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FIR2020-0064+Calculations+7.7.2020_12.34.16_PMDESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name LINDER RESIDENCE - One Head Calculation (H.15) Drawing RESIDENTIAL Location 7926 203RD ST SW EDMONDS WA Remote Area 1 Contract 200706-07 Data File 200706-07 Linder Residence.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. LINDER RESIDENCE - One Head Calculation (H.15) HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 7/6/2020 Name - LINDER RESIDENCE Date - 07-06-2020 Location - EDMONDS WA Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 200706-07 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 - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model LL-RFC49 I Elevation at Highest Outlet - 124 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 37.86 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) - 60 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. LINDER RESIDENCE - One Head Calculation (H.15) Page 2 Date 7/6/2020 City Water Supply: Demand: C1 - Static Pressure 60 D1 - Elevation 10.394 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 37.862 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 22.061 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 E 50 D2 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. LINDER RESIDENCE - One Head Calculation (H.15) Fitting Legend Abbrev. Name Page 3 Date 7/6/2020 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 LINDER RESIDENCE - One Head Calculation (H.15) Date 7/6/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 60.0 20 500.0 59.923 17.0 37.862 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.15 124.0 4.9 12.03 H.20 124.0 13.21 T.68 124.0 13.31 H.11 124.0 14.18 T.64 124.0 14.38 T.61 116.0 18.65 H.16 116.0 18.78 H.9 116.0 18.9 H.3 116.0 19.04 T.60 116.0 19.18 H.8 116.0 19.25 H.12 116.0 19.41 T.66 116.0 19.49 T.63 108.0 23.2 H.5 108.0 23.28 HA 108.0 23.48 T.62 108.0 23.62 H.13 108.0 23.72 H.17 108.0 23.86 H.27 108.0 24.08 H .42 108.0 24.34 T.82 108.0 24.68 T.81 108.0 24.78 S.1 104.0 27.28 MTR 100.0 35.44 STIR 100.0 37.86 H.24 124.0 12.69 H.39 124.0 13.26 H.23 124.0 13.96 T.74 124.0 14.29 T.73 116.0 18.72 H.35 116.0 18.93 H.34 116.0 19.2 H.18 116.0 19.43 T.67 116.0 19.53 H.33 124.0 14.33 H.32 124.0 14.36 H.38 124.0 14.42 H.50 124.0 14.52 H.59 124.0 14.59 H.48 124.0 14.65 H.47 124.0 14.7 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 LINDER RESIDENCE - One Head Calculation (H.15) Date 7/6/2020 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.58 124.0 14.76 H.54 124.0 14.8 H.46 124.0 14.85 H.36 124.0 14.91 T.79 124.0 14.94 T.71 116.0 18.71 H.31 116.0 18.83 T.77 116.0 18.86 T.78 116.0 18.9 T.76 108.0 22.88 H.7 108.0 23.01 H.6 108.0 23.12 H.10 124.0 14.44 H.2 124.0 14.59 T.65 124.0 14.75 H.22 124.0 14.89 T.70 124.0 14.93 T.72 116.0 18.73 H.41 116.0 18.86 T.80 116.0 18.92 T.84 108.0 22.92 H.45 108.0 23.12 H.57 108.0 23.5 H.56 108.0 23.66 H.55 108.0 23.9 H.49 108.0 24.3 H.37 124.0 14.94 H.1 116.0 18.67 H.14 116.0 18.68 H.21 116.0 18.69 T.69 116.0 18.7 H.25 116.0 18.72 H.26 116.0 18.73 T.83 116.0 18.91 H.53 116.0 18.91 H.52 116.0 18.92 H.51 116.0 18.92 H.40 116.0 18.92 T.75 108.0 22.88 H.30 108.0 22.89 H.29 108.0 22.9 H.28 108.0 22.91 H.44 108.0 22.92 H.19 116.0 19.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 LINDER RESIDENCE - One Head Calculation (H.15) Date 7/6/2020 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.15 124 4.90 9.00 1 Utr 2.0 21.000 150 12.030 to 0.0 2.000 0.0 H.20 124 9.0 0.862 0.0 23.000 0.0511 1.176 Vel = 4.95 H.20 124 0.0 1 0.0 2.000 150 13.206 to 0.0 0.0 0.0 T.68 124 9.0 0.862 0.0 2.000 0.0510 0.102 Vel = 4.95 T.68 124 0.0 1 Utr 2.0 15.000 150 13.308 to 0.0 2.000 0.0 H.11 124 9.0 0.862 0.0 17.000 0.0511 0.869 Vel = 4.95 H.11 124 0.0 1 Utr 2.0 2.000 150 14.177 to 0.0 2.000 0.0 T.64 124 9.0 0.862 0.0 4.000 0.0512 0.205 Vel = 4.95 T.64 124 -3.85 1 2Utb 34.0 16.000 150 14.382 to 0.0 28.000 3.465 T.61 116 5.15 0.862 0.0 44.000 0.0182 0.801 Vel = 2.83 T.61 116 -1.28 1 0.0 12.000 150 18.648 to 0.0 0.0 0.0 H.16 116 3.87 0.862 0.0 12.000 0.0107 0.128 Vel = 2.13 H.16 116 0.0 1 Utr 2.0 10.000 150 18.776 to 0.0 2.000 0.0 H.9 116 3.87 0.862 0.0 12.000 0.0108 0.129 Vel = 2.13 H.9 116 0.0 1 Utr 2.0 11.000 150 18.905 to 0.0 2.000 0.0 H.3 116 3.87 0.862 0.0 13.000 0.0107 0.139 Vel = 2.13 H.3 116 0.0 1 Utr 2.0 11.000 150 19.044 to 0.0 2.000 0.0 T.60 116 3.87 0.862 0.0 13.000 0.0108 0.140 Vel = 2.13 T.60 116 0.0 1 Utr 2.0 4.000 150 19.184 to 0.0 2.000 0.0 H.8 116 3.87 0.862 0.0 6.000 0.0107 0.064 Vel = 2.13 H.8 116 0.0 1 Utr 2.0 13.000 150 19.248 to 0.0 2.000 0.0 H.12 116 3.87 0.862 0.0 15.000 0.0107 0.161 Vel = 2.13 H.12 116 0.0 1 Utr 2.0 6.000 150 19.409 to 0.0 2.000 0.0 T.66 116 3.87 0.862 0.0 8.000 0.0106 0.085 Vel = 2.13 T.66 116 -1.43 1 2Utb 34.0 24.000 150 19.494 to 0.0 28.000 3.465 T.63 108 2.44 0.862 0.0 52.000 0.0046 0.239 Vel = 1.34 T.63 108 2.98 1 Utr 2.0 2.000 150 23.198 to 0.0 2.000 0.0 H.5 108 5.42 0.862 0.0 4.000 0.0200 0.080 Vel = 2.98 H.5 108 0.0 1 0.0 10.000 150 23.278 to 0.0 0.0 0.0 HA 108 5.42 0.862 0.0 10.000 0.0199 0.199 Vel = 2.98 HA 108 0.0 1 Utr 2.0 5.000 150 23.477 to 0.0 2.000 0.0 T.62 108 5.42 0.862 0.0 7.000 0.0200 0.140 Vel = 2.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 LINDER RESIDENCE - One Head Calculation (H.15) Date 7/6/2020 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.62 108 0.0 1 Utr 2.0 3.000 150 23.617 to 0.0 2.000 0.0 H.13 108 5.42 0.862 0.0 5.000 0.0200 0.100 Vel = 2.98 H.13 108 0.0 1 Utr 2.0 5.000 150 23.717 to 0.0 2.000 0.0 H.17 108 5.42 0.862 0.0 7.000 0.0200 0.140 Vel = 2.98 H.17 108 0.0 1 Utr 2.0 9.000 150 23.857 to 0.0 2.000 0.0 H.27 108 5.42 0.862 0.0 11.000 0.0200 0.220 Vel = 2.98 H.27 108 0.0 1 Utr 2.0 11.000 150 24.077 to 0.0 2.000 0.0 H.42 108 5.42 0.862 0.0 13.000 0.0200 0.260 Vel = 2.98 H.42 108 0.0 1 Utb 17.0 3.000 150 24.337 to 0.0 14.000 0.0 T.82 108 5.42 0.862 0.0 17.000 0.0199 0.339 Vel = 2.98 T.82 108 4.86 1.25 0.0 4.000 150 24.676 to 0.0 0.0 0.0 T.81 108 10.28 1.054 0.0 4.000 0.0248 0.099 Vel = 3.78 T.81 108 6.72 1.25 Utr 4.0 6.000 150 24.775 to T 2.44 6.440 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 3.443 120.000 150 27.282 to 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 100 17.0 1.244 0.0 123.443 0.0278 3.429 Vel = 4.49 MTR 100 0.0 1 E 2.336 20.000 150 35.443 to T 5.841 9.345 0.0 STIR 100 17.0 0.995 G 1.168 29.345 0.0824 2.419 Vel = 7.01 0.0 STIR 17.00 37.862 K Factor = 2.76 H.15 124 8.00 1 Utr 2.0 14.000 150 12.030 to 0.0 2.000 0.0 H.24 124 8.0 0.862 0.0 16.000 0.0411 0.658 Vel = 4.40 H.24 124 0.0 1 0.0 14.000 150 12.688 to 0.0 0.0 0.0 H.39 124 8.0 0.862 0.0 14.000 0.0411 0.575 Vel = 4.40 H.39 124 0.0 1 Utr 2.0 15.000 150 13.263 to 0.0 2.000 0.0 H.23 124 8.0 0.862 0.0 17.000 0.0411 0.699 Vel = 4.40 H.23 124 0.0 1 Utr 2.0 6.000 150 13.962 to 0.0 2.000 0.0 T.74 124 8.0 0.862 0.0 8.000 0.0411 0.329 Vel = 4.40 T.74 124 -2.37 1 2Utb 34.0 17.000 150 14.291 to 0.0 28.000 3.465 T.73 116 5.63 0.862 0.0 45.000 0.0215 0.967 Vel = 3.10 T.73 116 -0.34 1 Utr 2.0 9.000 150 18.723 to 0.0 2.000 0.0 H.35 116 5.29 0.862 0.0 11.000 0.0192 0.211 Vel = 2.91 H.35 116 0.0 1 0.0 14.000 150 18.934 to 0.0 0.0 0.0 H.34 116 5.29 0.862 0.0 14.000 0.0191 0.267 Vel = 2.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 LINDER RESIDENCE - One Head Calculation (H.15) Date 7/6/2020 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.34 116 0.0 1 Utr 2.0 10.000 150 19.201 to 0.0 2.000 0.0 H.18 116 5.29 0.862 0.0 12.000 0.0192 0.230 VeI = 2.91 H.18 116 0.0 1 Utr 2.0 3.000 150 19.431 to 0.0 2.000 0.0 T.67 116 5.29 0.862 0.0 5.000 0.0190 0.095 VeI = 2.91 T.67 116 1.42 1 2Utb 34.0 32.000 150 19.526 to 0.0 28.000 3.465 T.81 108 6.71 0.862 0.0 60.000 0.0297 1.784 Vel = 3.69 T.81 T.74 124 to H.33 124 H.33 124 to H.32 124 H.32 124 to H.38 124 H.38 124 to H.50 124 H.50 124 to H.59 124 0.0 6.71 2.36 1 Utr 2.0 7.000 0.0 2.000 2.36 0.862 0.0 9.000 0.0 1 Utr 2.0 4.000 0.0 2.000 2.36 0.862 0.0 6.000 0.0 1 Utr 2.0 12.000 0.0 2.000 2.36 0.862 0.0 14.000 0.0 1 Utr 2.0 23.000 0.0 2.000 2.36 0.862 0.0 25.000 0.0 1 0.0 16.000 0.0 0.0 2.36 0.862 0.0 16.000 24.775 K Factor = 1.35 150 14.291 0.0 0.0043 0.039 VeI = 1.30 150 14.330 0.0 0.0043 0.026 VeI = 1.30 150 14.356 0.0 0.0043 0.060 VeI = 1.30 150 14.416 0.0 0.0043 0.108 VeI = 1.30 150 14.524 0.0 0.0043 0.069 VeI = 1.30 H.59 124 0.0 1 Utr 2.0 12.000 150 14.593 to 0.0 2.000 0.0 H.48 124 2.36 0.862 0.0 14.000 0.0043 0.060 VeI = 1.30 H.48 124 0.0 1 Utr 2.0 9.000 150 14.653 to 0.0 2.000 0.0 H.47 124 2.36 0.862 0.0 11.000 0.0043 0.047 VeI = 1.30 H.47 124 0.0 1 Utr 2.0 12.000 150 14.700 to 0.0 2.000 0.0 H.58 124 2.36 0.862 0.0 14.000 0.0044 0.061 VeI = 1.30 H.58 124 0.0 1 0.0 9.000 150 14.761 to 0.0 0.0 0.0 H.54 124 2.36 0.862 0.0 9.000 0.0043 0.039 VeI = 1.30 H.54 124 0.0 1 Utr 2.0 10.000 150 14.800 to 0.0 2.000 0.0 H.46 124 2.36 0.862 0.0 12.000 0.0042 0.051 VeI = 1.30 H.46 124 0.0 1 Utr 2.0 11.000 150 14.851 to 0.0 2.000 0.0 H.36 124 2.36 0.862 0.0 13.000 0.0043 0.056 VeI = 1.30 H.36 124 0.0 1 Utr 2.0 6.000 150 14.907 to 0.0 2.000 0.0 T.79 124 2.36 0.862 0.0 8.000 0.0044 0.035 VeI = 1.30 T.79 124 0.67 1 2Utb 34.0 16.000 150 14.942 to 0.0 28.000 3.465 T.71 116 3.03 0.862 0.0 44.000 0.0068 0.301 VeI = 1.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 LINDER RESIDENCE - One Head Calculation (H.15) Date 7/6/2020 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.71 116 1.29 1 Utr 2.0 7.000 150 18.708 to 0.0 2.000 0.0 H.31 116 4.32 0.862 0.0 9.000 0.0131 0.118 Vel = 2.37 H.31 116 0.0 1 Utr 2.0 1.000 150 18.826 to 0.0 2.000 0.0 T.77 116 4.32 0.862 0.0 3.000 0.0130 0.039 Vel = 2.37 T.77 116 0.0 1 Utr 2.0 1.000 150 18.865 to 0.0 2.000 0.0 T.78 116 4.32 0.862 0.0 3.000 0.0133 0.040 Vel = 2.37 T.78 116 -0.51 1 2Utb 34.0 21.000 150 18.905 to 0.0 28.000 3.465 T.76 108 3.81 0.862 0.0 49.000 0.0104 0.512 Vel = 2.09 T.76 108 -0.84 1 Utr 2.0 18.000 150 22.882 to 0.0 2.000 0.0 H.7 108 2.97 0.862 0.0 20.000 0.0066 0.131 Vel = 1.63 H.7 108 0.0 1 Utr 2.0 14.000 150 23.013 to 0.0 2.000 0.0 H.6 108 2.97 0.862 0.0 16.000 0.0066 0.106 Vel = 1.63 H.6 108 0.0 1 Utr 2.0 10.000 150 23.119 to 0.0 2.000 0.0 T.63 108 2.97 0.862 0.0 12.000 0.0066 0.079 Vel = 1.63 0.0 T.63 2.97 23.198 K Factor = 0.62 T.64 124 3.85 1 Utr 2.0 3.000 150 14.382 to 0.0 2.000 0.0 H.10 124 3.85 0.862 0.0 5.000 0.0106 0.053 Vel = 2.12 H.10 124 0.0 1 Utr 2.0 13.000 150 14.435 to 0.0 2.000 0.0 H.2 124 3.85 0.862 0.0 15.000 0.0106 0.159 Vel = 2.12 H.2 124 0.0 1 Utr 2.0 13.000 150 14.594 to 0.0 2.000 0.0 T.65 124 3.85 0.862 0.0 15.000 0.0106 0.159 Vel = 2.12 T.65 124 0.0 1 Utr 2.0 11.000 150 14.753 to 0.0 2.000 0.0 H.22 124 3.85 0.862 0.0 13.000 0.0106 0.138 Vel = 2.12 H.22 124 0.0 1 Utr 2.0 2.000 150 14.891 to 0.0 2.000 0.0 T.70 124 3.85 0.862 0.0 4.000 0.0105 0.042 Vel = 2.12 T.70 124 -0.67 1 2Utb 34.0 16.000 150 14.933 to 0.0 28.000 3.465 T.72 116 3.18 0.862 0.0 44.000 0.0075 0.328 Vel = 1.75 T.72 116 0.34 1 Utr 2.0 13.000 150 18.726 to 0.0 2.000 0.0 H.41 116 3.52 0.862 0.0 15.000 0.0090 0.135 Vel = 1.94 H.41 116 0.0 1 0.0 7.000 150 18.861 to 0.0 0.0 0.0 T.80 116 3.52 0.862 0.0 7.000 0.0090 0.063 Vel = 1.94 T.80 116 0.51 1 2Utb 34.0 18.000 150 18.924 to 0.0 28.000 3.465 T.84 108 4.03 0.862 0.0 46.000 0.0115 0.531 Vel = 2.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 10 LINDER RESIDENCE - One Head Calculation (H.15) Date 7/6/2020 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.84 108 0.84 1 Utr 2.0 10.000 150 22.920 to 0.0 2.000 0.0 H.45 108 4.87 0.862 0.0 12.000 0.0164 0.197 Vel = 2.68 H.45 108 0.0 1 Utr 2.0 21.000 150 23.117 to 0.0 2.000 0.0 H.57 108 4.87 0.862 0.0 23.000 0.0164 0.378 Vel = 2.68 H.57 108 0.0 1 0.0 10.000 150 23.495 to 0.0 0.0 0.0 H.56 108 4.87 0.862 0.0 10.000 0.0164 0.164 Vel = 2.68 H.56 108 0.0 1 Utr 2.0 13.000 150 23.659 to 0.0 2.000 0.0 H.55 108 4.87 0.862 0.0 15.000 0.0164 0.246 Vel = 2.68 H.55 108 0.0 1 Utr 2.0 22.000 150 23.905 to 0.0 2.000 0.0 H.49 108 4.87 0.862 0.0 24.000 0.0164 0.394 Vel = 2.68 H.49 108 0.0 1 Utb 17.0 7.000 150 24.299 to Utr 2.0 16.000 0.0 T.82 108 4.87 0.862 0.0 23.000 0.0164 0.377 Vel = 2.68 T.82 T.70 124 to H.37 124 H.37 124 to T.79 124 T.79 T.61 116 to H.1 116 H.1 116 to H.14 116 H.14 116 to H.21 116 H.21 116 to T.69 116 T.69 116 to T.71 116 0.0 4.87 0.67 1 Utr 2.0 13.000 0.0 2.000 0.67 0.862 0.0 15.000 0.0 1 Utr 2.0 3.000 0.0 2.000 0.67 0.862 0.0 5.000 0.0 0.67 1.28 1 Utr 2.0 12.000 0.0 2.000 1.28 0.862 0.0 14.000 0.0 1 Utr 2.0 9.000 0.0 2.000 1.28 0.862 0.0 11.000 0.0 1 Utr 2.0 6.000 0.0 2.000 1.28 0.862 0.0 8.000 0.0 1 Utr 2.0 1.000 0.0 2.000 1.28 0.862 0.0 3.000 0.0 1 Utr 2.0 5.000 0.0 2.000 1.28 0.862 0.0 7.000 24.676 K Factor = 0.98 150 14.933 0.0 0.0005 0.007 Vel = 0.37 150 14.940 0.0 0.0004 0.002 Vel = 0.37 14.942 K Factor = 0.17 150 18.648 0.0 0.0014 0.019 Vel = 0.70 150 18.667 0.0 0.0014 0.015 Vel = 0.70 150 18.682 0.0 0.0015 0.012 Vel = 0.70 150 18.694 0.0 0.0013 0.004 Vel = 0.70 150 18.698 0.0 0.0014 0.010 Vel = 0.70 0.0 T.71 1.28 18.708 K Factor = 0.30 T.73 116 0.35 1 Utr 2.0 5.000 150 18.723 to 0.0 2.000 0.0 H.25 116 0.35 0.862 0.0 7.000 0.0001 0.001 Vel = 0.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 11 LINDER RESIDENCE - One Head Calculation (H.15) Date 7/6/2020 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.25 116 to H.26 116 0.0 1 Utr 2.0 9.000 0.0 2.000 0.35 0.862 0.0 11.000 150 18.724 0.0 0.0002 0.002 Vel = 0.19 H.26 116 0.0 1 Utr 2.0 1.000 150 18.726 to 0.0 2.000 0.0 T.72 116 0.35 0.862 0.0 3.000 0 0.0 Vel = 0.19 T.72 T.78 116 to T.83 116 T.83 116 to H.53 116 H.53 116 to H.52 116 H.52 116 to H.51 116 H.51 116 to H.40 116 H.40 116 to T.80 116 T.80 T.76 108 to T.75 108 T.75 108 to H.30 108 H.30 108 to H.29 108 H.29 108 to H.28 108 H.28 108 to H.44 108 0.0 0.35 0.50 1 Utr 2.0 10.000 0.0 2.000 0.5 0.862 0.0 12.000 0.0 1 Utr 2.0 17.000 0.0 2.000 0.5 0.862 0.0 19.000 0.0 1 0.0 18.000 0.0 0.0 0.5 0.862 0.0 18.000 0.0 1 Utr 2.0 11.000 0.0 2.000 0.5 0.862 0.0 13.000 0.0 1 Utr 2.0 10.000 0.0 2.000 0.5 0.862 0.0 12.000 0.0 1 Utr 2.0 4.000 0.0 2.000 0.5 0.862 0.0 6.000 0.0 0.50 0.84 1 0.0 4.895 0.0 0.0 0.84 0.862 0.0 4.895 0.0 1 Utr 2.0 1.000 0.0 2.000 0.84 0.862 0.0 3.000 0.0 1 Utr 2.0 14.000 0.0 2.000 0.84 0.862 0.0 16.000 0.0 1 Utr 2.0 12.000 0.0 2.000 0.84 0.862 0.0 14.000 0.0 1 Utr 2.0 16.000 0.0 2.000 0.84 0.862 0.0 18.000 18.726 K Factor = 0.08 150 18.905 0.0 0.0002 0.003 Vel = 0.27 150 18.908 0.0 0.0002 0.004 Vel = 0.27 150 18.912 0.0 0.0003 0.005 Vel = 0.27 150 18.917 0.0 0.0002 0.003 Vel = 0.27 150 18.920 0.0 0.0002 0.003 Vel = 0.27 150 18.923 0.0 0.0002 0.001 Vel = 0.27 18.924 K Factor = 0.11 150 22.882 0.0 0.0006 0.003 Vel = 0.46 150 22.885 0.0 0.0003 0.001 Vel = 0.46 150 22.886 0.0 0.0007 0.011 Vel = 0.46 150 22.897 0.0 0.0006 0.009 Vel = 0.46 150 22.906 0.0 0.0006 0.011 Vel = 0.46 H.44 108 0.0 1 Utr 2.0 3.000 150 22.917 to 0.0 2.000 0.0 T.84 108 0.84 0.862 0.0 5.000 0.0006 0.003 Vel = 0.46 0.0 T.84 0.84 22.920 K Factor = 0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 12 LINDER RESIDENCE - One Head Calculation (H.15) Date 7/6/2020 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.66 116 1.42 1 Utr 2.0 6.000 150 19.494 to 0.0 2.000 0.0 H.19 116 1.42 0.862 0.0 8.000 0.0018 0.014 Vel = 0.78 H.19 116 0.0 1 0.0 11.000 150 19.508 to 0.0 0.0 0.0 T.67 116 1.42 0.862 0.0 11.000 0.0016 0.018 Vel = 0.78 0.0 T.67 1.42 19.526 K Factor = 0.32 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 LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Drawing RESIDENTIAL Location 7926 203RD ST SW EDMONDS WA Remote Area 1 Contract 200706-07 Data File 200706-07 Linder Residence.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Date 7/6/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - LINDER RESIDENCE Location - EDMONDS WA Building - RESIDENTIAL Contractor - ADVANCED PLUMBING Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 07-06-2020 System No. - 1 Contract No. - 200706-07 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 - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model LL-RFC49 I Elevation at Highest Outlet - 124 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.0051 Psi Required 49.35 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) - 60 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. LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Page 2 Date 7/6/2020 City Water Supply: Demand: C1 - Static Pressure 60 D1 - Elevation 10.394 C2 - Residual Pressure: 20 D2 - System Flow : 26.005 C2 - Residual Flow 500 D2 - System Pressure 49.351 Hose ( Demand ) D3 - System Demand : 26.005 Safety Margin 10.480 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 D2 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. LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Fitting Legend Abbrev. Name Page 3 Date 7/6/2020 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 LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Date 7/6/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 60.0 20 500.0 59.831 26.01 49.351 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.59 124.0 4.9 7.04 13.0 H.50 124.0 8.55 H.38 124.0 10.91 H.32 124.0 12.23 H.33 124.0 12.8 T.74 124.0 13.65 T.73 116.0 19.14 H.35 116.0 19.62 H.34 116.0 20.23 H.18 116.0 20.75 T.67 116.0 20.96 T.81 108.0 28.34 SA 104.0 31.77 MTR 100.0 44.04 STIR 100.0 49.35 H.48 124.0 4.9 7.04 13.0 H.47 124.0 8.23 H.58 124.0 9.74 H.54 124.0 10.71 H.46 124.0 12.0 H.36 124.0 13.4 T.79 124.0 14.27 T.71 116.0 19.15 H.31 116.0 19.4 T.77 116.0 19.49 T.78 116.0 19.57 T.76 108.0 24.17 H.7 108.0 24.46 H.6 108.0 24.7 T.63 108.0 24.88 H.5 108.0 25.05 HA 108.0 25.49 T.62 108.0 25.8 H.13 108.0 26.02 H.17 108.0 26.32 H.27 108.0 26.81 H.42 108.0 27.38 T.82 108.0 28.12 H.23 124.0 13.75 H.39 124.0 13.95 H.24 124.0 14.12 H.15 124.0 14.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Date 7/6/2020 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.20 124.0 14.59 T.68 124.0 14.62 H.11 124.0 14.82 T.64 124.0 14.87 T.61 116.0 19.16 H.16 116.0 19.42 H.9 116.0 19.69 H.3 116.0 19.98 T.60 116.0 20.26 H.8 116.0 20.4 H.12 116.0 20.73 T.66 116.0 20.9 H.37 124.0 14.4 T.70 124.0 14.82 T.72 116.0 19.15 H.41 116.0 19.46 T.80 116.0 19.6 T.84 108.0 24.25 H.45 108.0 24.69 H.57 108.0 25.52 H.56 108.0 25.88 H.55 108.0 26.42 H.49 108.0 27.29 H.22 124.0 14.82 T.65 124.0 14.84 H.2 124.0 14.85 H.10 124.0 14.87 H.25 116.0 19.15 H.26 116.0 19.15 T.69 116.0 19.15 H.21 116.0 19.15 H.14 116.0 19.15 H.1 116.0 19.16 T.83 116.0 19.58 H.53 116.0 19.58 H.52 116.0 19.59 H.51 116.0 19.6 H.40 116.0 19.6 T.75 108.0 24.18 H.30 108.0 24.18 H.29 108.0 24.2 H.28 108.0 24.22 H .44 108.0 24.24 H.19 116.0 20.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Date 7/6/2020 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.59 124 4.90 12.54 1 0.0 16.000 150 7.040 to 0.0 0.0 0.0 H.50 124 12.54 0.862 0.0 16.000 0.0944 1.511 Vel = 6.89 H.50 124 0.0 1 Utr 2.0 23.000 150 8.551 to 0.0 2.000 0.0 H.38 124 12.54 0.862 0.0 25.000 0.0944 2.361 Vel = 6.89 H.38 124 0.0 1 Utr 2.0 12.000 150 10.912 to 0.0 2.000 0.0 H.32 124 12.54 0.862 0.0 14.000 0.0944 1.322 Vel = 6.89 H.32 124 0.0 1 Utr 2.0 4.000 150 12.234 to 0.0 2.000 0.0 H.33 124 12.54 0.862 0.0 6.000 0.0945 0.567 Vel = 6.89 H.33 124 0.0 1 Utr 2.0 7.000 150 12.801 to 0.0 2.000 0.0 T.74 124 12.54 0.862 0.0 9.000 0.0944 0.850 Vel = 6.89 T.74 124 -4.13 1 2Utb 34.0 17.000 150 13.651 to 0.0 28.000 3.465 T.73 116 8.41 0.862 0.0 45.000 0.0451 2.029 Vel = 4.62 T.73 116 -0.18 1 Utr 2.0 9.000 150 19.145 to 0.0 2.000 0.0 H.35 116 8.23 0.862 0.0 11.000 0.0434 0.477 Vel = 4.52 H.35 116 0.0 1 0.0 14.000 150 19.622 to 0.0 0.0 0.0 H.34 116 8.23 0.862 0.0 14.000 0.0433 0.606 Vel = 4.52 H.34 116 0.0 1 Utr 2.0 10.000 150 20.228 to 0.0 2.000 0.0 H.18 116 8.23 0.862 0.0 12.000 0.0433 0.520 Vel = 4.52 H.18 116 0.0 1 Utr 2.0 3.000 150 20.748 to 0.0 2.000 0.0 T.67 116 8.23 0.862 0.0 5.000 0.0434 0.217 Vel = 4.52 T.67 116 2.03 1 2Utb 34.0 32.000 150 20.965 to 0.0 28.000 3.465 T.81 108 10.26 0.862 0.0 60.000 0.0652 3.909 Vel = 5.64 T.81 108 15.74 1.25 Utr 4.0 6.000 150 28.339 to T 2.44 6.440 1.732 S.1 104 26.0 1.054 0.0 12.440 0.1368 1.702 Vel = 9.56 S.1 104 0.0 1.5 2E 3.443 120.000 150 31.773 to 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 100 26.0 1.244 0.0 123.443 0.0610 7.533 Vel = 6.86 MTR 100 0.0 1 E 2.336 20.000 150 44.038 to T 5.841 9.345 0.0 STIR 100 26.0 0.995 G 1.168 29.345 0.1811 5.313 Vel = 10.73 0.0 STIR 26.00 49.351 K Factor = 3.70 H.59 124 0.46 1 Utr 2.0 12.000 150 7.040 to 0.0 2.000 0.0 H.48 124 0.46 0.862 0.0 14.000 0.0002 0.003 Vel = 0.25 H.48 124 4.90 13.01 1 Utr 2.0 9.000 150 7.043 to 0.0 2.000 0.0 H.47 124 13.47 0.862 0.0 11.000 0.1078 1.186 Vel = 7.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Date 7/6/2020 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.47 124 0.0 1 Utr 2.0 12.000 150 8.229 to 0.0 2.000 0.0 H.58 124 13.47 0.862 0.0 14.000 0.1078 1.509 Vel = 7.41 H.58 124 0.0 1 0.0 9.000 150 9.738 to 0.0 0.0 0.0 H.54 124 13.47 0.862 0.0 9.000 0.1078 0.970 Vel = 7.41 H.54 124 0.0 1 Utr 2.0 10.000 150 10.708 to 0.0 2.000 0.0 H.46 124 13.47 0.862 0.0 12.000 0.1078 1.294 Vel = 7.41 H.46 124 0.0 1 Utr 2.0 11.000 150 12.002 to 0.0 2.000 0.0 H.36 124 13.47 0.862 0.0 13.000 0.1078 1.401 Vel = 7.41 H.36 124 0.0 1 Utr 2.0 6.000 150 13.403 to 0.0 2.000 0.0 T.79 124 13.47 0.862 0.0 8.000 0.1079 0.863 Vel = 7.41 T.79 124 -6.46 1 2Utb 34.0 16.000 150 14.266 to 0.0 28.000 3.465 T.71 116 7.01 0.862 0.0 44.000 0.0322 1.418 Vel = 3.85 T.71 116 -0.49 1 Utr 2.0 7.000 150 19.149 to 0.0 2.000 0.0 H.31 116 6.52 0.862 0.0 9.000 0.0282 0.254 Vel = 3.58 H.31 116 0.0 1 Utr 2.0 1.000 150 19.403 to 0.0 2.000 0.0 T.77 116 6.52 0.862 0.0 3.000 0.0280 0.084 Vel = 3.58 T.77 116 0.0 1 Utr 2.0 1.000 150 19.487 to 0.0 2.000 0.0 T.78 116 6.52 0.862 0.0 3.000 0.0283 0.085 Vel = 3.58 T.78 116 -0.66 1 2Utb 34.0 21.000 150 19.572 to 0.0 28.000 3.465 T.76 108 5.86 0.862 0.0 49.000 0.0231 1.132 Vel = 3.22 T.76 108 -1.26 1 Utr 2.0 18.000 150 24.169 to 0.0 2.000 0.0 H.7 108 4.6 0.862 0.0 20.000 0.0148 0.295 Vel = 2.53 H.7 108 0.0 1 Utr 2.0 14.000 150 24.464 to 0.0 2.000 0.0 H.6 108 4.6 0.862 0.0 16.000 0.0148 0.237 Vel = 2.53 H.6 108 0.0 1 Utr 2.0 10.000 150 24.701 to 0.0 2.000 0.0 T.63 108 4.6 0.862 0.0 12.000 0.0148 0.177 Vel = 2.53 T.63 108 3.68 1 Utr 2.0 2.000 150 24.878 to 0.0 2.000 0.0 H.5 108 8.28 0.862 0.0 4.000 0.0438 0.175 Vel = 4.55 H.5 108 0.0 1 0.0 10.000 150 25.053 to 0.0 0.0 0.0 HA 108 8.28 0.862 0.0 10.000 0.0439 0.439 Vel = 4.55 HA 108 0.0 1 Utr 2.0 5.000 150 25.492 to 0.0 2.000 0.0 T.62 108 8.28 0.862 0.0 7.000 0.0439 0.307 Vel = 4.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Date 7/6/2020 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.62 108 0.0 1 Utr 2.0 3.000 150 25.799 to 0.0 2.000 0.0 H.13 108 8.28 0.862 0.0 5.000 0.0438 0.219 Vel = 4.55 H.13 108 0.0 1 Utr 2.0 5.000 150 26.018 to 0.0 2.000 0.0 H.17 108 8.28 0.862 0.0 7.000 0.0439 0.307 Vel = 4.55 H.17 108 0.0 1 Utr 2.0 9.000 150 26.325 to 0.0 2.000 0.0 H.27 108 8.28 0.862 0.0 11.000 0.0438 0.482 Vel = 4.55 H.27 108 0.0 1 Utr 2.0 11.000 150 26.807 to 0.0 2.000 0.0 H.42 108 8.28 0.862 0.0 13.000 0.0438 0.570 Vel = 4.55 H.42 108 0.0 1 Utb 17.0 3.000 150 27.377 to 0.0 14.000 0.0 T.82 108 8.28 0.862 0.0 17.000 0.0439 0.746 Vel = 4.55 T.82 108 7.47 1.25 0.0 4.000 150 28.123 to 0.0 0.0 0.0 T.81 108 15.75 1.054 0.0 4.000 0.0540 0.216 Vel = 5.79 0.0 T.81 15.75 28.339 K Factor = 2.96 T.74 124 4.13 1 Utr 2.0 6.000 150 13.651 to 0.0 2.000 0.0 H.23 124 4.13 0.862 0.0 8.000 0.0121 0.097 Vel = 2.27 H.23 124 0.0 1 Utr 2.0 15.000 150 13.748 to 0.0 2.000 0.0 H.39 124 4.13 0.862 0.0 17.000 0.0121 0.205 Vel = 2.27 H.39 124 0.0 1 0.0 14.000 150 13.953 to 0.0 0.0 0.0 H.24 124 4.13 0.862 0.0 14.000 0.0121 0.169 Vel = 2.27 H.24 124 0.0 1 Utr 2.0 14.000 150 14.122 to 0.0 2.000 0.0 H.15 124 4.13 0.862 0.0 16.000 0.0121 0.194 Vel = 2.27 H.15 124 0.0 1 Utr 2.0 21.000 150 14.316 to 0.0 2.000 0.0 H.20 124 4.13 0.862 0.0 23.000 0.0121 0.278 Vel = 2.27 H.20 124 0.0 1 0.0 2.000 150 14.594 to 0.0 0.0 0.0 T.68 124 4.13 0.862 0.0 2.000 0.0120 0.024 Vel = 2.27 T.68 124 0.0 1 Utr 2.0 15.000 150 14.618 to 0.0 2.000 0.0 H.11 124 4.13 0.862 0.0 17.000 0.0121 0.206 Vel = 2.27 H.11 124 0.0 1 Utr 2.0 2.000 150 14.824 to 0.0 2.000 0.0 T.64 124 4.13 0.862 0.0 4.000 0.0120 0.048 Vel = 2.27 T.64 124 1.09 1 2Utb 34.0 16.000 150 14.872 to 0.0 28.000 3.465 T.61 116 5.22 0.862 0.0 44.000 0.0187 0.822 Vel = 2.87 T.61 116 0.50 1 0.0 12.000 150 19.159 to 0.0 0.0 0.0 H.16 116 5.72 0.862 0.0 12.000 0.0221 0.265 Vel = 3.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Date 7/6/2020 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.16 116 0.0 1 Utr 2.0 10.000 150 19.424 to 0.0 2.000 0.0 H.9 116 5.72 0.862 0.0 12.000 0.0221 0.265 Vel = 3.14 H.9 116 0.0 1 Utr 2.0 11.000 150 19.689 to 0.0 2.000 0.0 H.3 116 5.72 0.862 0.0 13.000 0.0221 0.287 Vel = 3.14 H.3 116 0.0 1 Utr 2.0 11.000 150 19.976 to 0.0 2.000 0.0 T.60 116 5.72 0.862 0.0 13.000 0.0221 0.287 Vel = 3.14 T.60 116 0.0 1 Utr 2.0 4.000 150 20.263 to 0.0 2.000 0.0 H.8 116 5.72 0.862 0.0 6.000 0.0222 0.133 Vel = 3.14 H.8 116 0.0 1 Utr 2.0 13.000 150 20.396 to 0.0 2.000 0.0 H.12 116 5.72 0.862 0.0 15.000 0.0221 0.331 Vel = 3.14 H.12 116 0.0 1 Utr 2.0 6.000 150 20.727 to 0.0 2.000 0.0 T.66 116 5.72 0.862 0.0 8.000 0.0220 0.176 Vel = 3.14 T.66 116 -2.04 1 2Utb 34.0 24.000 150 20.903 to 0.0 28.000 3.465 T.63 108 3.68 0.862 0.0 52.000 0.0098 0.510 Vel = 2.02 0.0 T.63 3.68 24.878 K Factor = 0.74 T.79 124 6.45 1 Utr 2.0 3.000 150 14.266 to 0.0 2.000 0.0 H.37 124 6.45 0.862 0.0 5.000 0.0276 0.138 Vel = 3.55 H.37 124 0.0 1 Utr 2.0 13.000 150 14.404 to 0.0 2.000 0.0 T.70 124 6.45 0.862 0.0 15.000 0.0277 0.415 Vel = 3.55 T.70 124 -1.09 1 2Utb 34.0 16.000 150 14.819 to 0.0 28.000 3.465 T.72 116 5.36 0.862 0.0 44.000 0.0196 0.862 Vel = 2.95 T.72 116 0.18 1 Utr 2.0 13.000 150 19.146 to 0.0 2.000 0.0 H.41 116 5.54 0.862 0.0 15.000 0.0209 0.313 Vel = 3.05 H.41 116 0.0 1 0.0 7.000 150 19.459 to 0.0 0.0 0.0 T.80 116 5.54 0.862 0.0 7.000 0.0209 0.146 Vel = 3.05 T.80 116 0.66 1 2Utb 34.0 18.000 150 19.605 to 0.0 28.000 3.465 T.84 108 6.2 0.862 0.0 46.000 0.0257 1.181 Vel = 3.41 T.84 108 1.26 1 Utr 2.0 10.000 150 24.251 to 0.0 2.000 0.0 H.45 108 7.46 0.862 0.0 12.000 0.0362 0.435 Vel = 4.10 H.45 108 0.0 1 Utr 2.0 21.000 150 24.686 to 0.0 2.000 0.0 H.57 108 7.46 0.862 0.0 23.000 0.0362 0.832 Vel = 4.10 H.57 108 0.0 1 0.0 10.000 150 25.518 to 0.0 0.0 0.0 H.56 108 7.46 0.862 0.0 10.000 0.0362 0.362 Vel = 4.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Page 10 Date 7/6/2020 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.56 108 0.0 1 Utr 2.0 13.000 150 25.880 to 0.0 2.000 0.0 H.55 108 7.46 0.862 0.0 15.000 0.0361 0.542 Vel = 4.10 H.55 108 0.0 1 Utr 2.0 22.000 150 26.422 to 0.0 2.000 0.0 H.49 108 7.46 0.862 0.0 24.000 0.0362 0.869 Vel = 4.10 H.49 108 0.0 1 Utb 17.0 7.000 150 27.291 to Utr 2.0 16.000 0.0 T.82 108 7.46 0.862 0.0 23.000 0.0362 0.832 Vel = 4.10 T.82 T.70 124 to H.22 124 H.22 124 to T.65 124 T.65 124 to H.2 124 H.2 124 to H.10 124 H.10 124 to T.64 124 T.64 T.73 116 to H.25 116 H.25 116 to H.26 116 H.26 116 to T.72 116 T.72 0.0 7.46 1.09 1 Utr 2.0 2.000 0.0 2.000 1.09 0.862 0.0 4.000 0.0 1 Utr 2.0 11.000 0.0 2.000 1.09 0.862 0.0 13.000 0.0 1 Utr 2.0 13.000 0.0 2.000 1.09 0.862 0.0 15.000 0.0 1 Utr 2.0 13.000 0.0 2.000 1.09 0.862 0.0 15.000 0.0 1 Utr 2.0 3.000 0.0 2.000 1.09 0.862 0.0 5.000 0.0 1.09 0.18 1 Utr 2.0 5.000 0.0 2.000 0.18 0.862 0.0 7.000 0.0 1 Utr 2.0 9.000 0.0 2.000 0.18 0.862 0.0 11.000 0.0 1 Utr 2.0 1.000 0.0 2.000 0.18 0.862 0.0 3.000 0.0 0.18 28.123 K Factor = 1.41 150 14.819 0.0 0.0010 0.004 Vel = 0.60 150 14.823 0.0 0.0010 0.013 Vel = 0.60 150 14.836 0.0 0.0011 0.016 Vel = 0.60 150 14.852 0.0 0.0010 0.015 Vel = 0.60 150 14.867 0.0 0.0010 0.005 Vel = 0.60 14.872 K Factor = 0.28 150 19.145 0.0 0.0001 0.001 Vel = 0.10 150 19.146 0.0 0 0.0 Vel = 0.10 150 19.146 0.0 0 0.0 Vel = 0.10 19.146 K Factor = 0.04 T.71 116 0.49 1 Utr 2.0 5.000 150 19.149 to 0.0 2.000 0.0 T.69 116 0.49 0.862 0.0 7.000 0.0003 0.002 Vel = 0.27 T.69 116 0.0 1 Utr 2.0 1.000 150 19.151 to 0.0 2.000 0.0 H.21 116 0.49 0.862 0.0 3.000 0.0003 0.001 Vel = 0.27 H.21 116 0.0 1 Utr 2.0 6.000 150 19.152 to 0.0 2.000 0.0 H.14 116 0.49 0.862 0.0 8.000 0.0002 0.002 Vel = 0.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 11 LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Date 7/6/2020 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.14 116 0.0 1 Utr 2.0 9.000 150 19.154 to 0.0 2.000 0.0 H.1 116 0.49 0.862 0.0 11.000 0.0002 0.002 VeI = 0.27 H.1 116 0.0 1 Utr 2.0 12.000 150 19.156 to 0.0 2.000 0.0 T.61 116 0.49 0.862 0.0 14.000 0.0002 0.003 VeI = 0.27 T.61 T.78 116 to T.83 116 T.83 116 to H.53 116 H.53 116 to H.52 116 H.52 116 to H.51 116 H.51 116 to H.40 116 H.40 116 to T.80 116 T.80 T.76 108 to T.75 108 T.75 108 to H.30 108 H.30 108 to H.29 108 H.29 108 to H.28 108 H.28 108 to H.44 108 0.0 0.49 0.66 1 Utr 2.0 10.000 0.0 2.000 0.66 0.862 0.0 12.000 0.0 1 Utr 2.0 17.000 0.0 2.000 0.66 0.862 0.0 19.000 0.0 1 0.0 18.000 0.0 0.0 0.66 0.862 0.0 18.000 0.0 1 Utr 2.0 11.000 0.0 2.000 0.66 0.862 0.0 13.000 0.0 1 Utr 2.0 10.000 0.0 2.000 0.66 0.862 0.0 12.000 0.0 1 Utr 2.0 4.000 0.0 2.000 0.66 0.862 0.0 6.000 0.0 0.66 1.26 1 0.0 4.895 0.0 0.0 1.26 0.862 0.0 4.895 0.0 1 Utr 2.0 1.000 0.0 2.000 1.26 0.862 0.0 3.000 0.0 1 Utr 2.0 14.000 0.0 2.000 1.26 0.862 0.0 16.000 0.0 1 Utr 2.0 12.000 0.0 2.000 1.26 0.862 0.0 14.000 0.0 1 Utr 2.0 16.000 0.0 2.000 1.26 0.862 0.0 18.000 19.159 K Factor = 0.11 150 19.572 0.0 0.0004 0.005 VeI = 0.36 150 19.577 0.0 0.0004 0.008 VeI = 0.36 150 19.585 0.0 0.0004 0.007 VeI = 0.36 150 19.592 0.0 0.0004 0.005 VeI = 0.36 150 19.597 0.0 0.0004 0.005 VeI = 0.36 150 19.602 0.0 0.0005 0.003 VeI = 0.36 19.605 K Factor = 0.15 150 24.169 0.0 0.0014 0.007 VeI = 0.69 150 24.176 0.0 0.0013 0.004 VeI = 0.69 150 24.180 0.0 0.0014 0.022 VeI = 0.69 150 24.202 0.0 0.0013 0.018 VeI = 0.69 150 24.220 0.0 0.0014 0.025 VeI = 0.69 H.44 108 0.0 1 Utr 2.0 3.000 150 24.245 to 0.0 2.000 0.0 T.84 108 1.26 0.862 0.0 5.000 0.0012 0.006 VeI = 0.69 0.0 T.84 1.26 24.251 K Factor = 0.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. LINDER RESIDENCE - Two Head Calculation (H.59 & H.48) Page 12 Date 7/6/2020 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.66 116 2.03 1 Utr 2.0 6.000 150 20.903 to 0.0 2.000 0.0 H.19 116 2.03 0.862 0.0 8.000 0.0032 0.026 Vel = 1.12 H.19 116 0.0 1 0.0 11.000 150 20.929 to 0.0 0.0 0.0 T.67 116 2.03 0.862 0.0 11.000 0.0033 0.036 Vel = 1.12 0.0 T.67 2.03 20.965 K Factor = 0.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087