 0.0 T.58 116 2.01 0.862 0.0 7.000 0.0031 0.022 Vel = 1.11 T.58 116 3.04 1 Utr 2.0 6.000 150 10.763 to 0.0 2.000 0.0 H.37 116 5.05 0.862 0.0 8.000 0.0176 0.141 Vel = 2.78 H.37 116 0.0 1 Utr 2.0 17.000 150 10.904 to 0.0 2.000 0.0 H.41 116 5.05 0.862 0.0 19.000 0.0176 0.334 Vel = 2.78 H.41 116 0.0 1 0.0 9.000 150 11.238 to 0.0 0.0 0.0 H.36 116 5.05 0.862 0.0 9.000 0.0176 0.158 Vel = 2.78 H.36 116 0.0 1 Utr 2.0 8.000 150 11.396 to 0.0 2.000 3.465 H.31 108 5.05 0.862 0.0 10.000 0.0175 0.175 Vel = 2.78 H.31 108 0.0 1 Utr 2.0 11.000 150 15.036 to 0.0 2.000 0.0 H.32 108 5.05 0.862 0.0 13.000 0.0176 0.229 Vel = 2.78 H.32 108 0.0 1 0.0 12.000 150 15.265 to 0.0 0.0 0.0 H.33 108 5.05 0.862 0.0 12.000 0.0176 0.211 Vel = 2.78 H.33 108 0.0 1 Utr 2.0 9.000 150 15.476 to 0.0 2.000 0.0 H.24 108 5.05 0.862 0.0 11.000 0.0175 0.193 Vel = 2.78 H.24 108 0.0 1 Utr 2.0 11.000 150 15.669 to 0.0 2.000 0.0 H.23 108 5.05 0.862 0.0 13.000 0.0175 0.228 Vel = 2.78 H.23 108 0.0 1 Utr 2.0 24.000 150 15.897 to 0.0 2.000 0.0 T.46 108 5.05 0.862 0.0 26.000 0.0176 0.457 Vel = 2.78 T.46 108 0.0 1 Utr 2.0 3.000 150 16.354 to Utb 17.0 16.000 0.0 T.43 108 5.05 0.862 0.0 19.000 0.0176 0.334 Vel = 2.78 0.0 T.43 5.05 16.688 K Factor = 1.24 T.49 108 1.68 1 Utr 2.0 6.000 150 13.728 to 0.0 2.000 0.0 T.45 108 1.68 0.862 0.0 8.000 0.0022 0.018 Vel = 0.92 T.45 108 0.0 1 Utr 2.0 3.000 150 13.746 to 0.0 2.000 0.0 H.6 108 1.68 0.862 0.0 5.000 0.0024 0.012 Vel = 0.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 CLARK RESIDENCE - One Head Calculation (H.9) Date 8/4/2020 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.6 108 0.0 1 Utr 2.0 7.000 150 13.758 to 0.0 2.000 0.0 H.20 108 1.68 0.862 0.0 9.000 0.0022 0.020 Vel = 0.92 H.20 108 0.0 1 Utr 2.0 4.000 150 13.778 to 0.0 2.000 0.0 H.22 108 1.68 0.862 0.0 6.000 0.0023 0.014 Vel = 0.92 H.22 108 0.0 1 Utr 2.0 3.000 150 13.792 to 0.0 2.000 0.0 T.54 108 1.68 0.862 0.0 5.000 0.0024 0.012 Vel = 0.92 T.54 108 0.0 1 Utr 2.0 9.000 150 13.804 to 0.0 2.000 0.0 T.57 108 1.68 0.862 0.0 11.000 0.0023 0.025 Vel = 0.92 T.57 108 1.36 1 2Utb 34.0 30.000 150 13.829 to 0.0 28.000 -3.465 T.58 116 3.04 0.862 0.0 58.000 0.0069 0.399 Vel = 1.67 0.0 T.58 3.04 10.763 K Factor = 0.93 T.53 108 1.36 1 Utr 2.0 9.000 150 13.752 to 0.0 2.000 0.0 H.29 108 1.36 0.862 0.0 11.000 0.0015 0.017 Vel = 0.75 H.29 108 0.0 1 0.0 11.000 150 13.769 to 0.0 0.0 0.0 H.30 108 1.36 0.862 0.0 11.000 0.0015 0.017 Vel = 0.75 H.30 108 0.0 1 Utr 2.0 11.000 150 13.786 to 0.0 2.000 0.0 H.27 108 1.36 0.862 0.0 13.000 0.0015 0.020 Vel = 0.75 H.27 108 0.0 1 Utr 2.0 3.000 150 13.806 to 0.0 2.000 0.0 T.56 108 1.36 0.862 0.0 5.000 0.0016 0.008 Vel = 0.75 T.56 108 0.0 1 Utr 2.0 6.000 150 13.814 to 0.0 2.000 0.0 H.28 108 1.36 0.862 0.0 8.000 0.0015 0.012 Vel = 0.75 H.28 108 0.0 1 0.0 2.000 150 13.826 to 0.0 0.0 0.0 T.57 108 1.36 0.862 0.0 2.000 0.0015 0.003 Vel = 0.75 0.0 T.57 1.36 13.829 K Factor = 0.37 T.55 116 0.11 1 Utr 2.0 10.000 150 10.456 to 0.0 2.000 0.0 H.26 116 0.11 0.862 0.0 12.000 0 0.0 Vel = 0.06 H.26 116 0.0 1 Utr 2.0 19.000 150 10.456 to 0.0 2.000 0.0 T.52 116 0.11 0.862 0.0 21.000 0 0.001 Vel = 0.06 T.52 116 0.0 1 Utr 2.0 12.000 150 10.457 to 0.0 2.000 0.0 H.8 116 0.11 0.862 0.0 14.000 0 0.0 Vel = 0.06 H.8 116 0.0 1 Utr 2.0 11.000 150 10.457 to 0.0 2.000 0.0 H.7 116 0.11 0.862 0.0 13.000 0 0.0 Vel = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 10 CLARK RESIDENCE - One Head Calculation (H.9) Date 8/4/2020 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.7 116 0.0 1 Utr 2.0 3.000 150 10.457 to 0.0 2.000 0.0 T.50 116 0.11 0.862 0.0 5.000 0 0.0 Vel = 0.06 0.0 T.50 0.11 10.457 K Factor = 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name CLARK RESIDENCE - Two Head Calculation (H.40 & H.39) Drawing RESIDENTIAL Location 18828 SOUNDVIEW PL EDMONDS WA Remote Area 1 Contract 200803-03 Data File 200803-03 Clark Residence.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 CLARK RESIDENCE - Two Head Calculation (H.4O & H.39) Date 8/4/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - CLARK RESIDENCE Location - EDMONDS WA Building - RESIDENTIAL Contractor - ADVANCED PLUMBING Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 08-03-2020 System No. - 1 Contract No. - 200803-03 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 - 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 26.0286 Psi Required 36.55 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. CLARK RESIDENCE - Two Head Calculation (H.40 & H.39) Page 2 Date 8/4/2020 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.029 C2 - Residual Flow 500 D2 - System Pressure 36.549 Hose ( Demand ) D3 - System Demand : 26.029 Safety Margin 63.113 150 140 130 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. CLARK RESIDENCE - Two Head Calculation (H.40 & H.39) Fitting Legend Abbrev. Name Page 3 Date 8/4/2020 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 CLARK RESIDENCE - Two Head Calculation (H.40 & H.39) Date 8/4/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 100.0 20 500.0 99.662 26.03 36.549 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.40 116.0 4.9 7.04 13.0 H.35 116.0 8.97 H.34 116.0 10.08 H.25 116.0 10.9 T.55 116.0 11.34 T.53 108.0 15.64 H.12 108.0 15.84 H.1 108.0 16.01 T.42 108.0 16.19 T.47 108.0 16.31 T.50 116.0 12.91 H.19 116.0 13.44 HA 116.0 13.79 H.3 116.0 14.22 T.51 116.0 14.39 H.18 116.0 14.6 H.17 116.0 14.89 H.16 116.0 15.17 T.48 116.0 15.46 H.2 108.0 19.89 T.44 108.0 21.01 T.43 108.0 21.98 S.1 104.0 25.41 MTR 100.0 31.23 STIR 100.0 36.55 H.39 116.0 4.9 7.07 13.03 H.38 116.0 9.44 T.59 116.0 9.97 T.58 116.0 10.9 T.57 108.0 15.65 T.54 108.0 15.93 H.22 108.0 16.06 H.20 108.0 16.21 H.6 108.0 16.45 T.45 108.0 16.57 T.49 108.0 16.78 H.37 116.0 11.33 H.41 116.0 12.37 H.36 116.0 12.86 H.31 108.0 16.86 H.32 108.0 17.57 H.33 108.0 18.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 CLARK RESIDENCE - Two Head Calculation (H.40 & H.39) Date 8/4/2020 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.24 108.0 18.82 H.23 108.0 19.53 T.46 108.0 20.94 H.26 116.0 11.63 T.52 116.0 12.14 H.8 116.0 12.47 H.7 116.0 12.78 H.29 108.0 15.64 H.30 108.0 15.64 H.27 108.0 15.64 T.56 108.0 15.64 H.28 108.0 15.65 H.11 108.0 16.34 H.13 108.0 16.4 H.14 108.0 16.48 H.9 108.0 16.53 H.10 108.0 16.64 H.15 108.0 16.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 CLARK RESIDENCE - Two Head Calculation (H.40 & H.39) Date 8/4/2020 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.40 116 4.90 11.00 1 Utr 2.0 24.000 150 7.040 to 0.0 2.000 0.0 H.35 116 11.0 0.862 0.0 26.000 0.0742 1.928 Vel = 6.05 H.35 116 0.0 1 Utr 2.0 13.000 150 8.968 to 0.0 2.000 0.0 H.34 116 11.0 0.862 0.0 15.000 0.0741 1.112 Vel = 6.05 H.34 116 to H.25 116 H.25 116 to T.55 116 0.0 1 Utr 2.0 9.000 0.0 2.000 11.0 0.862 0.0 11.000 0.0 1 Utr 2.0 4.000 0.0 2.000 11.0 0.862 0.0 6.000 150 10.080 0.0 0.0741 0.815 Vel = 6.05 150 10.895 0.0 0.0742 0.445 Vel = 6.05 T.55 116 -5.99 1 2Utb 34.0 20.000 150 11.340 to 0.0 28.000 3.465 T.53 108 5.01 0.862 0.0 48.000 0.0173 0.830 Vel = 2.75 T.53 108 -0.49 1 Utr 2.0 12.000 150 15.635 to 0.0 2.000 0.0 H.12 108 4.52 0.862 0.0 14.000 0.0144 0.201 Vel = 2.48 H.12 108 0.0 1 Utr 2.0 10.000 150 15.836 to 0.0 2.000 0.0 H.1 108 4.52 0.862 0.0 12.000 0.0142 0.171 Vel = 2.48 H.1 108 0.0 1 Utr 2.0 11.000 150 16.007 to 0.0 2.000 0.0 T.42 108 4.52 0.862 0.0 13.000 0.0143 0.186 Vel = 2.48 T.42 108 0.0 1 Utr 2.0 6.000 150 16.193 to 0.0 2.000 0.0 T.47 108 4.52 0.862 0.0 8.000 0.0144 0.115 Vel = 2.48 T.47 108 -3.13 1 2Utb 34.0 11.000 150 16.308 to 0.0 28.000 -3.465 T.50 116 1.39 0.862 0.0 39.000 0.0016 0.063 Vel = 0.76 T.50 116 5.99 1 0.0 15.000 150 12.906 to 0.0 0.0 0.0 H.19 116 7.38 0.862 0.0 15.000 0.0354 0.531 Vel = 4.06 H.19 116 to HA 116 HA 116 to H.3 116 H.3 116 to T.51 116 T.51 116 to H.18 116 H.18 116 to H.17 116 0.0 1 Utr 2.0 8.000 0.0 2.000 7.38 0.862 0.0 10.000 0.0 1 Utr 2.0 10.000 0.0 2.000 7.38 0.862 0.0 12.000 0.0 1 Utr 2.0 3.000 0.0 2.000 7.38 0.862 0.0 5.000 0.0 1 Utr 2.0 4.000 0.0 2.000 7.38 0.862 0.0 6.000 0.0 1 0.0 8.000 0.0 0.0 7.38 0.862 0.0 8.000 150 13.437 0.0 0.0354 0.354 Vel = 4.06 150 13.791 0.0 0.0354 0.425 Vel = 4.06 150 14.216 0.0 0.0354 0.177 Vel = 4.06 150 14.393 0.0 0.0353 0.212 Vel = 4.06 150 14.605 0.0 0.0354 0.283 Vel = 4.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 CLARK RESIDENCE - Two Head Calculation (H.40 & H.39) Date 8/4/2020 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.17 116 0.0 1 Utr 2.0 6.000 150 14.888 to 0.0 2.000 0.0 H.16 116 7.38 0.862 0.0 8.000 0.0355 0.284 Vel = 4.06 H.16 116 0.0 1 Utr 2.0 6.000 150 15.172 to 0.0 2.000 0.0 T.48 116 7.38 0.862 0.0 8.000 0.0354 0.283 Vel = 4.06 T.48 116 9.34 1 Utr 2.0 4.000 150 15.455 to 0.0 2.000 3.465 H.2 108 16.72 0.862 0.0 6.000 0.1608 0.965 Vel = 9.19 H.2 108 0.0 1 Utr 2.0 5.000 150 19.885 to 0.0 2.000 0.0 T.44 108 16.72 0.862 0.0 7.000 0.1610 1.127 Vel = 9.19 T.44 108 0.0 1 Utr 2.0 4.000 150 21.012 to 0.0 2.000 0.0 T.43 108 16.72 0.862 0.0 6.000 0.1608 0.965 Vel = 9.19 T.43 108 9.31 1.25 T 2.44 10.000 150 21.977 to 0.0 2.440 1.732 S.1 104 26.03 1.054 0.0 12.440 0.1371 1.705 Vel = 9.57 S.1 104 0.0 1.5 2E 12.089 50.000 150 25.414 to 0.0 12.089 4.732 * * Fixed Loss = 3 MTR 100 26.03 1.61 0.0 62.089 0.0174 1.081 Vel = 4.10 MTR 100 0.0 1 E 2.336 20.000 150 31.227 to T 5.841 9.345 0.0 STIR 100 26.03 0.995 G 1.168 29.345 0.1814 5.322 Vel = 10.74 0.0 STR 26.03 36.549 K Factor = 4.31 H.40 116 2.00 1 0.0 9.000 150 7.040 to 0.0 0.0 0.0 H.39 116 2.0 0.862 0.0 9.000 0.0032 0.029 Vel = 1.10 H.39 116 4.90 13.03 1 Utr 2.0 16.000 150 7.069 to 0.0 2.000 0.0 H.38 116 15.03 0.862 0.0 18.000 0.1320 2.376 Vel = 8.26 H.38 116 0.0 1 Utr 2.0 2.000 150 9.445 to 0.0 2.000 0.0 T.59 116 15.03 0.862 0.0 4.000 0.1322 0.529 Vel = 8.26 T.59 116 0.0 1 Utr 2.0 5.000 150 9.974 to 0.0 2.000 0.0 T.58 116 15.03 0.862 0.0 7.000 0.1320 0.924 Vel = 8.26 T.58 116 -9.31 1 2Utb 34.0 30.000 150 10.898 to 0.0 28.000 3.465 T.57 108 5.72 0.862 0.0 58.000 0.0221 1.284 Vel = 3.14 T.57 108 0.49 1 Utr 2.0 9.000 150 15.647 to 0.0 2.000 0.0 T.54 108 6.21 0.862 0.0 11.000 0.0257 0.283 Vel = 3.41 T.54 108 0.0 1 Utr 2.0 3.000 150 15.930 to 0.0 2.000 0.0 H.22 108 6.21 0.862 0.0 5.000 0.0258 0.129 Vel = 3.41 H.22 108 0.0 1 Utr 2.0 4.000 150 16.059 to 0.0 2.000 0.0 H.20 108 6.21 0.862 0.0 6.000 0.0258 0.155 Vel = 3.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 CLARK RESIDENCE - Two Head Calculation (H.40 & H.39) Date 8/4/2020 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.20 108 0.0 1 Utr 2.0 7.000 150 16.214 to 0.0 2.000 0.0 H.6 108 6.21 0.862 0.0 9.000 0.0258 0.232 Vel = 3.41 H.6 108 0.0 1 Utr 2.0 3.000 150 16.446 to 0.0 2.000 0.0 T.45 108 6.21 0.862 0.0 5.000 0.0256 0.128 Vel = 3.41 T.45 108 0.0 1 Utr 2.0 6.000 150 16.574 to 0.0 2.000 0.0 T.49 108 6.21 0.862 0.0 8.000 0.0258 0.206 Vel = 3.41 T.49 108 3.14 1 2Utb 34.0 11.000 150 16.780 to 0.0 28.000 -3.465 T.48 116 9.35 0.862 0.0 39.000 0.0549 2.140 Vel = 5.14 0.0 T.48 9.35 15.455 K Factor = 2.38 T.58 116 9.30 1 Utr 2.0 6.000 150 10.898 to 0.0 2.000 0.0 H.37 116 9.3 0.862 0.0 8.000 0.0544 0.435 Vel = 5.11 H.37 116 0.0 1 Utr 2.0 17.000 150 11.333 to 0.0 2.000 0.0 H.41 116 9.3 0.862 0.0 19.000 0.0544 1.033 Vel = 5.11 H.41 116 0.0 1 0.0 9.000 150 12.366 to 0.0 0.0 0.0 H.36 116 9.3 0.862 0.0 9.000 0.0544 0.490 Vel = 5.11 H.36 116 0.0 1 Utr 2.0 8.000 150 12.856 to 0.0 2.000 3.465 H.31 108 9.3 0.862 0.0 10.000 0.0544 0.544 Vel = 5.11 H.31 108 0.0 1 Utr 2.0 11.000 150 16.865 to 0.0 2.000 0.0 H.32 108 9.3 0.862 0.0 13.000 0.0544 0.707 Vel = 5.11 H.32 108 0.0 1 0.0 12.000 150 17.572 to 0.0 0.0 0.0 H.33 108 9.3 0.862 0.0 12.000 0.0543 0.652 Vel = 5.11 H.33 108 0.0 1 Utr 2.0 9.000 150 18.224 to 0.0 2.000 0.0 H.24 108 9.3 0.862 0.0 11.000 0.0545 0.599 Vel = 5.11 H.24 108 0.0 1 Utr 2.0 11.000 150 18.823 to 0.0 2.000 0.0 H.23 108 9.3 0.862 0.0 13.000 0.0544 0.707 Vel = 5.11 H.23 108 0.0 1 Utr 2.0 24.000 150 19.530 to 0.0 2.000 0.0 T.46 108 9.3 0.862 0.0 26.000 0.0544 1.414 Vel = 5.11 T.46 108 0.0 1 Utr 2.0 3.000 150 20.944 to Utb 17.0 16.000 0.0 T.43 108 9.3 0.862 0.0 19.000 0.0544 1.033 Vel = 5.11 0.0 T.43 9.30 21.977 K Factor = 1.98 T.55 116 5.99 1 Utr 2.0 10.000 150 11.340 to 0.0 2.000 0.0 H.26 116 5.99 0.862 0.0 12.000 0.0241 0.289 Vel = 3.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 CLARK RESIDENCE - Two Head Calculation (H.40 & H.39) Date 8/4/2020 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.26 116 0.0 1 Utr 2.0 19.000 150 11.629 to 0.0 2.000 0.0 T.52 116 5.99 0.862 0.0 21.000 0.0241 0.506 Vel = 3.29 T.52 116 0.0 1 Utr 2.0 12.000 150 12.135 to 0.0 2.000 0.0 H.8 116 5.99 0.862 0.0 14.000 0.0241 0.337 Vel = 3.29 H.8 116 0.0 1 Utr 2.0 11.000 150 12.472 to 0.0 2.000 0.0 H.7 116 5.99 0.862 0.0 13.000 0.0241 0.313 Vel = 3.29 H.7 116 0.0 1 Utr 2.0 3.000 150 12.785 to 0.0 2.000 0.0 T.50 116 5.99 0.862 0.0 5.000 0.0242 0.121 Vel = 3.29 T.50 T.53 108 to H.29 108 H.29 108 to H.30 108 H.30 108 to H.27 108 H.27 108 to T.56 108 0.0 5.99 0.49 1 Utr 2.0 9.000 0.0 2.000 0.49 0.862 0.0 11.000 0.0 1 0.0 11.000 0.0 0.0 0.49 0.862 0.0 11.000 0.0 1 Utr 2.0 11.000 0.0 2.000 0.49 0.862 0.0 13.000 0.0 1 Utr 2.0 3.000 0.0 2.000 0.49 0.862 0.0 5.000 12.906 K Factor = 1.67 150 15.635 0.0 0.0003 0.003 Vel = 0.27 150 15.638 0.0 0.0002 0.002 Vel = 0.27 150 15.640 0.0 0.0002 0.003 Vel = 0.27 150 15.643 0.0 0.0004 0.002 Vel = 0.27 T.56 108 0.0 1 Utr 2.0 6.000 150 15.645 to 0.0 2.000 0.0 H.28 108 0.49 0.862 0.0 8.000 0.0001 0.001 Vel = 0.27 H.28 108 0.0 1 0.0 2.000 150 15.646 to 0.0 0.0 0.0 T.57 108 0.49 0.862 0.0 2.000 0.0005 0.001 Vel = 0.27 0.0 T.57 0.49 15.647 K Factor = 0.12 T.47 108 3.14 1 Utr 2.0 3.000 150 16.308 to 0.0 2.000 0.0 H.11 108 3.14 0.862 0.0 5.000 0.0072 0.036 Vel = 1.73 H.11 108 0.0 1 Utr 2.0 6.000 150 16.344 to 0.0 2.000 0.0 H.13 108 3.14 0.862 0.0 8.000 0.0072 0.058 Vel = 1.73 H.13 108 0.0 1 0.0 11.000 150 16.402 to 0.0 0.0 0.0 H.14 108 3.14 0.862 0.0 11.000 0.0073 0.080 Vel = 1.73 H.14 108 0.0 1 Utr 2.0 5.000 150 16.482 to 0.0 2.000 0.0 H.9 108 3.14 0.862 0.0 7.000 0.0073 0.051 Vel = 1.73 H.9 108 0.0 1 Utr 2.0 13.000 150 16.533 to 0.0 2.000 0.0 H.10 108 3.14 0.862 0.0 15.000 0.0073 0.109 Vel = 1.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 10 CLARK RESIDENCE - Two Head Calculation (H.40 & H.39) Date 8/4/2020 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.10 108 0.0 1 Utr 2.0 5.000 150 16.642 to 0.0 2.000 0.0 H.15 108 3.14 0.862 0.0 7.000 0.0073 0.051 Vel = 1.73 H.15 108 0.0 1 0.0 12.000 150 16.693 to 0.0 0.0 0.0 T.49 108 3.14 0.862 0.0 12.000 0.0072 0.087 Vel = 1.73 0.0 T.49 3.14 16.780 K Factor = 0.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087