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FIR2021-0054+Calculations+6.2.2021_3.41.05_PM+2228883
ANOW DESIGN A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name HOME DEVELOPMENT PLAN 3069 GL - One Head Calculation (H.22) Drawing RESIDENTIAL Location EDMONDS WA Remote Area 1 Contract 210602-01 Data File 210602-01 Home Development Plan 3069 GL.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 HOME DEVELOPMENT PLAN 3069 GL - One Head Calculation (H.22) Date 6/2/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - HOME DEVELOPMENT PLAN 3069 GL Location - EDMONDS WA Building - RESIDENTIAL Contractor - ADVANCED PLUMBING Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 06-02-2021 System No. - 1 Contract No. - 210602-01 Drawing No. - Non -Combustible Ceiling Height 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 29.59 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. HOME DEVELOPMENT PLAN 3069 GL - One Head Calculation (H.22) Page 2 Date 6/2/2021 City Water Supply: Demand: C1 - Static Pressure 60 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 29.595 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 30.328 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 E 50 40 D2 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. HOME DEVELOPMENT PLAN 3069 GL - One Head Calculation (H.22) Fitting Legend Abbrev. Name Page 3 Date 6/2/2021 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb * Aquapex Tee - Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr * Aquapex Tee - Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 HOME DEVELOPMENT PLAN 3069 GL - One Head Calculation (H.22) Date 6/2/2021 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 29.595 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.22 116.0 4.9 12.03 H.27 116.0 12.86 H.28 116.0 13.25 H.25 116.0 13.64 T.40 116.0 13.9 T.42 108.0 18.3 T.41 108.0 19.2 S.1 104.0 21.95 MTR 100.0 27.18 STR 100.0 29.6 T.37 116.0 12.43 H.19 116.0 12.77 T.36 116.0 13.35 T.38 108.0 17.67 H.20 116.0 13.42 H.10 116.0 13.56 H.2 116.0 13.79 H.3 116.0 13.92 T.31 116.0 13.96 T.32 108.0 17.68 H.5 108.0 17.7 HA 108.0 17.79 T.33 108.0 17.84 H.14 108.0 18.0 H.12 108.0 18.31 H.11 108.0 18.46 H.16 108.0 18.6 H.23 108.0 18.82 H.26 116.0 13.93 H.17 116.0 13.96 H.7 116.0 14.0 H.9 116.0 14.04 T.34 116.0 14.06 H.8 116.0 13.98 H.1 116.0 13.99 T.30 116.0 14.0 T.35 116.0 14.02 H.13 116.0 14.02 H.21 116.0 14.04 H.29 108.0 17.68 H.24 108.0 17.68 T.39 108.0 17.68 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 HOME DEVELOPMENT PLAN 3069 GL - One Head Calculation (H.22) Date 6/2/2021 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.18 108.0 17.68 H.15 108.0 17.68 H.6 108.0 17.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 HOME DEVELOPMENT PLAN 3069 GL - One Head Calculation (H.22) Date 6/2/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.22 116 4.90 7.43 1 Utr 2.0 21.000 150 12.030 to 0.0 2.000 0.0 H.27 116 7.43 0.862 0.0 23.000 0.0359 0.825 Vel = 4.08 H.27 116 0.0 1 0.0 11.000 150 12.855 to 0.0 0.0 0.0 H.28 116 7.43 0.862 0.0 11.000 0.0359 0.395 Vel = 4.08 H.28 116 0.0 1 Utr 2.0 9.000 150 13.250 to 0.0 2.000 0.0 H.25 116 7.43 0.862 0.0 11.000 0.0358 0.394 Vel = 4.08 H.25 116 0.0 1 Utr 2.0 5.000 150 13.644 to 0.0 2.000 0.0 T.40 116 7.43 0.862 0.0 7.000 0.0359 0.251 Vel = 4.08 T.40 116 -1.94 1 2Utb 34.0 18.000 150 13.895 to 0.0 28.000 3.465 T.42 108 5.49 0.862 0.0 46.000 0.0205 0.942 Vel = 3.02 T.42 108 5.55 1 Utr 2.0 10.000 150 18.302 to 0.0 2.000 0.0 T.41 108 11.04 0.862 0.0 12.000 0.0746 0.895 Vel = 6.07 T.41 108 5.96 1.25 T 2.44 14.000 150 19.197 to 0.0 2.440 1.732 S.1 104 17.0 1.054 0.0 16.440 0.0623 1.024 Vel = 6.25 S.1 104 0.0 1.5 2E 12.089 50.000 150 21.953 to 0.0 12.089 4.732 * * Fixed Loss = 3 MTR 100 17.0 1.61 0.0 62.089 0.0079 0.491 Vel = 2.68 MTR 100 0.0 1 E 2.336 20.000 150 27.176 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 29.595 K Factor = 3.12 H.22 116 9.57 1 Utr 2.0 5.000 150 12.030 to 0.0 2.000 0.0 T.37 116 9.57 0.862 0.0 7.000 0.0573 0.401 Vel = 5.26 T.37 116 0.0 1 Utr 2.0 4.000 150 12.431 to 0.0 2.000 0.0 H.19 116 9.57 0.862 0.0 6.000 0.0572 0.343 Vel = 5.26 H.19 116 0.0 1 Utr 2.0 8.000 150 12.774 to 0.0 2.000 0.0 T.36 116 9.57 0.862 0.0 10.000 0.0573 0.573 Vel = 5.26 T.36 116 to T.38 108 T.38 108 to T.42 108 T.42 -3.85 1 2Utb 34.0 11.000 150 13.347 0.0 28.000 3.465 5.72 0.862 0.0 39.000 0.0221 0.862 Vel = 3.14 -0.17 1 Utr 2.0 28.000 150 17.674 0.0 2.000 0.0 5.55 0.862 0.0 30.000 0.0209 0.628 Vel = 3.05 0.0 5.55 18.302 K Factor = 1.30 T.36 116 3.84 1 Utr 2.0 5.000 150 13.347 to 0.0 2.000 0.0 H.20 116 3.84 0.862 0.0 7.000 0.0106 0.074 Vel = 2.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 HOME DEVELOPMENT PLAN 3069 GL - One Head Calculation (H.22) Date 6/2/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.20 116 0.0 1 Utr 2.0 11.000 150 13.421 to 0.0 2.000 0.0 H.10 116 3.84 0.862 0.0 13.000 0.0106 0.138 Vel = 2.11 H.10 116 0.0 1 Utr 2.0 20.000 150 13.559 to 0.0 2.000 0.0 H.2 116 3.84 0.862 0.0 22.000 0.0106 0.233 Vel = 2.11 H.2 116 0.0 1 Utr 2.0 10.000 150 13.792 to 0.0 2.000 0.0 H.3 116 3.84 0.862 0.0 12.000 0.0107 0.128 Vel = 2.11 H.3 116 0.0 1 Utr 2.0 2.000 150 13.920 to 0.0 2.000 0.0 T.31 116 3.84 0.862 0.0 4.000 0.0105 0.042 Vel = 2.11 T.31 116 -1.36 1 2Utb 34.0 25.000 150 13.962 to 0.0 28.000 3.465 T.32 108 2.48 0.862 0.0 53.000 0.0047 0.250 Vel = 1.36 T.32 108 0.17 1 Utr 2.0 3.000 150 17.677 to 0.0 2.000 0.0 H.5 108 2.65 0.862 0.0 5.000 0.0054 0.027 Vel = 1.46 H.5 108 0.0 1 Utr 2.0 14.000 150 17.704 to 0.0 2.000 0.0 HA 108 2.65 0.862 0.0 16.000 0.0053 0.085 Vel = 1.46 HA 108 0.0 1 Utr 2.0 7.000 150 17.789 to 0.0 2.000 0.0 T.33 108 2.65 0.862 0.0 9.000 0.0053 0.048 Vel = 1.46 T.33 108 3.31 1 Utr 2.0 5.000 150 17.837 to 0.0 2.000 0.0 H.14 108 5.96 0.862 0.0 7.000 0.0239 0.167 Vel = 3.28 H.14 108 0.0 1 0.0 13.000 150 18.004 to 0.0 0.0 0.0 H.12 108 5.96 0.862 0.0 13.000 0.0238 0.310 Vel = 3.28 H.12 108 0.0 1 Utr 2.0 4.000 150 18.314 to 0.0 2.000 0.0 H.11 108 5.96 0.862 0.0 6.000 0.0238 0.143 Vel = 3.28 H.11 108 0.0 1 Utr 2.0 4.000 150 18.457 to 0.0 2.000 0.0 H.16 108 5.96 0.862 0.0 6.000 0.0238 0.143 Vel = 3.28 H.16 108 0.0 1 Utr 2.0 7.000 150 18.600 to 0.0 2.000 0.0 H.23 108 5.96 0.862 0.0 9.000 0.0239 0.215 Vel = 3.28 H.23 108 0.0 1 Utb 17.0 2.000 150 18.815 to 0.0 14.000 0.0 T.41 108 5.96 0.862 0.0 16.000 0.0239 0.382 Vel = 3.28 0.0 T.41 5.96 19.197 K Factor = 1.36 T.40 116 1.94 1 0.0 11.000 150 13.895 to 0.0 0.0 0.0 H.26 116 1.94 0.862 0.0 11.000 0.0030 0.033 Vel = 1.07 H.26 116 0.0 1 Utr 2.0 8.000 150 13.928 to 0.0 2.000 0.0 H.17 116 1.94 0.862 0.0 10.000 0.0030 0.030 Vel = 1.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 HOME DEVELOPMENT PLAN 3069 GL - One Head Calculation (H.22) Date 6/2/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.17 116 0.0 1 Utr 2.0 13.000 150 13.958 to 0.0 2.000 0.0 H.7 116 1.94 0.862 0.0 15.000 0.0030 0.045 Vel = 1.07 H.7 116 0.0 1 Utr 2.0 12.000 150 14.003 to 0.0 2.000 0.0 H.9 116 1.94 0.862 0.0 14.000 0.0030 0.042 Vel = 1.07 H.9 116 0.0 1 Utr 2.0 3.000 150 14.045 to 0.0 2.000 0.0 T.34 116 1.94 0.862 0.0 5.000 0.0030 0.015 Vel = 1.07 T.34 116 1.36 1 2Utb 34.0 11.000 150 14.060 to 0.0 28.000 3.465 T.33 108 3.3 0.862 0.0 39.000 0.0080 0.312 Vel = 1.81 0.0 T.33 3.30 17.837 K Factor = 0.78 T.31 116 1.36 1 0.0 9.000 150 13.962 to 0.0 0.0 0.0 H.8 116 1.36 0.862 0.0 9.000 0.0016 0.014 Vel = 0.75 H.8 116 0.0 1 Utr 2.0 9.000 150 13.976 to 0.0 2.000 0.0 H.1 116 1.36 0.862 0.0 11.000 0.0015 0.017 Vel = 0.75 H.1 116 0.0 1 Utr 2.0 1.000 150 13.993 to 0.0 2.000 0.0 T.30 116 1.36 0.862 0.0 3.000 0.0017 0.005 Vel = 0.75 T.30 116 0.0 1 Utr 2.0 9.000 150 13.998 to 0.0 2.000 0.0 T.35 116 1.36 0.862 0.0 11.000 0.0015 0.017 Vel = 0.75 T.35 116 0.0 1 Utr 2.0 4.000 150 14.015 to 0.0 2.000 0.0 H.13 116 1.36 0.862 0.0 6.000 0.0015 0.009 Vel = 0.75 H.13 116 0.0 1 0.0 11.000 150 14.024 to 0.0 0.0 0.0 H.21 116 1.36 0.862 0.0 11.000 0.0015 0.017 Vel = 0.75 H.21 116 0.0 1 Utr 2.0 10.000 150 14.041 to 0.0 2.000 0.0 T.34 116 1.36 0.862 0.0 12.000 0.0016 0.019 Vel = 0.75 0.0 T.34 1.36 14.060 K Factor = 0.36 T.38 108 0.17 1 Utr 2.0 18.000 150 17.674 to 0.0 2.000 0.0 H.29 108 0.17 0.862 0.0 20.000 0 0.001 Vel = 0.09 H.29 108 0.0 1 0.0 11.000 150 17.675 to 0.0 0.0 0.0 H.24 108 0.17 0.862 0.0 11.000 0 0.0 Vel = 0.09 H.24 108 0.0 1 Utr 2.0 2.000 150 17.675 to 0.0 2.000 0.0 T.39 108 0.17 0.862 0.0 4.000 0 0.0 Vel = 0.09 T.39 108 0.0 1 Utr 2.0 7.000 150 17.675 to 0.0 2.000 0.0 H.18 108 0.17 0.862 0.0 9.000 0.0001 0.001 Vel = 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 HOME DEVELOPMENT PLAN 3069 GL - One Head Calculation (H.22) Date 6/2/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.18 108 0.0 1 Utr 2.0 8.000 150 17.676 to 0.0 2.000 0.0 H.15 108 0.17 0.862 0.0 10.000 0 0.0 Vel = 0.09 H.15 108 0.0 1 Utr 2.0 24.000 150 17.676 to 0.0 2.000 0.0 H.6 108 0.17 0.862 0.0 26.000 0 0.001 Vel = 0.09 H.6 108 0.0 1 Utr 2.0 9.000 150 17.677 to 0.0 2.000 0.0 T.32 108 0.17 0.862 0.0 11.000 0 0.0 Vel = 0.09 0.0 T.32 0.17 17.677 K Factor = 0.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ANOW DESIGN A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name HOME DEVELOPMENT PLAN 3069 GL - Two Head Calculation (H.2 & H.3) Drawing RESIDENTIAL Location EDMONDS WA Remote Area 1 Contract 210602-01 Data File 210602-01 Home Development Plan 3069 GL.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 HOME DEVELOPMENT PLAN 3069 GL - Two Head Calculation (H.2 & H.3) Date 6/2/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - HOME DEVELOPMENT PLAN 3069 GL Location - EDMONDS WA Building - RESIDENTIAL Contractor - ADVANCED PLUMBING Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 06-02-2021 System No. - 1 Contract No. - 210602-01 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 - 116 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.0731 Psi Required 32.63 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 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. HOME DEVELOPMENT PLAN 3069 GL - Two Head Calculation (H.2 & H.3) Page 2 Date 6/2/2021 City Water Supply: Demand: C1 - Static Pressure 60 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.073 C2 - Residual Flow 500 D2 - System Pressure 32.630 Hose ( Demand ) D3 - System Demand : 26.073 Safety Margin 27.201 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 E 50 40 D2 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. HOME DEVELOPMENT PLAN 3069 GL - Two Head Calculation (H.2 & H.3) Fitting Legend Abbrev. Name Page 3 Date 6/2/2021 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb * Aquapex Tee - Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr * Aquapex Tee - Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 HOME DEVELOPMENT PLAN 3069 GL - Two Head Calculation (H.2 & H.3) Date 6/2/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 60.0 20 500.0 59.831 26.07 32.63 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 116.0 4.9 7.04 13.0 H.10 116.0 8.43 H.20 116.0 9.25 T.36 116.0 9.69 T.38 108.0 14.1 T.42 108.0 15.64 T.41 108.0 17.48 S.1 104.0 21.47 MTR 100.0 27.29 STR 100.0 32.63 H.3 116.0 4.9 7.12 13.07 T.31 116.0 7.71 T.32 108.0 13.52 H.5 108.0 13.61 HA 108.0 13.93 T.33 108.0 14.1 H.14 108.0 14.52 H.12 108.0 15.29 H.11 108.0 15.65 H.16 108.0 16.0 H.23 108.0 16.53 H.8 116.0 8.05 H.1 116.0 8.47 T.30 116.0 8.59 T.35 116.0 9.01 H.13 116.0 9.24 H.21 116.0 9.66 T.34 116.0 10.12 H.19 116.0 9.8 T.37 116.0 9.87 H.22 116.0 9.95 H.27 116.0 10.22 H.28 116.0 10.35 H.25 116.0 10.48 T.40 116.0 10.56 H.6 108.0 13.59 H.15 108.0 13.76 H.18 108.0 13.82 T.39 108.0 13.88 H.24 108.0 13.9 H.29 108.0 13.98 H.9 116.0 10.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. HOME DEVELOPMENT PLAN 3069 GL - Two Head Calculation (H.2 & H.3) Node Tag NODE ANALYSIS (cont.) Page 5 Date 6/2/2021 Pressure Discharge Elevation Node Type at Node at Node Notes H.7 116.0 10.27 H.17 116.0 10.39 H .26 116.0 10.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 HOME DEVELOPMENT PLAN 3069 GL - Two Head Calculation (H.2 & H.3) Date 6/2/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.2 116 4.90 10.07 1 Utr 2.0 20.000 150 7.040 to 0.0 2.000 0.0 H.10 116 10.07 0.862 0.0 22.000 0.0630 1.386 Vel = 5.54 H.10 116 0.0 1 Utr 2.0 11.000 150 8.426 to 0.0 2.000 0.0 H.20 116 10.07 0.862 0.0 13.000 0.0631 0.820 Vel = 5.54 H.20 116 0.0 1 Utr 2.0 5.000 150 9.246 to 0.0 2.000 0.0 T.36 116 10.07 0.862 0.0 7.000 0.0630 0.441 Vel = 5.54 T.36 116 -4.03 1 2Utb 34.0 11.000 150 9.687 to 0.0 28.000 3.465 T.38 108 6.04 0.862 0.0 39.000 0.0244 0.953 Vel = 3.32 T.38 108 2.95 1 Utr 2.0 28.000 150 14.105 to 0.0 2.000 0.0 T.42 108 8.99 0.862 0.0 30.000 0.0510 1.530 Vel = 4.94 T.42 108 7.34 1 Utr 2.0 10.000 150 15.635 to 0.0 2.000 0.0 T.41 108 16.33 0.862 0.0 12.000 0.1539 1.847 Vel = 8.98 T.41 108 9.74 1.25 T 2.44 14.000 150 17.482 to 0.0 2.440 1.732 S.1 104 26.07 1.054 0.0 16.440 0.1375 2.260 Vel = 9.59 S.1 104 0.0 1.5 2E 12.089 50.000 150 21.474 to 0.0 12.089 4.732 * * Fixed Loss = 3 MTR 100 26.07 1.61 0.0 62.089 0.0175 1.085 Vel = 4.11 MTR 100 0.0 1 E 2.336 20.000 150 27.291 to T 5.841 9.345 0.0 STIR 100 26.07 0.995 G 1.168 29.345 0.1819 5.339 Vel = 10.76 0.0 STIR 26.07 32.630 K Factor = 4.56 H.2 116 2.93 1 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 H.3 116 2.93 0.862 0.0 12.000 0.0064 0.077 Vel = 1.61 H.3 116 4.90 13.07 1 Utr 2.0 2.000 150 7.117 to 0.0 2.000 0.0 T.31 116 16.0 0.862 0.0 4.000 0.1482 0.593 Vel = 8.80 T.31 116 -7.69 1 2Utb 34.0 25.000 150 7.710 to 0.0 28.000 3.465 T.32 108 8.31 0.862 0.0 53.000 0.0442 2.340 Vel = 4.57 T.32 108 to H.5 108 H.5 108 to to T.33 108 -2.94 1 Utr 2.0 3.000 150 13.515 0.0 2.000 0.0 5.37 0.862 0.0 5.000 0.0198 0.099 Vel = 2.95 0.0 1 Utr 2.0 14.000 150 13.614 0.0 2.000 0.0 5.37 0.862 0.0 16.000 0.0196 0.314 Vel = 2.95 0.0 1 Utr 2.0 7.000 0.0 2.000 5.37 0.862 0.0 9.000 150 13.928 0.0 0.0197 0.177 Vel = 2.95 T.33 108 4.37 1 Utr 2.0 5.000 150 14.105 to 0.0 2.000 0.0 H.14 108 9.74 0.862 0.0 7.000 0.0593 0.415 Vel = 5.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 HOME DEVELOPMENT PLAN 3069 GL - Two Head Calculation (H.2 & H.3) Date 6/2/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.14 108 0.0 1 0.0 13.000 150 14.520 to 0.0 0.0 0.0 H.12 108 9.74 0.862 0.0 13.000 0.0592 0.770 Vel = 5.35 H.12 108 0.0 1 Utr 2.0 4.000 150 15.290 to 0.0 2.000 0.0 H.11 108 9.74 0.862 0.0 6.000 0.0593 0.356 Vel = 5.35 H.11 108 0.0 1 Utr 2.0 4.000 150 15.646 to 0.0 2.000 0.0 H.16 108 9.74 0.862 0.0 6.000 0.0592 0.355 Vel = 5.35 H.16 108 0.0 1 Utr 2.0 7.000 150 16.001 to 0.0 2.000 0.0 H.23 108 9.74 0.862 0.0 9.000 0.0592 0.533 Vel = 5.35 H.23 108 to T.41 108 T.41 T.31 116 to H.8 116 H.8 116 to H.1 116 H.1 116 to T.30 116 0.0 1 Utb 17.0 2.000 0.0 14.000 9.74 0.862 0.0 16.000 0.0 9.74 7.68 1 0.0 9.000 0.0 0.0 7.68 0.862 0.0 9.000 0.0 1 Utr 2.0 9.000 0.0 2.000 7.68 0.862 0.0 11.000 0.0 1 Utr 2.0 1.000 0.0 2.000 7.68 0.862 0.0 3.000 150 16.534 0.0 0.0592 0.948 Vel = 5.35 17.482 K Factor = 2.33 150 7.710 0.0 0.0381 0.343 Vel = 4.22 150 8.053 0.0 0.0382 0.420 Vel = 4.22 150 8.473 0.0 0.0383 0.115 Vel = 4.22 T.30 116 0.0 1 Utr 2.0 9.000 150 8.588 to 0.0 2.000 0.0 T.35 116 7.68 0.862 0.0 11.000 0.0382 0.420 Vel = 4.22 T.35 116 0.0 1 Utr 2.0 4.000 150 9.008 to 0.0 2.000 0.0 H.13 116 7.68 0.862 0.0 6.000 0.0382 0.229 Vel = 4.22 H.13 116 to H.21 116 H.21 116 to T.34 116 0.0 1 0.0 11.000 0.0 0.0 7.68 0.862 0.0 11.000 0.0 1 Utr 2.0 10.000 0.0 2.000 7.68 0.862 0.0 12.000 150 9.237 0.0 0.0382 0.420 Vel = 4.22 150 9.657 0.0 0.0382 0.458 Vel = 4.22 T.34 116 -3.30 1 2Utb 34.0 11.000 150 10.115 to 0.0 28.000 3.465 T.33 108 4.38 0.862 0.0 39.000 0.0135 0.525 Vel = 2.41 0.0 T.33 4.38 14.105 K Factor = 1.17 T.36 116 4.04 1 Utr 2.0 8.000 150 9.687 to 0.0 2.000 0.0 H.19 116 4.04 0.862 0.0 10.000 0.0116 0.116 Vel = 2.22 H.19 116 0.0 1 Utr 2.0 4.000 150 9.803 to 0.0 2.000 0.0 T.37 116 4.04 0.862 0.0 6.000 0.0115 0.069 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 8 HOME DEVELOPMENT PLAN 3069 GL - Two Head Calculation (H.2 & H.3) Date 6/2/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf T.37 116 0.0 1 Utr 2.0 5.000 150 9.872 to 0.0 2.000 0.0 H.22 116 4.04 0.862 0.0 7.000 0.0116 0.081 Vel = 2.22 H.22 116 0.0 1 Utr 2.0 21.000 150 9.953 to 0.0 2.000 0.0 H.27 116 4.04 0.862 0.0 23.000 0.0116 0.267 Vel = 2.22 H.27 116 0.0 1 0.0 11.000 150 10.220 to 0.0 0.0 0.0 H.28 116 4.04 0.862 0.0 11.000 0.0116 0.128 Vel = 2.22 H.28 116 0.0 1 Utr 2.0 9.000 150 10.348 to 0.0 2.000 0.0 H.25 116 4.04 0.862 0.0 11.000 0.0115 0.127 Vel = 2.22 H.25 116 0.0 1 Utr 2.0 5.000 150 10.475 to 0.0 2.000 0.0 T.40 116 4.04 0.862 0.0 7.000 0.0116 0.081 Vel = 2.22 T.40 116 3.30 1 2Utb 34.0 18.000 150 10.556 to 0.0 28.000 3.465 T.42 108 7.34 0.862 0.0 46.000 0.0351 1.614 Vel = 4.04 0.0 T.42 7.34 15.635 K Factor = 1.86 T.32 108 2.95 1 Utr 2.0 9.000 150 13.515 to 0.0 2.000 0.0 H.6 108 2.95 0.862 0.0 11.000 0.0065 0.072 Vel = 1.62 H.6 108 0.0 1 Utr 2.0 24.000 150 13.587 to 0.0 2.000 0.0 H.15 108 2.95 0.862 0.0 26.000 0.0065 0.168 Vel = 1.62 H.15 108 0.0 1 Utr 2.0 8.000 150 13.755 to 0.0 2.000 0.0 H.18 108 2.95 0.862 0.0 10.000 0.0065 0.065 Vel = 1.62 H.18 108 0.0 1 Utr 2.0 7.000 150 13.820 to 0.0 2.000 0.0 T.39 108 2.95 0.862 0.0 9.000 0.0064 0.058 Vel = 1.62 T.39 108 0.0 1 Utr 2.0 2.000 150 13.878 to 0.0 2.000 0.0 H.24 108 2.95 0.862 0.0 4.000 0.0065 0.026 Vel = 1.62 H.24 108 0.0 1 0.0 11.000 150 13.904 to 0.0 0.0 0.0 H.29 108 2.95 0.862 0.0 11.000 0.0065 0.072 Vel = 1.62 H.29 108 0.0 1 Utr 2.0 18.000 150 13.976 to 0.0 2.000 0.0 T.38 108 2.95 0.862 0.0 20.000 0.0064 0.129 Vel = 1.62 0.0 T.38 2.95 14.105 K Factor = 0.79 T.34 116 3.31 1 Utr 2.0 3.000 150 10.115 to 0.0 2.000 0.0 H.9 116 3.31 0.862 0.0 5.000 0.0080 0.040 Vel = 1.82 H.9 116 0.0 1 Utr 2.0 12.000 150 10.155 to 0.0 2.000 0.0 H.7 116 3.31 0.862 0.0 14.000 0.0080 0.112 Vel = 1.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 HOME DEVELOPMENT PLAN 3069 GL - Two Head Calculation (H.2 & H.3) Date 6/2/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.7 116 0.0 1 Utr 2.0 13.000 150 10.267 to 0.0 2.000 0.0 H.17 116 3.31 0.862 0.0 15.000 0.0081 0.121 Vel = 1.82 H.17 116 0.0 1 Utr 2.0 8.000 150 10.388 to 0.0 2.000 0.0 H.26 116 3.31 0.862 0.0 10.000 0.0080 0.080 Vel = 1.82 H.26 116 0.0 1 0.0 11.000 150 10.468 to 0.0 0.0 0.0 T.40 116 3.31 0.862 0.0 11.000 0.0080 0.088 Vel = 1.82 0.0 T.40 3.31 10.556 K Factor = 1.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087