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FIR2021-0121+Calculations+11.3.2021_3.20.54_PM+2500658Mrrrrrrrrrrrrrrr■*rrrrrrrrrrr� W" HIM YC M NAYS RECEIVED GM r"°"" °` "T`"°'r .alai 11O 90" M WMUKUM IWSTts S • Nov 03 2021 • Kyle Robertson • 7053-0809-A Level 1 CITY M EDMONDS SERVICES F I R2021-0121 a Lakeside akCE de Plumbing lu bi & ��9� • DEVELOPMENT SERVICES • DEPARTMENT � . 1Ejl"21 irr��r�rrsrrrrrrrrrrrrr■ rrrra A Now DESIGN SERA �1 f A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name HOMECRAFT EDMONDS - One Head Calculation (H.23) Drawing RESIDENTIAL Location 20114 83RD AVE W EDMONDS WA 98026 Remote Area 1 Contract 211101-16 Data File 211101-16 Homecraft Edmonds 20114 83rd Ave W.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 HOMECRAFT EDMONDS - One Head Calculation (H.23) Date 11/1/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - HOMECRAFT EDMONDS Location - EDMONDS WA 98026 Building - RESIDENTIAL Contractor - LAKESIDE PLUMBING Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 11-01-2021 System No. - 1 Contract No. - 211101-16 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 29.7 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 70 Elev. R Residual (Psi) - 20 Other Flow (Gpm) - 500 S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A-PEX Design Services Inc. HOMECRAFT EDMONDS - One Head Calculation (H.23) Page 2 Date 11 /1 /2021 City Water Supply: Demand: C1 - Static Pressure 70 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 29.703 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 40.201 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 U 70 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. HOMECRAFT EDMONDS - One Head Calculation (H.23) Fitting Legend Abbrev. Name Page 3 Date 11 /1 /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 HOMECRAFT EDMONDS - One Head Calculation (H.23) Date 11/1/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 70.0 20 500.0 69.904 17.0 29.703 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.23 116.0 4.9 12.03 H.25 116.0 12.79 T.42 116.0 13.37 T.41 108.0 17.7 H.27 108.0 18.02 T.46 108.0 18.52 H.29 108.0 18.73 T.45 108.0 19.84 S.1 104.0 21.86 MTR 100.0 27.28 STIR 100.0 29.7 H.20 116.0 12.34 T.39 116.0 12.56 H.9 116.0 13.15 T.34 116.0 13.53 T.38 108.0 17.58 H.12 108.0 17.6 HA 1 108.0 17.62 T.36 108.0 17.64 HA 108.0 17.81 H.6 108.0 18.01 H.10 108.0 18.16 H.16 108.0 18.29 T.40 108.0 18.34 H.17 108.0 18.45 H.24 108.0 18.59 T.44 108.0 18.63 H.26 116.0 13.44 H.30 116.0 13.6 H.31 116.0 13.8 H.32 116.0 13.92 T.43 116.0 14.11 H.2 116.0 13.62 H.3 116.0 13.7 T.33 116.0 13.76 H.1 116.0 13.85 H.5 116.0 13.91 H.8 116.0 13.96 T.35 116.0 14.02 H.7 116.0 14.04 T.37 116.0 14.05 H.15 116.0 14.06 17.0 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. HOMECRAFT EDMONDS - One Head Calculation (H.23) NODE ANALYSIS (cont.) Page 5 Date 11 /1 /2021 Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.14 116.0 14.07 H.18 116.0 14.08 H.19 116.0 14.09 H.13 108.0 17.59 H.22 108.0 17.64 H.21 108.0 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 HOMECRAFT EDMONDS - One Head Calculation (H.23) Date 11/1/2021 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.23 116 4.90 9.66 1 Utr 2.0 11.000 150 12.030 to 0.0 2.000 0.0 H.25 116 9.66 0.862 0.0 13.000 0.0584 0.759 Vel = 5.31 H.25 116 0.0 1 Utr 2.0 8.000 150 12.789 to 0.0 2.000 0.0 T.42 116 9.66 0.862 0.0 10.000 0.0583 0.583 Vel = 5.31 T.42 116 -4.49 1 2Utb 34.0 19.000 150 13.372 to 0.0 28.000 3.465 T.41 108 5.17 0.862 0.0 47.000 0.0183 0.862 Vel = 2.84 T.41 108 2.24 1 Utr 2.0 7.000 150 17.699 to 0.0 2.000 0.0 H.27 108 7.41 0.862 0.0 9.000 0.0357 0.321 Vel = 4.07 H.27 108 0.0 1 Utr 2.0 12.000 150 18.020 to 0.0 2.000 0.0 T.46 108 7.41 0.862 0.0 14.000 0.0357 0.500 Vel = 4.07 T.46 108 0.0 1 Utr 2.0 4.000 150 18.520 to 0.0 2.000 0.0 H.29 108 7.41 0.862 0.0 6.000 0.0357 0.214 Vel = 4.07 H.29 108 0.0 1 Utb 17.0 17.000 150 18.734 to 0.0 14.000 0.0 T.45 108 7.41 0.862 0.0 31.000 0.0357 1.106 Vel = 4.07 T.45 108 9.59 1.5 T 3.443 7.000 150 19.840 to 0.0 3.443 1.732 S.1 104 17.0 1.244 0.0 10.443 0.0279 0.291 Vel = 4.49 S.1 104 0.0 1.5 2E 12.089 75.000 150 21.863 to 0.0 12.089 4.732 * * Fixed Loss = 3 MTR 100 17.0 1.61 0.0 87.089 0.0079 0.689 Vel = 2.68 MTR 100 0.0 1 E 2.336 20.000 150 27.284 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 29.703 K Factor = 3.12 H.23 116 7.33 1 Utr 2.0 7.000 150 12.030 to 0.0 2.000 0.0 H.20 116 7.33 0.862 0.0 9.000 0.0350 0.315 Vel = 4.03 H.20 116 0.0 1 Utr 2.0 4.000 150 12.345 to 0.0 2.000 0.0 T.39 116 7.33 0.862 0.0 6.000 0.0350 0.210 Vel = 4.03 T.39 116 0.0 1 Utr 2.0 15.000 150 12.555 to 0.0 2.000 0.0 H.9 116 7.33 0.862 0.0 17.000 0.0350 0.595 Vel = 4.03 H.9 116 0.0 1 Utr 2.0 9.000 150 13.150 to 0.0 2.000 0.0 T.34 116 7.33 0.862 0.0 11.000 0.0349 0.384 Vel = 4.03 T.34 116 -3.17 1 2Utb 34.0 19.000 150 13.534 to 0.0 28.000 3.465 T.38 108 4.16 0.862 0.0 47.000 0.0123 0.576 Vel = 2.29 T.38 108 -2.24 1 Utr 2.0 6.000 150 17.575 to 0.0 2.000 0.0 H.12 108 1.92 0.862 0.0 8.000 0.0029 0.023 Vel = 1.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 HOMECRAFT EDMONDS - One Head Calculation (H.23) Date 11/1/2021 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.12 108 0.0 1 0.0 9.000 150 17.598 to 0.0 0.0 0.0 H.11 108 1.92 0.862 0.0 9.000 0.0030 0.027 Vel = 1.06 H.11 108 0.0 1 Utr 2.0 4.000 150 17.625 to 0.0 2.000 0.0 T.36 108 1.92 0.862 0.0 6.000 0.0028 0.017 Vel = 1.06 T.36 108 2.08 1 Utr 2.0 13.000 150 17.642 to 0.0 2.000 0.0 HA 108 4.0 0.862 0.0 15.000 0.0114 0.171 Vel = 2.20 HA 108 0.0 1 Utr 2.0 15.000 150 17.813 to 0.0 2.000 0.0 H.6 108 4.0 0.862 0.0 17.000 0.0114 0.194 Vel = 2.20 H.6 108 0.0 1 Utr 2.0 11.000 150 18.007 to 0.0 2.000 0.0 H.10 108 4.0 0.862 0.0 13.000 0.0114 0.148 Vel = 2.20 H.10 108 0.0 1 Utr 2.0 10.000 150 18.155 to 0.0 2.000 0.0 H.16 108 4.0 0.862 0.0 12.000 0.0113 0.136 Vel = 2.20 H.16 108 0.0 1 0.0 4.000 150 18.291 to 0.0 0.0 0.0 T.40 108 4.0 0.862 0.0 4.000 0.0115 0.046 Vel = 2.20 T.40 108 0.0 1 Utr 2.0 8.000 150 18.337 to 0.0 2.000 0.0 H.17 108 4.0 0.862 0.0 10.000 0.0114 0.114 Vel = 2.20 H.17 108 0.0 1 Utr 2.0 10.000 150 18.451 to 0.0 2.000 0.0 H.24 108 4.0 0.862 0.0 12.000 0.0114 0.137 Vel = 2.20 H.24 108 0.0 1 Utr 2.0 2.000 150 18.588 to 0.0 2.000 0.0 T.44 108 4.0 0.862 0.0 4.000 0.0112 0.045 Vel = 2.20 T.44 108 5.59 1 Utb 17.0 7.000 150 18.633 to 0.0 14.000 0.0 T.45 108 9.59 0.862 0.0 21.000 0.0575 1.207 Vel = 5.27 0.0 T.45 9.59 19.840 K Factor = 2.15 T.42 116 4.49 1 Utr 2.0 3.000 150 13.372 to 0.0 2.000 0.0 H.26 116 4.49 0.862 0.0 5.000 0.0142 0.071 Vel = 2.47 H.26 116 0.0 1 Utr 2.0 9.000 150 13.443 to 0.0 2.000 0.0 H.30 116 4.49 0.862 0.0 11.000 0.0142 0.156 Vel = 2.47 H.30 116 0.0 1 Utr 2.0 12.000 150 13.599 to 0.0 2.000 0.0 H.31 116 4.49 0.862 0.0 14.000 0.0141 0.198 Vel = 2.47 H.31 116 0.0 1 0.0 9.000 150 13.797 to 0.0 0.0 0.0 H.32 116 4.49 0.862 0.0 9.000 0.0141 0.127 Vel = 2.47 H.32 116 0.0 1 Utr 2.0 11.000 150 13.924 to 0.0 2.000 0.0 T.43 116 4.49 0.862 0.0 13.000 0.0142 0.184 Vel = 2.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 HOMECRAFT EDMONDS - One Head Calculation (H.23) Date 11/1/2021 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.43 116 to T.44 108 1.10 1 2Utb 34.0 22.000 0.0 28.000 5.59 0.862 0.0 50.000 150 14.108 3.465 0.0212 1.060 Vel = 3.07 0.0 T.44 5.59 18.633 K Factor = 1.30 T.34 116 to H.2 116 H.2 116 to H.3 116 H.3 116 to T.33 116 T.33 116 to H.1 116 H.1 116 to H.5 116 3.17 1 Utr 2.0 9.000 0.0 2.000 3.17 0.862 0.0 11.000 0.0 1 Utr 2.0 9.000 0.0 2.000 3.17 0.862 0.0 11.000 0.0 1 Utr 2.0 7.000 0.0 2.000 3.17 0.862 0.0 9.000 0.0 1 Utr 2.0 9.000 0.0 2.000 3.17 0.862 0.0 11.000 0.0 1 Utr 2.0 6.000 0.0 2.000 3.17 0.862 0.0 8.000 150 13.534 0.0 0.0075 0.082 Vel = 1.74 150 13.616 0.0 0.0075 0.082 Vel = 1.74 150 13.698 0.0 0.0074 0.067 Vel = 1.74 150 13.765 0.0 0.0074 0.081 Vel = 1.74 150 13.846 0.0 0.0075 0.060 Vel = 1.74 H.5 116 0.0 1 Utr 2.0 6.000 150 13.906 to 0.0 2.000 0.0 H.8 116 3.17 0.862 0.0 8.000 0.0074 0.059 Vel = 1.74 H.8 116 0.0 1 0.0 8.000 150 13.965 to 0.0 0.0 0.0 T.35 116 3.17 0.862 0.0 8.000 0.0075 0.060 Vel = 1.74 T.35 116 -1.09 1 2Utb 34.0 17.000 150 14.025 to 0.0 28.000 3.465 T.36 108 2.08 0.862 0.0 45.000 0.0034 0.152 Vel = 1.14 T.36 T.35 116 to H.7 116 H.7 116 to T.37 116 T.37 116 to H.15 116 H.15 116 to H.14 116 0.0 2.08 1.10 1 Utr 2.0 9.000 0.0 2.000 1.1 0.862 0.0 11.000 0.0 1 Utr 2.0 11.000 0.0 2.000 1.1 0.862 0.0 13.000 0.0 1 Utr 2.0 6.000 0.0 2.000 1.1 0.862 0.0 8.000 0.0 1 Utr 2.0 11.000 0.0 2.000 1.1 0.862 0.0 13.000 17.642 K Factor = 0.50 150 14.025 0.0 0.0010 0.011 Vel = 0.60 150 14.036 0.0 0.0011 0.014 Vel = 0.60 150 14.050 0.0 0.0010 0.008 Vel = 0.60 150 14.058 0.0 0.0011 0.014 Vel = 0.60 H.14 116 0.0 1 Utr 2.0 5.000 150 14.072 to 0.0 2.000 0.0 H.18 116 1.1 0.862 0.0 7.000 0.0010 0.007 Vel = 0.60 H.18 116 0.0 1 Utr 2.0 8.000 150 14.079 to 0.0 2.000 0.0 H.19 116 1.1 0.862 0.0 10.000 0.0011 0.011 Vel = 0.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 HOMECRAFT EDMONDS - One Head Calculation (H.23) Date 11/1/2021 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.19 116 0.0 1 Utr 2.0 16.000 150 14.090 to 0.0 2.000 0.0 T.43 116 1.1 0.862 0.0 18.000 0.0010 0.018 Vel = 0.60 0.0 T.43 1.10 14.108 K Factor = 0.29 T.38 108 2.24 1 Utr 2.0 3.000 150 17.575 to 0.0 2.000 0.0 H.13 108 2.24 0.862 0.0 5.000 0.0038 0.019 Vel = 1.23 H.13 108 0.0 1 Utr 2.0 9.000 150 17.594 to 0.0 2.000 0.0 H.22 108 2.24 0.862 0.0 11.000 0.0039 0.043 Vel = 1.23 H.22 108 0.0 1 Utr 2.0 9.000 150 17.637 to 0.0 2.000 0.0 H.21 108 2.24 0.862 0.0 11.000 0.0039 0.043 Vel = 1.23 H.21 108 0.0 1 Utr 2.0 3.000 150 17.680 to 0.0 2.000 0.0 T.41 108 2.24 0.862 0.0 5.000 0.0038 0.019 Vel = 1.23 0.0 T.41 2.24 17.699 K Factor = 0.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f "HINOTON •TATN emrnr#QATMI OI cou"Youc1r P-Mtrt Mrrou TION IWKINKLKR SYNTMiM S !• Kyle Robertson L 7053-0809-A Leven • Lakeside Plumbing & Heating, LAKESPH0010A 1 �1 21 ANOW DESIGN A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name HOMECRAFT EDMONDS - Two Head Calculation (H.3 & H.2) Drawing RESIDENTIAL Location 20114 83RD AVE W EDMONDS WA 98026 Remote Area 1 Contract 211101-16 Data File 211101-16 Homecraft Edmonds 20114 83rd Ave W.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 HOMECRAFT EDMONDS - Two Head Calculation (H.3 & H.2) Date 11/1/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - HOMECRAFT EDMONDS Location - EDMONDS WA 98026 Building - RESIDENTIAL Contractor - LAKESIDE PLUMBING Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 11-01-2021 System No. - 1 Contract No. - 211101-16 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 26.0567 Psi Required 33.65 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 70 Elev. R Residual (Psi) - 20 Other Flow (Gpm) - 500 S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A-PEX Design Services Inc. HOMECRAFT EDMONDS - Two Head Calculation (H.3 & H.2) Page 2 Date 11 /1 /2021 City Water Supply: Demand: C1 - Static Pressure 70 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.057 C2 - Residual Flow 500 D2 - System Pressure 33.645 Hose ( Demand ) D3 - System Demand : 26.057 Safety Margin 36.144 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 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. HOMECRAFT EDMONDS - Two Head Calculation (H.3 & H.2) Fitting Legend Abbrev. Name Page 3 Date 11 /1 /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 HOMECRAFT EDMONDS - Two Head Calculation (H.3 & H.2) Date 11/1/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 70.0 20 500.0 69.788 26.06 33.645 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 116.0 4.9 7.04 13.0 T.33 116.0 7.64 H.1 116.0 8.36 H.5 116.0 8.89 H.8 116.0 9.42 T.35 116.0 9.95 T.36 108.0 14.26 HA 108.0 14.72 H.6 108.0 15.25 H.10 108.0 15.65 H.16 108.0 16.02 T.40 108.0 16.14 H.17 108.0 16.45 H.24 108.0 16.82 T.44 108.0 16.95 T.45 108.0 19.69 S.1 104.0 22.06 MTR 100.0 28.31 STR 100.0 33.65 H.2 116.0 4.9 7.1 13.06 T.34 116.0 8.68 T.38 108.0 14.21 H.13 108.0 14.36 H.22 108.0 14.68 H.21 108.0 15.0 T.41 108.0 15.15 H.27 108.0 15.83 T.46 108.0 16.89 H.29 108.0 17.34 H.9 116.0 9.07 T.39 116.0 9.68 H.20 116.0 9.89 H.23 116.0 10.22 H.25 116.0 10.68 T.42 116.0 11.04 H.7 116.0 10.15 T.37 116.0 10.38 H.15 116.0 10.52 H.14 116.0 10.76 H.18 116.0 10.88 H.19 116.0 11.06 T.43 116.0 11.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 HOMECRAFT EDMONDS - Two Head Calculation (H.3 & H.2) Date 11/1/2021 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 108.0 14.23 H.11 108.0 14.25 H.26 116.0 11.07 H.30 116.0 11.14 H.31 116.0 11.24 H.32 116.0 11.3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 HOMECRAFT EDMONDS - Two Head Calculation (H.3 & H.2) Date 11/1/2021 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.3 116 4.90 10.34 1 Utr 2.0 7.000 150 7.040 to 0.0 2.000 0.0 T.33 116 10.34 0.862 0.0 9.000 0.0661 0.595 Vel = 5.68 T.33 116 0.0 1 Utr 2.0 9.000 150 7.635 to 0.0 2.000 0.0 H.1 116 10.34 0.862 0.0 11.000 0.0661 0.727 Vel = 5.68 H.1 116 to H.5 116 H.5 116 to H.8 116 0.0 1 Utr 2.0 6.000 0.0 2.000 10.34 0.862 0.0 8.000 0.0 1 Utr 2.0 6.000 0.0 2.000 10.34 0.862 0.0 8.000 150 8.362 0.0 0.0661 0.529 Vel = 5.68 150 8.891 0.0 0.0661 0.529 Vel = 5.68 H.8 116 0.0 1 0.0 8.000 150 9.420 to 0.0 0.0 0.0 T.35 116 10.34 0.862 0.0 8.000 0.0661 0.529 Vel = 5.68 T.35 116 -5.10 1 2Utb 34.0 17.000 150 9.949 to 0.0 28.000 3.465 T.36 108 5.24 0.862 0.0 45.000 0.0188 0.845 Vel = 2.88 T.36 108 1.61 1 Utr 2.0 13.000 150 14.259 to 0.0 2.000 0.0 HA 108 6.85 0.862 0.0 15.000 0.0309 0.463 Vel = 3.77 HA 108 0.0 1 Utr 2.0 15.000 150 14.722 to 0.0 2.000 0.0 H.6 108 6.85 0.862 0.0 17.000 0.0309 0.525 Vel = 3.77 H.6 108 0.0 1 Utr 2.0 11.000 150 15.247 to 0.0 2.000 0.0 H.10 108 6.85 0.862 0.0 13.000 0.0309 0.402 Vel = 3.77 H.10 108 0.0 1 Utr 2.0 10.000 150 15.649 to 0.0 2.000 0.0 H.16 108 6.85 0.862 0.0 12.000 0.0308 0.370 Vel = 3.77 H.16 108 0.0 1 0.0 4.000 150 16.019 to 0.0 0.0 0.0 T.40 108 6.85 0.862 0.0 4.000 0.0310 0.124 Vel = 3.77 T.40 108 to H.17 108 H.17 108 to H.24 108 H.24 108 to T.44 108 T.44 108 to T.45 108 T.45 108 to S.1 104 0.0 1 Utr 2.0 8.000 0.0 2.000 6.85 0.862 0.0 10.000 0.0 1 Utr 2.0 10.000 0.0 2.000 6.85 0.862 0.0 12.000 0.0 1 Utr 2.0 2.000 0.0 2.000 6.85 0.862 0.0 4.000 8.09 1 Utb 17.0 7.000 0.0 14.000 14.94 0.862 0.0 21.000 11.12 1.5 T 3.443 7.000 0.0 3.443 26.06 1.244 0.0 10.443 150 16.143 0.0 0.0309 0.309 Vel = 3.77 150 16.452 0.0 0.0308 0.370 Vel = 3.77 150 16.822 0.0 0.0310 0.124 Vel = 3.77 150 16.946 0.0 0.1306 2.743 Vel = 8.21 150 19.689 1.732 0.0612 0.639 Vel = 6.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 HOMECRAFT EDMONDS - Two Head Calculation (H.3 & H.2) Date 11/1/2021 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 S.1 104 0.0 1.5 2E 12.089 75.000 150 22.060 to 0.0 12.089 4.732 * * Fixed Loss = 3 MTR 100 26.06 1.61 0.0 87.089 0.0175 1.520 Vel = 4.11 MTR 100 0.0 1 E 2.336 20.000 150 28.312 to T 5.841 9.345 0.0 STIR 100 26.06 0.995 G 1.168 29.345 0.1817 5.333 Vel = 10.75 0.0 STIR 26.06 33.645 K Factor = 4.49 H.3 116 2.66 1 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.2 116 2.66 0.862 0.0 11.000 0.0054 0.059 Vel = 1.46 H.2 116 4.90 13.06 1 Utr 2.0 9.000 150 7.099 to 0.0 2.000 0.0 T.34 116 15.72 0.862 0.0 11.000 0.1435 1.578 Vel = 8.64 T.34 116 -7.42 1 2Utb 34.0 19.000 150 8.677 to 0.0 28.000 3.465 T.38 108 8.3 0.862 0.0 47.000 0.0440 2.068 Vel = 4.56 T.38 108 -1.62 1 Utr 2.0 3.000 150 14.210 to 0.0 2.000 0.0 H.13 108 6.68 0.862 0.0 5.000 0.0294 0.147 Vel = 3.67 H.13 108 0.0 1 Utr 2.0 9.000 150 14.357 to 0.0 2.000 0.0 H.22 108 6.68 0.862 0.0 11.000 0.0295 0.324 Vel = 3.67 H.22 108 0.0 1 Utr 2.0 9.000 150 14.681 to 0.0 2.000 0.0 H.21 108 6.68 0.862 0.0 11.000 0.0295 0.324 Vel = 3.67 H.21 108 0.0 1 Utr 2.0 3.000 150 15.005 to 0.0 2.000 0.0 T.41 108 6.68 0.862 0.0 5.000 0.0296 0.148 Vel = 3.67 T.41 108 4.44 1 Utr 2.0 7.000 150 15.153 to 0.0 2.000 0.0 H.27 108 11.12 0.862 0.0 9.000 0.0756 0.680 Vel = 6.11 H.27 108 0.0 1 Utr 2.0 12.000 150 15.833 to 0.0 2.000 0.0 T.46 108 11.12 0.862 0.0 14.000 0.0756 1.058 Vel = 6.11 T.46 108 0.0 1 Utr 2.0 4.000 150 16.891 to 0.0 2.000 0.0 H.29 108 11.12 0.862 0.0 6.000 0.0757 0.454 Vel = 6.11 H.29 108 0.0 1 Utb 17.0 17.000 150 17.345 to 0.0 14.000 0.0 T.45 108 11.12 0.862 0.0 31.000 0.0756 2.344 Vel = 6.11 0.0 T.45 11.12 19.689 K Factor = 2.51 T.34 116 7.42 1 Utr 2.0 9.000 150 8.677 to 0.0 2.000 0.0 H.9 116 7.42 0.862 0.0 11.000 0.0357 0.393 Vel = 4.08 H.9 116 0.0 1 Utr 2.0 15.000 150 9.070 to 0.0 2.000 0.0 T.39 116 7.42 0.862 0.0 17.000 0.0358 0.609 Vel = 4.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 HOMECRAFT EDMONDS - Two Head Calculation (H.3 & H.2) Date 11/1/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf T.39 116 0.0 1 Utr 2.0 4.000 150 9.679 to 0.0 2.000 0.0 H.20 116 7.42 0.862 0.0 6.000 0.0357 0.214 Vel = 4.08 H.20 116 0.0 1 Utr 2.0 7.000 150 9.893 to 0.0 2.000 0.0 H.23 116 7.42 0.862 0.0 9.000 0.0358 0.322 Vel = 4.08 H.23 116 0.0 1 Utr 2.0 11.000 150 10.215 to 0.0 2.000 0.0 H.25 116 7.42 0.862 0.0 13.000 0.0358 0.465 Vel = 4.08 H.25 116 0.0 1 Utr 2.0 8.000 150 10.680 to 0.0 2.000 0.0 T.42 116 7.42 0.862 0.0 10.000 0.0358 0.358 Vel = 4.08 T.42 116 -2.98 1 2Utb 34.0 19.000 150 11.038 to 0.0 28.000 3.465 T.41 108 4.44 0.862 0.0 47.000 0.0138 0.650 Vel = 2.44 0.0 T.41 4.44 15.153 K Factor = 1.14 T.35 116 5.11 1 Utr 2.0 9.000 150 9.949 to 0.0 2.000 0.0 H.7 116 5.11 0.862 0.0 11.000 0.0179 0.197 Vel = 2.81 H.7 116 0.0 1 Utr 2.0 11.000 150 10.146 to 0.0 2.000 0.0 T.37 116 5.11 0.862 0.0 13.000 0.0179 0.233 Vel = 2.81 T.37 116 0.0 1 Utr 2.0 6.000 150 10.379 to 0.0 2.000 0.0 H.15 116 5.11 0.862 0.0 8.000 0.0180 0.144 Vel = 2.81 H.15 116 0.0 1 Utr 2.0 11.000 150 10.523 to 0.0 2.000 0.0 H.14 116 5.11 0.862 0.0 13.000 0.0179 0.233 Vel = 2.81 H.14 116 0.0 1 Utr 2.0 5.000 150 10.756 to 0.0 2.000 0.0 H.18 116 5.11 0.862 0.0 7.000 0.0179 0.125 Vel = 2.81 H.18 116 0.0 1 Utr 2.0 8.000 150 10.881 to 0.0 2.000 0.0 H.19 116 5.11 0.862 0.0 10.000 0.0179 0.179 Vel = 2.81 H.19 116 0.0 1 Utr 2.0 16.000 150 11.060 to 0.0 2.000 0.0 T.43 116 5.11 0.862 0.0 18.000 0.0179 0.323 Vel = 2.81 T.43 116 2.98 1 2Utb 34.0 22.000 150 11.383 to 0.0 28.000 3.465 T.44 108 8.09 0.862 0.0 50.000 0.0420 2.098 Vel = 4.45 0.0 T.44 8.09 16.946 K Factor = 1.97 T.38 108 1.62 1 Utr 2.0 6.000 150 14.210 to 0.0 2.000 0.0 H.12 108 1.62 0.862 0.0 8.000 0.0021 0.017 Vel = 0.89 H.12 108 0.0 1 0.0 9.000 150 14.227 to 0.0 0.0 0.0 H.11 108 1.62 0.862 0.0 9.000 0.0021 0.019 Vel = 0.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 HOMECRAFT EDMONDS - Two Head Calculation (H.3 & H.2) Date 11/1/2021 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.11 108 0.0 1 Utr 2.0 4.000 150 14.246 to 0.0 2.000 0.0 T.36 108 1.62 0.862 0.0 6.000 0.0022 0.013 Vel = 0.89 0.0 T.36 1.62 14.259 K Factor = 0.43 T.42 116 2.98 1 Utr 2.0 3.000 150 11.038 to 0.0 2.000 0.0 H.26 116 2.98 0.862 0.0 5.000 0.0066 0.033 Vel = 1.64 H.26 116 0.0 1 Utr 2.0 9.000 150 11.071 to 0.0 2.000 0.0 H.30 116 2.98 0.862 0.0 11.000 0.0066 0.073 Vel = 1.64 H.30 116 0.0 1 Utr 2.0 12.000 150 11.144 to 0.0 2.000 0.0 H.31 116 2.98 0.862 0.0 14.000 0.0066 0.093 Vel = 1.64 H.31 116 0.0 1 0.0 9.000 150 11.237 to 0.0 0.0 0.0 H.32 116 2.98 0.862 0.0 9.000 0.0067 0.060 Vel = 1.64 H.32 116 0.0 1 Utr 2.0 11.000 150 11.297 to 0.0 2.000 0.0 T.43 116 2.98 0.862 0.0 13.000 0.0066 0.086 Vel = 1.64 0.0 T.43 2.98 11.383 K Factor = 0.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087