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FIR2021-0009+Calculations+1.25.2021_6.56.40_AM+2006211
RECEIVED Jan 25 2021 CITY OF EDMONDS F I R2021-0009 DEVELOPMENT SERVICES DEPARTMENT A moo DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name BINDER-VEILLEUX RESIDENCE - One Head Calculation (H.5) Drawing RESIDENTIAL Location 8912 192ND ST SW EDMONDS WA 98026 Remote Area 1 Contract 200827-01 Data File 200827-01 Binder-Veilleux Residence.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. BINDER-VEILLEUX RESIDENCE - One Head Calculation (H.5) HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 8/27/2020 Name - BINDER-VEILLEUX RESIDENCE Date - 08-27-2020 Location - EDMONDS WA 98026 Building - RESIDENTIAL System No. - 1 Contractor - HD PARTNERS Contract No. - 200827-01 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 48.01 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 100 Elev. R Residual (Psi) - 20 Other Flow (Gpm) - 500 S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A-PEX Design Services Inc. BINDER-VEILLEUX RESIDENCE - One Head Calculation (H.5) Page 2 Date 8/27/2020 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 48.007 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 51.839 150 140 130 P 120 R 110 C1 E 100 S 90 S 80 U 70 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. BINDER-VEILLEUX RESIDENCE - One Head Calculation (H.5) Fitting Legend Abbrev. Name E 90' Standard Elbow 2 2 2 3 G Generic Gate Valve 1 1 1 1 T 90' Flow thru Tee 3 4 5 6 Utb * Aquapex Tee - Branch 2 17 14 9 Utr * Aquapex Tee - Run 1 2 2 4 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Page 3 Date 8/27/2020 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 BINDER-VEILLEUX RESIDENCE - One Head Calculation (H.5) Date 8/27/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 100.0 20 500.0 99.847 17.0 48.007 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 116.0 4.9 12.03 H.6 116.0 12.59 T.44 116.0 12.9 H.7 116.0 13.33 T.46 116.0 14.16 H.15 116.0 14.29 H.24 116.0 14.55 T.53 116.0 14.94 H.25 116.0 15.18 T.56 116.0 16.28 S.1 104.0 21.8 PRV 100.0 30.77 MTR 100.0 45.59 STIR 100.0 48.01 H.11 116.0 12.56 H.14 116.0 13.1 T.48 116.0 13.54 T.51 124.0 10.7 H.38 124.0 10.99 H.32 124.0 11.09 T.54 124.0 11.21 T.57 116.0 15.32 H.13 116.0 13.62 T.45 116.0 13.71 HA 116.0 13.79 H.3 116.0 13.94 H.2 116.0 14.1 H.10 116.0 14.36 T.50 116.0 14.47 H.42 108.0 18.1 H.41 108.0 18.15 T.58 108.0 18.17 T.55 116.0 14.84 H.28 116.0 14.98 H.36 116.0 15.11 T.47 124.0 10.82 H.16 124.0 10.86 H.8 124.0 11.03 H.12 124.0 11.14 T.49 124.0 11.19 H.21 124.0 10.7 H.20 124.0 10.72 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 BINDER-VEILLEUX RESIDENCE - One Head Calculation (H.5) Date 8/27/2020 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.18 124.0 10.74 H.17 124.0 10.75 T.43 124.0 10.78 H.1 124.0 10.79 H.9 124.0 10.8 H.22 116.0 14.48 H.19 116.0 14.52 T.52 116.0 14.54 H.30 116.0 14.57 H.31 116.0 14.59 H.35 116.0 14.61 H.34 116.0 14.64 H.33 116.0 14.67 H.39 116.0 14.72 H.40 116.0 14.75 H.37 116.0 14.79 H.29 116.0 14.82 H.23 124.0 11.19 H.27 124.0 11.2 H.26 124.0 11.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 BINDER-VEILLEUX RESIDENCE - One Head Calculation (H.5) Date 8/27/2020 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.5 116 4.90 8.24 1 Utr 2.0 11.000 150 12.030 to 0.0 2.000 0.0 H.6 116 8.24 0.862 0.0 13.000 0.0434 0.564 Vel = 4.53 H.6 116 0.0 1 Utr 2.0 5.000 150 12.594 to 0.0 2.000 0.0 T.44 116 8.24 0.862 0.0 7.000 0.0434 0.304 Vel = 4.53 T.44 116 0.0 1 Utr 2.0 8.000 150 12.898 to 0.0 2.000 0.0 H.7 116 8.24 0.862 0.0 10.000 0.0434 0.434 Vel = 4.53 H.7 116 0.0 1 Utr 2.0 17.000 150 13.332 to 0.0 2.000 0.0 T.46 116 8.24 0.862 0.0 19.000 0.0434 0.824 Vel = 4.53 T.46 116 -2.00 1 Utr 2.0 3.000 150 14.156 to 0.0 2.000 0.0 H.15 116 6.24 0.862 0.0 5.000 0.0260 0.130 Vel = 3.43 H.15 116 0.0 1 Utr 2.0 8.000 150 14.286 to 0.0 2.000 0.0 H.24 116 6.24 0.862 0.0 10.000 0.0260 0.260 Vel = 3.43 H.24 116 0.0 1 Utr 2.0 13.000 150 14.546 to 0.0 2.000 0.0 T.53 116 6.24 0.862 0.0 15.000 0.0260 0.390 Vel = 3.43 T.53 116 2.47 1 Utr 2.0 3.000 150 14.936 to 0.0 2.000 0.0 H.25 116 8.71 0.862 0.0 5.000 0.0482 0.241 Vel = 4.79 H.25 116 0.0 1 Utb 17.0 9.000 150 15.177 to 0.0 14.000 0.0 T.56 116 8.71 0.862 0.0 23.000 0.0481 1.107 Vel = 4.79 T.56 116 8.29 1.5 T 3.443 8.000 150 16.284 to 0.0 3.443 5.197 SA 104 17.0 1.244 0.0 11.443 0.0278 0.318 Vel = 4.49 S.1 104 0.0 1.5 2E 3.443 5.000 150 21.799 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 0.0 1.25 2E 9.066 40.000 150 30.766 to 0.0 9.066 14.000 * * Fixed Loss = 14 MTR 100 17.0 1.38 0.0 49.066 0.0168 0.822 Vel = 3.65 MTR 100 0.0 1 E 2.336 20.000 150 45.588 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 STR 17.00 48.007 K Factor = 2.45 H.5 116 8.76 1 Utr 2.0 9.000 150 12.030 to 0.0 2.000 0.0 H.11 116 8.76 0.862 0.0 11.000 0.0486 0.535 Vel = 4.82 H.11 116 0.0 1 Utr 2.0 9.000 150 12.565 to 0.0 2.000 0.0 H.14 116 8.76 0.862 0.0 11.000 0.0486 0.535 Vel = 4.82 H.14 116 0.0 1 Utr 2.0 7.000 150 13.100 to 0.0 2.000 0.0 T.48 116 8.76 0.862 0.0 9.000 0.0487 0.438 Vel = 4.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 BINDER-VEILLEUX RESIDENCE - One Head Calculation (H.5) Date 8/27/2020 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.48 116 -4.02 1 2Utb 34.0 12.000 150 13.538 to 0.0 28.000 -3.465 T.51 124 4.74 0.862 0.0 40.000 0.0156 0.624 Vel = 2.61 T.51 124 -1.25 1 Utr 2.0 31.000 150 10.697 to 0.0 2.000 0.0 H.38 124 3.49 0.862 0.0 33.000 0.0089 0.293 Vel = 1.92 H.38 124 0.0 1 0.0 11.000 150 10.990 to 0.0 0.0 0.0 H.32 124 3.49 0.862 0.0 11.000 0.0088 0.097 Vel = 1.92 H.32 124 0.0 1 Utr 2.0 12.000 150 11.087 to 0.0 2.000 0.0 T.54 124 3.49 0.862 0.0 14.000 0.0089 0.125 Vel = 1.92 T.54 124 0.77 1 2Utb 34.0 22.000 150 11.212 to 0.0 28.000 3.465 T.57 116 4.26 0.862 0.0 50.000 0.0128 0.641 Vel = 2.34 T.57 116 4.03 1 Utr 2.0 6.000 150 15.318 to Utb 17.0 16.000 0.0 T.56 116 8.29 0.862 0.0 22.000 0.0439 0.966 Vel = 4.56 T.56 T.48 116 fin to T.45 116 0.0 8.29 4.02 1 0.0 7.000 0.0 0.0 4.02 0.862 0.0 7.000 0.0 1 Utr 2.0 6.000 0.0 2.000 4.02 0.862 0.0 8.000 16.284 K Factor = 2.05 150 13.538 0.0 0.0116 0.081 Vel = 2.21 150 13.619 0.0 0.0115 0.092 Vel = 2.21 T.45 116 0.0 1 Utr 2.0 5.000 150 13.711 to 0.0 2.000 0.0 HA 116 4.02 0.862 0.0 7.000 0.0116 0.081 Vel = 2.21 HA 116 0.0 1 Utr 2.0 11.000 150 13.792 to 0.0 2.000 0.0 H.3 116 4.02 0.862 0.0 13.000 0.0115 0.150 Vel = 2.21 H.3 116 0.0 1 Utr 2.0 12.000 150 13.942 to 0.0 2.000 0.0 H.2 116 4.02 0.862 0.0 14.000 0.0115 0.161 Vel = 2.21 H.2 116 0.0 1 Utr 2.0 20.000 150 14.103 to 0.0 2.000 0.0 H.10 116 4.02 0.862 0.0 22.000 0.0115 0.254 Vel = 2.21 H.10 116 0.0 1 Utr 2.0 8.000 150 14.357 to 0.0 2.000 0.0 T.50 116 4.02 0.862 0.0 10.000 0.0115 0.115 Vel = 2.21 T.50 116 -1.78 1 Utb 17.0 26.000 150 14.472 to Utr 2.0 16.000 3.465 H.42 108 2.24 0.862 0.0 42.000 0.0039 0.163 Vel = 1.23 H.42 108 0.0 1 Utr 2.0 11.000 150 18.100 to 0.0 2.000 0.0 H.41 108 2.24 0.862 0.0 13.000 0.0039 0.051 Vel = 1.23 H.41 108 0.0 1 0.0 5.000 150 18.151 to 0.0 0.0 0.0 T.58 108 2.24 0.862 0.0 5.000 0.0038 0.019 Vel = 1.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 BINDER-VEILLEUX RESIDENCE - One Head Calculation (H.5) Date 8/27/2020 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.58 108 0.0 1 Utr 2.0 20.000 150 18.170 to Utb 17.0 16.000 -3.465 T.55 116 2.24 0.862 0.0 36.000 0.0039 0.140 Vel = 1.23 T.55 116 1.78 1 Utr 2.0 10.000 150 14.845 to 0.0 2.000 0.0 H.28 116 4.02 0.862 0.0 12.000 0.0116 0.139 Vel = 2.21 H.28 116 0.0 1 Utr 2.0 9.000 150 14.984 to 0.0 2.000 0.0 H.36 116 4.02 0.862 0.0 11.000 0.0115 0.127 Vel = 2.21 H.36 116 0.0 1 0.0 18.000 150 15.111 to 0.0 0.0 0.0 T.57 116 4.02 0.862 0.0 18.000 0.0115 0.207 Vel = 2.21 T.57 T.46 116 to T.47 124 T.47 124 to H.16 124 H.16 124 to H.8 124 H.8 124 to H.12 124 0.0 4.02 1.99 1 2Utb 34.0 12.000 0.0 28.000 1.99 0.862 0.0 40.000 1.25 1 0.0 5.000 0.0 0.0 3.24 0.862 0.0 5.000 0.0 1 Utr 2.0 20.000 0.0 2.000 3.24 0.862 0.0 22.000 0.0 1 Utr 2.0 13.000 0.0 2.000 3.24 0.862 0.0 15.000 15.318 K Factor = 1.03 150 14.156 -3.465 0.0032 0.126 Vel = 1.09 150 10.817 0.0 0.0078 0.039 Vel = 1.78 150 10.856 0.0 0.0077 0.170 Vel = 1.78 150 11.026 0.0 0.0077 0.115 Vel = 1.78 H.12 124 0.0 1 Utr 2.0 4.000 150 11.141 to 0.0 2.000 0.0 T.49 124 3.24 0.862 0.0 6.000 0.0078 0.047 Vel = 1.78 T.49 124 -0.78 1 2Utb 34.0 33.000 150 11.188 to 0.0 28.000 3.465 T.53 116 2.46 0.862 0.0 61.000 0.0046 0.283 Vel = 1.35 0.0 T.53 2.46 14.936 K Factor = 0.64 T.51 124 1.25 1 Utr 2.0 2.000 150 10.697 to 0.0 2.000 0.0 H.21 124 1.25 0.862 0.0 4.000 0.0012 0.005 Vel = 0.69 H.21 124 0.0 1 Utr 2.0 12.000 150 10.702 to 0.0 2.000 0.0 H.20 124 1.25 0.862 0.0 14.000 0.0014 0.019 Vel = 0.69 H.20 124 0.0 1 0.0 14.000 150 10.721 to 0.0 0.0 0.0 H.18 124 1.25 0.862 0.0 14.000 0.0013 0.018 Vel = 0.69 H.18 124 0.0 1 Utr 2.0 7.000 150 10.739 to 0.0 2.000 0.0 H.17 124 1.25 0.862 0.0 9.000 0.0013 0.012 Vel = 0.69 H.17 124 0.0 1 Utr 2.0 19.000 150 10.751 to 0.0 2.000 0.0 T.43 124 1.25 0.862 0.0 21.000 0.0013 0.028 Vel = 0.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 BINDER-VEILLEUX RESIDENCE - One Head Calculation (H.5) Date 8/27/2020 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.43 124 0.0 1 Utr 2.0 4.000 150 10.779 to 0.0 2.000 0.0 H.1 124 1.25 0.862 0.0 6.000 0.0013 0.008 VeI = 0.69 H.1 124 0.0 1 Utr 2.0 9.000 150 10.787 to 0.0 2.000 0.0 H.9 124 1.25 0.862 0.0 11.000 0.0013 0.014 VeI = 0.69 H.9 124 0.0 1 Utr 2.0 10.000 150 10.801 to 0.0 2.000 0.0 T.47 124 1.25 0.862 0.0 12.000 0.0013 0.016 Vel = 0.69 T.47 T.50 116 to H.22 116 H.22 116 to H.19 116 H.19 116 to T.52 116 T.52 116 to H.30 116 H.30 116 to H.31 116 0.0 1.25 1.79 1 0.0 4.000 0.0 0.0 1.79 0.862 0.0 4.000 0.0 1 Utr 2.0 11.000 0.0 2.000 1.79 0.862 0.0 13.000 0.0 1 Utr 2.0 8.000 0.0 2.000 1.79 0.862 0.0 10.000 0.0 1 Utr 2.0 9.000 0.0 2.000 1_79 0.862 0.0 11.000 0.0 1 Utr 2.0 6.000 0.0 2.000 1.79 0.862 0.0 8.000 10.817 K Factor = 0.38 150 14.472 0.0 0.0025 0.010 VeI = 0.98 150 14.482 0.0 0.0026 0.034 VeI = 0.98 150 14.516 0.0 0.0026 0.026 VeI = 0.98 150 14.542 0.0 0.0025 0.028 VeI = 0.98 150 14.570 0.0 0.0026 0.021 VeI = 0.98 H.31 116 0.0 1 Utr 2.0 6.000 150 14.591 to 0.0 2.000 0.0 H.35 116 1.79 0.862 0.0 8.000 0.0025 0.020 VeI = 0.98 H.35 116 0.0 1 Utr 2.0 9.000 150 14.611 to 0.0 2.000 0.0 H.34 116 1.79 0.862 0.0 11.000 0.0026 0.029 VeI = 0.98 H.34 116 0.0 1 Utr 2.0 10.000 150 14.640 to 0.0 2.000 0.0 H.33 116 1.79 0.862 0.0 12.000 0.0025 0.030 VeI = 0.98 H.33 116 0.0 1 Utr 2.0 19.000 150 14.670 to 0.0 2.000 0.0 H.39 116 1.79 0.862 0.0 21.000 0.0026 0.054 VeI = 0.98 H.39 116 0.0 1 0.0 9.000 150 14.724 to 0.0 0.0 0.0 H.40 116 1.79 0.862 0.0 9.000 0.0027 0.024 VeI = 0.98 H.40 116 0.0 1 Utr 2.0 15.000 150 14.748 to 0.0 2.000 0.0 H.37 116 1.79 0.862 0.0 17.000 0.0025 0.043 VeI = 0.98 H.37 116 0.0 1 Utr 2.0 9.000 150 14.791 to 0.0 2.000 0.0 H.29 116 1.79 0.862 0.0 11.000 0.0026 0.029 VeI = 0.98 H.29 116 0.0 1 Utr 2.0 8.000 150 14.820 to 0.0 2.000 0.0 T.55 116 1.79 0.862 0.0 10.000 0.0025 0.025 VeI = 0.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 10 BINDER-VEILLEUX RESIDENCE - One Head Calculation (H.5) Date 8/27/2020 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 0.0 T.55 1.79 14.845 K Factor = 0.46 T.49 124 0.77 1 Utr 2.0 4.000 150 11.188 to 0.0 2.000 0.0 H.23 124 0.77 0.862 0.0 6.000 0.0005 0.003 Vel = 0.42 H.23 124 0.0 1 Utr 2.0 13.000 150 11.191 to 0.0 2.000 0.0 H.27 124 0.77 0.862 0.0 15.000 0.0005 0.008 Vel = 0.42 H.27 124 0.0 1 Utr 2.0 14.000 150 11.199 to 0.0 2.000 0.0 H.26 124 0.77 0.862 0.0 16.000 0.0006 0.009 Vel = 0.42 H.26 124 0.0 1 Utr 2.0 5.000 150 11.208 to 0.0 2.000 0.0 T.54 124 0.77 0.862 0.0 7.000 0.0006 0.004 Vel = 0.42 0.0 T.54 0.77 11.212 K Factor = 0.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Job Name Drawing Location Remote Area Contract Data File DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 BINDER-VEILLEUX RESIDENCE - Two Head Calculation (H.18 & H.20) RESIDENTIAL 8912 192ND ST SW EDMONDS WA 98026 1 200827-01 200827-01 Binder-Veilleux Residence.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 BINDER-VEILLEUX RESIDENCE - Two Head Calculation (H.18 & H.20) Date 8/27/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - BINDER-VEILLEUX RESIDENCE Location - EDMONDS WA 98026 Building - RESIDENTIAL Contractor - HD PARTNERS Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 08-27-2020 System No. - 1 Contract No. - 200827-01 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 26.0665 Psi Required 55.77 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. BINDER-VEILLEUX RESIDENCE - Two Head Calculation (H.18 & H.20) Page 2 Date 8/27/2020 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 10.394 C2 - Residual Pressure: 20 D2 - System Flow : 26.066 C2 - Residual Flow 500 D2 - System Pressure 55.768 Hose ( Demand ) D3 - System Demand : 26.066 Safety Margin 43.893 150 140 130 P 120 R 110 C1 E 100 S 90 S 80 U 70 92 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. BINDER-VEILLEUX RESIDENCE - Two Head Calculation (H.18 & H.20) Fitting Legend Abbrev. Name Page 3 Date 8/27/2020 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 Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units 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 BINDER-VEILLEUX RESIDENCE - Two Head Calculation (H.18 & H.20) Date 8/27/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 100.0 20 500.0 99.661 26.07 55.768 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.18 124.0 4.9 7.04 13.0 H.17 124.0 7.65 T.43 124.0 9.06 H.1 124.0 9.47 H.9 124.0 10.21 T.47 124.0 11.02 T.46 116.0 15.23 H.15 116.0 15.44 H.24 116.0 15.87 T.53 116.0 16.5 H.25 116.0 17.04 T.56 116.0 19.47 S.1 104.0 25.37 PRV 100.0 34.62 MTR 100.0 50.43 STR 100.0 55.77 H.20 124.0 4.9 7.11 13.07 H.21 124.0 9.1 T.51 124.0 9.66 T.48 116.0 14.72 H.13 116.0 14.84 T.45 116.0 14.98 HA 116.0 15.09 H.3 116.0 15.31 H.2 116.0 15.55 H.10 116.0 15.92 T.50 116.0 16.09 H.42 108.0 19.8 H.41 108.0 19.87 T.58 108.0 19.9 T.55 116.0 16.64 H.28 116.0 16.84 H.36 116.0 17.03 T.57 116.0 17.33 H.38 124.0 10.94 H.32 124.0 11.37 T.54 124.0 11.91 H.16 124.0 11.11 H.8 124.0 11.52 H.12 124.0 11.8 T.49 124.0 11.91 H.14 116.0 14.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 BINDER-VEILLEUX RESIDENCE - Two Head Calculation (H.18 & H.20) Date 8/27/2020 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 116.0 14.85 H.5 116.0 14.92 H.6 116.0 15.0 T.44 116.0 15.05 H.7 116.0 15.11 H.23 124.0 11.91 H.27 124.0 11.91 H.26 124.0 11.91 H.22 116.0 16.11 H.19 116.0 16.16 T.52 116.0 16.19 H.30 116.0 16.24 H.31 116.0 16.26 H.35 116.0 16.3 H.34 116.0 16.34 H.33 116.0 16.38 H.39 116.0 16.46 H.40 116.0 16.5 H.37 116.0 16.56 H.29 116.0 16.6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 BINDER-VEILLEUX RESIDENCE - Two Head Calculation (H.18 & H.20) Date 8/27/2020 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.18 124 4.90 10.45 1 Utr 2.0 7.000 150 7.040 to 0.0 2.000 0.0 H.17 124 10.45 0.862 0.0 9.000 0.0674 0.607 Vel = 5.75 H.17 124 0.0 1 Utr 2.0 19.000 150 7.647 to 0.0 2.000 0.0 T.43 124 10.45 0.862 0.0 21.000 0.0674 1.415 Vel = 5.75 T.43 124 0.0 1 Utr 2.0 4.000 150 9.062 to 0.0 2.000 0.0 H.1 124 10.45 0.862 0.0 6.000 0.0673 0.404 Vel = 5.75 H.1 124 0.0 1 Utr 2.0 9.000 150 9.466 to 0.0 2.000 0.0 H.9 124 10.45 0.862 0.0 11.000 0.0675 0.742 Vel = 5.75 H.9 124 0.0 1 Utr 2.0 10.000 150 10.208 to 0.0 2.000 0.0 T.47 124 10.45 0.862 0.0 12.000 0.0674 0.809 Vel = 5.75 T.47 124 -5.22 1 2Utb 34.0 12.000 150 11.017 to 0.0 28.000 3.465 T.46 116 5.23 0.862 0.0 40.000 0.0187 0.748 Vel = 2.88 T.46 116 2.91 1 Utr 2.0 3.000 150 15.230 to 0.0 2.000 0.0 H.15 116 8.14 0.862 0.0 5.000 0.0426 0.213 Vel = 4.48 H.15 116 0.0 1 Utr 2.0 8.000 150 15.443 to 0.0 2.000 0.0 H.24 116 8.14 0.862 0.0 10.000 0.0425 0.425 Vel = 4.48 H.24 116 0.0 1 Utr 2.0 13.000 150 15.868 to 0.0 2.000 0.0 T.53 116 8.14 0.862 0.0 15.000 0.0425 0.637 Vel = 4.48 T.53 116 5.20 1 Utr 2.0 3.000 150 16.505 to 0.0 2.000 0.0 H.25 116 13.34 0.862 0.0 5.000 0.1060 0.530 Vel = 7.33 H.25 116 0.0 1 Utb 17.0 9.000 150 17.035 to 0.0 14.000 0.0 T.56 116 13.34 0.862 0.0 23.000 0.1058 2.434 Vel = 7.33 T.56 116 to S.1 104 S.1 104 to PRV 100 PRV 100 to MTR 100 MTR 100 to STR 100 STIR 12.73 1.5 T 3.443 8.000 150 19.469 0.0 3.443 5.197 26.07 1.244 0.0 11.443 0.0613 0.702 Vel = 6.88 0.0 1.5 2E 3.443 5.000 0.0 3.443 26.07 1.244 0.0 8.443 0.0 1.25 2E 9.066 40.000 0.0 9.066 26.07 1.38 0.0 49.066 0.0 1 E 2.336 20.000 T 5.841 9.345 26.07 0.995 G 1.168 29.345 0.0 26.07 150 25.368 8.732 * * Fixed Loss = 7 0.0614 0.518 Vel = 6.88 150 34.618 14.000 * * Fixed Loss = 14 0.0370 1.814 Vel = 5.59 150 50.432 0.0 0.1818 5.336 Vel = 10.76 55.768 K Factor = 3.49 H.18 124 2.55 1 0.0 14.000 150 7.040 to 0.0 0.0 0.0 H.20 124 2.55 0.862 0.0 14.000 0.0050 0.070 Vel = 1.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 BINDER-VEILLEUX RESIDENCE - Two Head Calculation (H.18 & H.20) Date 8/27/2020 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.20 124 4.90 13.07 1 Utr 2.0 12.000 150 7.110 to 0.0 2.000 0.0 H.21 124 15.62 0.862 0.0 14.000 0.1418 1.985 Vel = 8.59 H.21 124 0.0 1 Utr 2.0 2.000 150 9.095 to 0.0 2.000 0.0 T.51 124 15.62 0.862 0.0 4.000 0.1417 0.567 Vel = 8.59 T.51 124 -7.76 1 2Utb 34.0 12.000 150 9.662 to 0.0 28.000 3.465 T.48 116 7.86 0.862 0.0 40.000 0.0399 1.594 Vel = 4.32 T.48 116 -2.91 1 0.0 7.000 150 14.721 to 0.0 0.0 0.0 H.13 116 4.95 0.862 0.0 7.000 0.0170 0.119 Vel = 2.72 H.13 116 0.0 1 Utr 2.0 6.000 150 14.840 to 0.0 2.000 0.0 T.45 116 4.95 0.862 0.0 8.000 0.0169 0.135 Vel = 2.72 T.45 116 0.0 1 Utr 2.0 5.000 150 14.975 to 0.0 2.000 0.0 HA 116 4.95 0.862 0.0 7.000 0.0169 0.118 Vel = 2.72 HA 116 0.0 1 Utr 2.0 11.000 150 15.093 to 0.0 2.000 0.0 H.3 116 4.95 0.862 0.0 13.000 0.0169 0.220 Vel = 2.72 H.3 116 0.0 1 Utr 2.0 12.000 150 15.313 to 0.0 2.000 0.0 H.2 116 4.95 0.862 0.0 14.000 0.0169 0.237 Vel = 2.72 H.2 116 0.0 1 Utr 2.0 20.000 150 15.550 to 0.0 2.000 0.0 H.10 116 4.95 0.862 0.0 22.000 0.0169 0.372 Vel = 2.72 H.10 116 0.0 1 Utr 2.0 8.000 150 15.922 to 0.0 2.000 0.0 T.50 116 4.95 0.862 0.0 10.000 0.0169 0.169 Vel = 2.72 T.50 116 -2.20 1 Utb 17.0 26.000 150 16.091 to Utr 2.0 16.000 3.465 H.42 108 2.75 0.862 0.0 42.000 0.0057 0.240 Vel = 1.51 H.42 108 0.0 1 Utr 2.0 11.000 150 19.796 to 0.0 2.000 0.0 H.41 108 2.75 0.862 0.0 13.000 0.0057 0.074 Vel = 1.51 H.41 108 0.0 1 0.0 5.000 150 19.870 to 0.0 0.0 0.0 T.58 108 2.75 0.862 0.0 5.000 0.0056 0.028 Vel = 1.51 T.58 108 0.0 1 Utr 2.0 20.000 150 19.898 to Utb 17.0 16.000 -3.465 T.55 116 2.75 0.862 0.0 36.000 0.0057 0.206 Vel = 1.51 T.55 116 2.20 1 Utr 2.0 10.000 150 16.639 to 0.0 2.000 0.0 H.28 116 4.95 0.862 0.0 12.000 0.0169 0.203 Vel = 2.72 H.28 116 0.0 1 Utr 2.0 9.000 150 16.842 to 0.0 2.000 0.0 H.36 116 4.95 0.862 0.0 11.000 0.0169 0.186 Vel = 2.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. BINDER-VEILLEUX RESIDENCE - Two Head Calculation (H.18 & H.20) Page 8 Date 8/27/2020 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.36 116 0.0 1 0.0 18.000 to 0.0 0.0 T.57 116 4.95 0.862 0.0 18.000 150 17.028 0.0 0.0169 0.304 Vel = 2.72 T.57 116 7.78 1 Utr 2.0 6.000 150 17.332 to Utb 17.0 16.000 0.0 T.56 116 12.73 0.862 0.0 22.000 0.0971 2.137 Vel = 7.00 T.56 T.51 124 to H.38 124 H.38 124 to H.32 124 H.32 124 to T.54 124 T.54 124 to T.57 116 T.57 0.0 12.73 7.75 1 Utr 2.0 31.000 0.0 2.000 7.75 0.862 0.0 33.000 0.0 1 0.0 11.000 0.0 0.0 7.75 0.862 0.0 11.000 0.0 1 Utr 2.0 12.000 0.0 2.000 7.75 0.862 0.0 14.000 0.03 1 2Utb 34.0 22.000 0.0 28.000 7.78 0.862 0.0 50.000 0.0 7.78 19.469 K Factor = 2.89 150 9.662 0.0 0.0388 1.281 Vel = 4.26 150 10.943 0.0 0.0388 0.427 Vel = 4.26 150 11.370 0.0 0.0388 0.543 Vel = 4.26 150 11.913 3.465 0.0391 1.954 Vel = 4.28 17.332 K Factor = 1.87 T.47 124 5.22 1 0.0 5.000 150 11.017 to 0.0 0.0 0.0 H.16 124 5.22 0.862 0.0 5.000 0.0186 0.093 Vel = 2.87 H.16 124 to H.8 124 H.8 124 to H.12 124 H.12 124 to T.49 124 T.49 124 to T.53 116 T.53 0.0 1 Utr 2.0 20.000 0.0 2.000 5.22 0.862 0.0 22.000 0.0 1 Utr 2.0 13.000 0.0 2.000 5.22 0.862 0.0 15.000 0.0 1 Utr 2.0 4.000 0.0 2.000 5.22 0.862 0.0 6.000 -0.03 1 2Utb 34.0 33.000 0.0 28.000 5.19 0.862 0.0 61.000 0.0 5.19 150 11.110 0.0 0.0187 0.411 Vel = 2.87 150 11.521 0.0 0.0187 0.280 Vel = 2.87 150 11.801 0.0 0.0187 0.112 Vel = 2.87 150 11.913 3.465 0.0185 1.127 Vel = 2.85 16.505 K Factor = 1.28 T.48 116 2.92 1 Utr 2.0 7.000 150 14.721 to 0.0 2.000 0.0 H.14 116 2.92 0.862 0.0 9.000 0.0063 0.057 Vel = 1.61 H.14 116 0.0 1 Utr 2.0 9.000 150 14.778 to 0.0 2.000 0.0 HA 1 116 2.92 0.862 0.0 11.000 0.0064 0.070 Vel = 1.61 HA 1 116 0.0 1 Utr 2.0 9.000 150 14.848 to 0.0 2.000 0.0 H.5 116 2.92 0.862 0.0 11.000 0.0064 0.070 Vel = 1.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 BINDER-VEILLEUX RESIDENCE - Two Head Calculation (H.18 & H.20) Date 8/27/2020 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.5 116 0.0 1 Utr 2.0 11.000 150 14.918 to 0.0 2.000 0.0 H.6 116 2.92 0.862 0.0 13.000 0.0064 0.083 Vel = 1.61 H.6 116 0.0 1 Utr 2.0 5.000 150 15.001 to 0.0 2.000 0.0 T.44 116 2.92 0.862 0.0 7.000 0.0064 0.045 Vel = 1.61 T.44 116 0.0 1 Utr 2.0 8.000 150 15.046 to 0.0 2.000 0.0 H.7 116 2.92 0.862 0.0 10.000 0.0063 0.063 Vel = 1.61 H.7 116 0.0 1 Utr 2.0 17.000 150 15.109 to 0.0 2.000 0.0 T.46 116 2.92 0.862 0.0 19.000 0.0064 0.121 Vel = 1.61 T.46 T.49 124 to H.23 124 H.23 124 to H.27 124 H.27 124 to H.26 124 H.26 124 to T.54 124 T.54 T.50 116 to H.22 116 H.22 116 to H.19 116 H.19 116 to T.52 116 T.52 116 to H.30 116 H.30 116 to H.31 116 0.0 2.92 0.03 1 Utr 2.0 4.000 0.0 2.000 0.03 0.862 0.0 6.000 0.0 1 Utr 2.0 13.000 0.0 2.000 0.03 0.862 0.0 15.000 0.0 1 Utr 2.0 14.000 0.0 2.000 0.03 0.862 0.0 16.000 0.0 1 Utr 2.0 5.000 0.0 2.000 0.03 0.862 0.0 7.000 0.0 0.03 2.20 1 0.0 4.000 0.0 0.0 2.2 0.862 0.0 4.000 0.0 1 Utr 2.0 11.000 0.0 2.000 2.2 0.862 0.0 13.000 0.0 1 Utr 2.0 8.000 0.0 2.000 2.2 0.862 0.0 10.000 0.0 1 Utr 2.0 9.000 0.0 2.000 2.2 0.862 0.0 11.000 0.0 1 Utr 2.0 6.000 0.0 2.000 2.2 0.862 0.0 8.000 150 0 150 0 150 0 150 0 15.230 K Factor = 0.75 11.913 0.0 0.0 Vel = 0.02 11.913 0.0 0.0 Vel = 0.02 11.913 0.0 0.0 Vel = 0.02 11.913 0.0 0.0 Vel = 0.02 11.913 K Factor = 0.01 150 16.091 0.0 0.0038 0.015 Vel = 1.21 150 16.106 0.0 0.0038 0.050 Vel = 1.21 150 16.156 0.0 0.0037 0.037 Vel = 1.21 150 16.193 0.0 0.0038 0.042 Vel = 1.21 150 16.235 0.0 0.0038 0.030 Vel = 1.21 H.31 116 0.0 1 Utr 2.0 6.000 150 16.265 to 0.0 2.000 0.0 H.35 116 2.2 0.862 0.0 8.000 0.0038 0.030 Vel = 1.21 H.35 116 0.0 1 Utr 2.0 9.000 150 16.295 to 0.0 2.000 0.0 H.34 116 2.2 0.862 0.0 11.000 0.0038 0.042 Vel = 1.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 10 BINDER-VEILLEUX RESIDENCE - Two Head Calculation (H.18 & H.20) Date 8/27/2020 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 16.337 to 0.0 2.000 0.0 H.33 116 2.2 0.862 0.0 12.000 0.0038 0.045 Vel = 1.21 H.33 116 0.0 1 Utr 2.0 19.000 150 16.382 to 0.0 2.000 0.0 H.39 116 2.2 0.862 0.0 21.000 0.0038 0.079 Vel = 1.21 H.39 116 0.0 1 0.0 9.000 150 16.461 to 0.0 0.0 0.0 H.40 116 2.2 0.862 0.0 9.000 0.0038 0.034 Vel = 1.21 H.40 116 0.0 1 Utr 2.0 15.000 150 16.495 to 0.0 2.000 0.0 H.37 116 2.2 0.862 0.0 17.000 0.0038 0.064 Vel = 1.21 H.37 116 0.0 1 Utr 2.0 9.000 150 16.559 to 0.0 2.000 0.0 H.29 116 2.2 0.862 0.0 11.000 0.0038 0.042 Vel = 1.21 H.29 116 0.0 1 Utr 2.0 8.000 150 16.601 to 0.0 2.000 0.0 T.55 116 2.2 0.862 0.0 10.000 0.0038 0.038 Vel = 1.21 0.0 T.55 2.20 16.639 K Factor = 0.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087