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REVIEWED FIR2022-0106+Calculations+10.10.2022_1.17.05_PM+3155589INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: RECEIVED Oct 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FIR2022-0106 Now DESIGN SERA !MrMMM" OW`MMM............... 11 WASHINGTON STATE � a CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS � Libby Marie Babb i 3791-0722-A Level A-Pex Design Services, Inc. M ■ APFXDDS782K5 ■ ■f, A�i r eXptns ■ � Ei�naiu aEa 34z2 ; krrrrrrrrrrrrrrr�rrrrr��rar�MMrr =WOMB A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name DL SIGLER / KING - One Head Calculation (H.9) Drawing RESIDENTIAL Location 131 SKYLINE DRIVE EDMONDS WA 98020 Remote Area 1 Contract 220930-01 Data File 220930-01 DL Sigler - King.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. DL SIGLER / KING - One Head Calculation (H.9) HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 9/30/2022 Name - DL SIGLER / KING Date - 9-30-2022 Location - EDMONDS WA 98020 Building - RESIDENTIAL System No. - 1 Contractor - PROKASH Contract No. - 220930-01 Calculated By - TAYLOR FAHEY Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12.03Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model LL-RFC49 I Elevation at Highest Outlet - 108 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 26.7 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) - 50 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. DL SIGLER / KING - One Head Calculation (H.9) Page 2 Date 9/30/2022 City Water Supply: Demand: C1 - Static Pressure 50 D1 - Elevation 3.465 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 26.700 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 23.243 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 40 30 20 10 50 100 150 200 250 300 350 400 450 FLOW ( N 1 1.85 ) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. DL SIGLER / KING - One Head Calculation (H.9) Fitting Legend Abbrev. Name Page 3 Date 9/30/2022 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 DL SIGLER / KING - One Head Calculation (H.9) Date 9/30/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 50.0 20 500.0 49.942 17.0 26.7 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 108.0 H.8 108.0 T.43 108.0 T.41 116.0 H.15 116.0 H.16 116.0 T.45 116.0 T.51 116.0 H.35 116.0 T.56 116.0 T.54 108.0 H.32 108.0 T.58 108.0 H.38 108.0 T.55 108.0 T.57 108.0 S.1 104.0 MTR 100.0 STIR 100.0 H.3 108.0 HA 108.0 H.11 108.0 T.39 108.0 T.42 116.0 H.12 116.0 H.19 116.0 T.47 116.0 H.21 108.0 H.20 108.0 H.31 108.0 T.53 108.0 H.10 108.0 T.44 108.0 T.50 108.0 T.52 108.0 H.30 108.0 H.29 108.0 H.17 108.0 H.23 108.0 T.46 108.0 H.7 116.0 H.6 116.0 4.9 12.03 12.88 13.46 10.49 10.52 10.58 10.64 10.67 10.7 10.73 14.24 14.5 14.83 14.91 15.44 15.65 17.79 24.28 26.7 12.78 13.29 13.72 13.88 10.67 10.79 10.9 10.98 13.57 13.81 14.06 14.12 14.05 14.26 14.41 14.55 14.58 14.67 14.96 15.06 15.14 10.5 10.52 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 DL SIGLER / KING - One Head Calculation (H.9) Date 9/30/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 116.0 10.56 H.1 116.0 10.57 H.5 116.0 10.6 H.14 116.0 10.61 H.26 116.0 10.63 T.48 116.0 10.64 H.25 116.0 10.66 H.18 116.0 10.66 H.34 116.0 10.73 H.27 116.0 10.75 T.49 116.0 10.75 H.33 116.0 10.77 H.22 116.0 10.78 T.40 116.0 10.8 H.13 116.0 10.84 H.24 116.0 10.88 H.37 116.0 10.91 H.36 116.0 10.95 H.28 108.0 14.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 DL SIGLER / KING - One Head Calculation (H.9) Date 9/30/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.9 108 4.90 9.18 1 Utr 2.0 14.000 150 12.030 to 0.0 2.000 0.0 H.8 108 9.18 0.862 0.0 16.000 0.0531 0.850 Vel = 5.05 H.8 108 0.0 1 Utr 2.0 9.000 150 12.880 to 0.0 2.000 0.0 T.43 108 9.18 0.862 0.0 11.000 0.0531 0.584 Vel = 5.05 T.43 108 -5.13 1 2Utb 34.0 14.000 150 13.464 to 0.0 28.000 -3.465 T.41 116 4.05 0.862 0.0 42.000 0.0117 0.490 Vel = 2.23 T.41 116 -1.24 1 Utr 2.0 4.000 150 10.489 to 0.0 2.000 0.0 H.15 116 2.81 0.862 0.0 6.000 0.0058 0.035 Vel = 1.54 H.15 116 0.0 1 Utr 2.0 7.000 150 10.524 to 0.0 2.000 0.0 H.16 116 2.81 0.862 0.0 9.000 0.0060 0.054 Vel = 1.54 H.16 116 0.0 1 Utr 2.0 9.000 150 10.578 to 0.0 2.000 0.0 T.45 116 2.81 0.862 0.0 11.000 0.0060 0.066 Vel = 1.54 T.45 116 -0.41 1 Utr 2.0 3.000 150 10.644 to 0.0 2.000 0.0 T.51 116 2.4 0.862 0.0 5.000 0.0044 0.022 Vel = 1.32 T.51 116 0.0 1 Utr 2.0 5.000 150 10.666 to 0.0 2.000 0.0 H.35 116 2.4 0.862 0.0 7.000 0.0044 0.031 Vel = 1.32 H.35 116 0.0 1 Utr 2.0 5.000 150 10.697 to 0.0 2.000 0.0 T.56 116 2.4 0.862 0.0 7.000 0.0044 0.031 Vel = 1.32 T.56 116 -1.30 1 2Utb 34.0 19.000 150 10.728 to 0.0 28.000 3.465 T.54 108 1.1 0.862 0.0 47.000 0.0010 0.049 Vel = 0.60 T.54 108 5.55 1 Utr 2.0 7.000 150 14.242 to 0.0 2.000 0.0 H.32 108 6.65 0.862 0.0 9.000 0.0292 0.263 Vel = 3.66 H.32 108 0.0 1 Utr 2.0 9.000 150 14.505 to 0.0 2.000 0.0 T.58 108 6.65 0.862 0.0 11.000 0.0292 0.321 Vel = 3.66 T.58 108 0.0 1 0.0 3.000 150 14.826 to 0.0 0.0 0.0 H.38 108 6.65 0.862 0.0 3.000 0.0293 0.088 Vel = 3.66 H.38 108 0.0 1 Utb 17.0 2.000 150 14.914 to Utr 2.0 16.000 0.0 T.55 108 6.65 0.862 0.0 18.000 0.0292 0.526 Vel = 3.66 T.55 108 4.75 1.5 Utr 2.0 14.000 150 15.440 to 0.0 2.000 0.0 T.57 108 11.4 1.244 0.0 16.000 0.0133 0.213 Vel = 3.01 T.57 108 5.60 1.5 T 3.443 11.000 150 15.653 to 0.0 3.443 1.732 S.1 104 17.0 1.244 0.0 14.443 0.0278 0.401 Vel = 4.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 DL SIGLER / KING - One Head Calculation (H.9) Date 9/30/2022 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 3.443 60.000 150 17.786 to 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 100 17.0 1.244 0.0 63.443 0.0278 1.763 Vel = 4.49 MTR 100 0.0 1 E 2.336 20.000 150 24.281 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 26.700 K Factor = 3.29 H.9 108 7.81 1 Utr 2.0 17.000 150 12.030 to 0.0 2.000 0.0 H.3 108 7.81 0.862 0.0 19.000 0.0394 0.748 Vel = 4.29 H.3 108 0.0 1 Utr 2.0 11.000 150 12.778 to 0.0 2.000 0.0 HA 108 7.81 0.862 0.0 13.000 0.0393 0.511 Vel = 4.29 HA 108 0.0 1 Utr 2.0 9.000 150 13.289 to 0.0 2.000 0.0 H.11 108 7.81 0.862 0.0 11.000 0.0394 0.433 Vel = 4.29 H.11 108 0.0 1 0.0 4.000 150 13.722 to 0.0 0.0 0.0 T.39 108 7.81 0.862 0.0 4.000 0.0392 0.157 Vel = 4.29 T.39 108 -5.26 1 2Utb 34.0 23.000 150 13.879 to 0.0 28.000 -3.465 T.42 116 2.55 0.862 0.0 51.000 0.0050 0.254 Vel = 1.40 T.42 116 1.24 1 Utr 2.0 10.000 150 10.668 to 0.0 2.000 0.0 H.12 116 3.79 0.862 0.0 12.000 0.0103 0.124 Vel = 2.08 H.12 116 0.0 1 Utr 2.0 8.000 150 10.792 to 0.0 2.000 0.0 H.19 116 3.79 0.862 0.0 10.000 0.0103 0.103 Vel = 2.08 H.19 116 0.0 1 Utr 2.0 6.000 150 10.895 to 0.0 2.000 0.0 T.47 116 3.79 0.862 0.0 8.000 0.0104 0.083 Vel = 2.08 T.47 116 1.81 1 2Utb 34.0 29.000 150 10.978 to 0.0 28.000 3.465 T.57 108 5.6 0.862 0.0 57.000 0.0212 1.210 Vel = 3.08 0.0 T.57 5.60 15.653 K Factor = 1.42 T.43 108 5.14 1 Utr 2.0 4.000 150 13.464 to 0.0 2.000 0.0 H.21 108 5.14 0.862 0.0 6.000 0.0180 0.108 Vel = 2.83 H.21 108 0.0 1 Utr 2.0 11.000 150 13.572 to 0.0 2.000 0.0 H.20 108 5.14 0.862 0.0 13.000 0.0182 0.236 Vel = 2.83 H.20 108 0.0 1 Utr 2.0 12.000 150 13.808 to 0.0 2.000 0.0 H.31 108 5.14 0.862 0.0 14.000 0.0181 0.254 Vel = 2.83 H.31 108 0.0 1 0.0 3.000 150 14.062 to 0.0 0.0 0.0 T.53 108 5.14 0.862 0.0 3.000 0.0180 0.054 Vel = 2.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. DL SIGLER / KING - One Head Calculation (H.9) Page 8 Date 9/30/2022 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.53 108 0.41 1 Utr 2.0 to 0.0 T.54 108 5.55 0.862 0.0 4.000 150 14.116 2.000 0.0 6.000 0.0210 0.126 Vel = 3.05 0.0 T.54 5.55 14.242 K Factor = 1.47 T.39 108 5.26 1 Utr 2.0 7.000 150 13.879 to 0.0 2.000 0.0 H.10 108 5.26 0.862 0.0 9.000 0.0190 0.171 Vel = 2.89 H.10 108 0.0 1 Utr 2.0 9.000 150 14.050 to 0.0 2.000 0.0 T.44 108 5.26 0.862 0.0 11.000 0.0189 0.208 Vel = 2.89 T.44 108 -0.51 1 Utr 2.0 8.000 150 14.258 to 0.0 2.000 0.0 T.50 108 4.75 0.862 0.0 10.000 0.0156 0.156 Vel = 2.61 T.50 108 -1.37 1 Utb 17.0 2.000 150 14.414 to 0.0 14.000 0.0 T.52 108 3.38 0.862 0.0 16.000 0.0084 0.134 Vel = 1.86 T.52 108 1.37 1 0.0 2.000 150 14.548 to 0.0 0.0 0.0 H.30 108 4.75 0.862 0.0 2.000 0.0155 0.031 Vel = 2.61 H.30 108 0.0 1 Utr 2.0 4.000 150 14.579 to 0.0 2.000 0.0 H.29 108 4.75 0.862 0.0 6.000 0.0157 0.094 Vel = 2.61 H.29 108 0.0 1 Utr 2.0 16.000 150 14.673 to 0.0 2.000 0.0 H.17 108 4.75 0.862 0.0 18.000 0.0157 0.282 Vel = 2.61 H.17 108 0.0 1 Utr 2.0 5.000 150 14.955 to 0.0 2.000 0.0 H.23 108 4.75 0.862 0.0 7.000 0.0157 0.110 Vel = 2.61 H.23 108 0.0 1 Utr 2.0 3.000 150 15.065 to 0.0 2.000 0.0 T.46 108 4.75 0.862 0.0 5.000 0.0156 0.078 Vel = 2.61 T.46 108 0.0 1 Utb 17.0 5.000 150 15.143 to 0.0 14.000 0.0 T.55 108 4.75 0.862 0.0 19.000 0.0156 0.297 Vel = 2.61 0.0 T.55 4.75 15.440 K Factor = 1.21 T.41 116 1.24 1 Utr 2.0 9.000 150 10.489 to 0.0 2.000 0.0 H.7 116 1.24 0.862 0.0 11.000 0.0013 0.014 Vel = 0.68 H.7 116 0.0 1 Utr 2.0 14.000 150 10.503 to 0.0 2.000 0.0 H.6 116 1.24 0.862 0.0 16.000 0.0013 0.021 Vel = 0.68 H.6 116 0.0 1 Utr 2.0 22.000 150 10.524 to 0.0 2.000 0.0 H.2 116 1.24 0.862 0.0 24.000 0.0013 0.031 Vel = 0.68 H.2 116 0.0 1 Utr 2.0 10.000 150 10.555 to 0.0 2.000 0.0 H.1 116 1.24 0.862 0.0 12.000 0.0013 0.016 Vel = 0.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 DL SIGLER / KING - One Head Calculation (H.9) Date 9/30/2022 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.1 116 0.0 1 Utr 2.0 17.000 150 10.571 to 0.0 2.000 0.0 H.5 116 1.24 0.862 0.0 19.000 0.0013 0.024 Vel = 0.68 H.5 116 0.0 1 Utr 2.0 10.000 150 10.595 to 0.0 2.000 0.0 H.14 116 1.24 0.862 0.0 12.000 0.0013 0.016 Vel = 0.68 H.14 116 0.0 1 Utr 2.0 16.000 150 10.611 to 0.0 2.000 0.0 H.26 116 1.24 0.862 0.0 18.000 0.0013 0.023 Vel = 0.68 H.26 116 0.0 1 0.0 7.000 150 10.634 to 0.0 0.0 0.0 T.48 116 1.24 0.862 0.0 7.000 0.0013 0.009 Vel = 0.68 T.48 116 0.0 1 Utr 2.0 7.000 150 10.643 to 0.0 2.000 0.0 H.25 116 1.24 0.862 0.0 9.000 0.0013 0.012 Vel = 0.68 H.25 116 0.0 1 Utr 2.0 4.000 150 10.655 to 0.0 2.000 0.0 H.18 116 1.24 0.862 0.0 6.000 0.0013 0.008 Vel = 0.68 H.18 116 0.0 1 Utr 2.0 2.000 150 10.663 to 0.0 2.000 0.0 T.42 116 1.24 0.862 0.0 4.000 0.0012 0.005 Vel = 0.68 0.0 T.42 1.24 10.668 K Factor = 0.38 T.45 116 0.42 1 2Utb 34.0 16.000 150 10.644 to 0.0 28.000 3.465 T.53 108 0.42 0.862 0.0 44.000 0.0002 0.007 Vel = 0.23 T.53 T.56 116 to H.34 116 H.34 116 to H.27 116 H.27 116 to T.49 116 T.49 116 to H.33 116 H.33 116 to H.22 116 H.22 116 to T.40 116 0.0 0.42 1.30 1 0.0 2.000 0.0 0.0 1.3 0.862 0.0 2.000 0.0 1 Utr 2.0 10.000 0.0 2.000 1.3 0.862 0.0 12.000 0.0 1 Utr 2.0 2.000 0.0 2.000 1.3 0.862 0.0 4.000 0.0 1 0.0 10.000 0.0 0.0 1.3 0.862 0.0 10.000 0.0 1 Utr 2.0 10.000 0.0 2.000 1.3 0.862 0.0 12.000 0.0 1 Utr 2.0 12.000 0.0 2.000 1.3 0.862 0.0 14.000 14.116 K Factor = 0.11 150 10.728 0.0 0.0010 0.002 Vel = 0.71 150 10.730 0.0 0.0014 0.017 Vel = 0.71 150 10.747 0.0 0.0015 0.006 Vel = 0.71 150 10.753 0.0 0.0014 0.014 Vel = 0.71 150 10.767 0.0 0.0014 0.017 Vel = 0.71 150 10.784 0.0 0.0014 0.020 Vel = 0.71 T.40 116 0.51 1 Utr 2.0 11.000 150 10.804 to 0.0 2.000 0.0 H.13 116 1.81 0.862 0.0 13.000 0.0026 0.034 Vel = 1.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 10 DL SIGLER / KING - One Head Calculation (H.9) Date 9/30/2022 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.13 116 0.0 1 Utr 2.0 13.000 150 10.838 to 0.0 2.000 0.0 H.24 116 1.81 0.862 0.0 15.000 0.0027 0.040 Vel = 1.00 H.24 116 0.0 1 Utr 2.0 10.000 150 10.878 to 0.0 2.000 0.0 H.37 116 1.81 0.862 0.0 12.000 0.0026 0.031 Vel = 1.00 H.37 116 0.0 1 0.0 14.000 150 10.909 to 0.0 0.0 0.0 H.36 116 1.81 0.862 0.0 14.000 0.0026 0.037 Vel = 1.00 H.36 116 0.0 1 Utr 2.0 10.000 150 10.946 to 0.0 2.000 0.0 T.47 116 1.81 0.862 0.0 12.000 0.0027 0.032 Vel = 1.00 0.0 T.47 1.81 10.978 K Factor = 0.55 T.44 108 0.51 1 2Utb 34.0 15.000 150 14.258 to 0.0 28.000 -3.465 T.40 116 0.51 0.862 0.0 43.000 0.0003 0.011 Vel = 0.28 0.0 T.40 0.51 10.804 K Factor = 0.16 T.50 108 1.37 0.75 Utb 17.0 2.000 150 14.414 to Utr 2.0 19.000 0.0 H.28 108 1.37 0.671 0.0 21.000 0.0053 0.112 Vel = 1.24 H.28 108 0.0 0.75 Utr 2.0 2.000 150 14.526 to 0.0 2.000 0.0 T.52 108 1.37 0.671 0.0 4.000 0.0055 0.022 Vel = 1.24 0.0 T.52 1.37 14.548 K Factor = 0.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: ANOW DESIGN �ww�w��w�wwawwwrwwwwww�s�w�r�www� WASHINGTON STATE � CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS � E Libby Marie Babb i E 3791-0722-A Level R A-Pex Design Services, Inc. i APEXDDS782K5 111 �� Expkr s i 31gnatur DEC 31, az ; IrwwrMawwrrrr[rrrrrrrr�wwww�wwwa wwwisi A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name DL SIGLER / KING - Two Head Calculation (H.1 & H.2) Drawing RESIDENTIAL Location 131 SKYLINE DRIVE EDMONDS WA 98020 Remote Area 1 Contract 220930-01 Data File 220930-01 DL Sigler - King.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. DL SIGLER / KING - Two Head Calculation (H.1 & H.2) HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 9/30/2022 Name - DL SIGLER / KING Date - 9-30-2022 Location - EDMONDS WA 98020 Building - RESIDENTIAL System No. - 1 Contractor - PROKASH Contract No. - 220930-01 Calculated By - TAYLOR FAHEY 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: ( )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 26.0126 Psi Required 37.6 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) - 50 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. DL SIGLER / KING - Two Head Calculation (H.1 & H.2) Page 2 Date 9/30/2022 City Water Supply: Demand: C1 - Static Pressure 50 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.013 C2 - Residual Flow 500 D2 - System Pressure 37.604 Hose ( Demand ) D3 - System Demand : 26.013 Safety Margin 12.269 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 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. DL SIGLER / KING - Two Head Calculation (H.1 & H.2) Fitting Legend Abbrev. Name Page 3 Date 9/30/2022 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 DL SIGLER / KING - Two Head Calculation (H.1 & H.2) Date 9/30/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 50.0 20 500.0 49.873 26.01 37.604 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 116.0 4.9 7.04 13.0 H.5 116.0 8.69 H.14 116.0 9.73 H.26 116.0 11.29 T.48 116.0 11.89 H.25 116.0 12.67 H.18 116.0 13.19 T.42 116.0 13.54 T.39 108.0 17.65 H.10 108.0 17.86 T.44 108.0 18.13 T.50 108.0 18.46 T.52 108.0 18.74 H.30 108.0 18.81 H.29 108.0 19.0 H.17 108.0 19.6 H.23 108.0 19.83 T.46 108.0 20.0 T.55 108.0 20.62 T.57 108.0 21.07 S.1 104.0 23.68 MTR 100.0 32.29 STIR 100.0 37.6 H.2 116.0 4.9 7.05 13.01 H.6 116.0 9.85 H.7 116.0 11.71 T.41 116.0 12.99 T.43 108.0 17.45 H.21 108.0 17.53 H.20 108.0 17.68 H.31 108.0 17.85 T.53 108.0 17.89 T.54 108.0 18.1 H.32 108.0 18.66 T.58 108.0 19.33 H.38 108.0 19.52 H.15 116.0 13.24 H.16 116.0 13.62 T.45 116.0 14.09 H.12 116.0 14.01 H.19 116.0 14.39 T.47 116.0 14.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 DL SIGLER / KING - Two Head Calculation (H.1 & H.2) Date 9/30/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 108.0 17.48 H.9 108.0 17.52 H.3 108.0 17.57 HA 108.0 17.61 H.11 108.0 17.64 T.51 116.0 14.17 H.35 116.0 14.28 T.56 116.0 14.4 H.34 116.0 14.41 H.27 116.0 14.46 T.49 116.0 14.47 H.33 116.0 14.52 H.22 116.0 14.56 T.40 116.0 14.62 H.13 116.0 14.64 H.24 116.0 14.66 H.37 116.0 14.67 H.36 116.0 14.69 H.28 108.0 18.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 DL SIGLER / KING - Two Head Calculation (H.1 & H.2) Date 9/30/2022 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.1 116 4.90 11.97 1 Utr 2.0 17.000 150 7.040 to 0.0 2.000 0.0 H.5 116 11.97 0.862 0.0 19.000 0.0867 1.647 Vel = 6.58 H.5 116 0.0 1 Utr 2.0 10.000 150 8.687 to 0.0 2.000 0.0 H.14 116 11.97 0.862 0.0 12.000 0.0867 1.040 Vel = 6.58 H.14 116 0.0 1 Utr 2.0 16.000 150 9.727 to 0.0 2.000 0.0 H.26 116 11.97 0.862 0.0 18.000 0.0867 1.560 Vel = 6.58 H.26 116 0.0 1 0.0 7.000 150 11.287 to 0.0 0.0 0.0 T.48 116 11.97 0.862 0.0 7.000 0.0866 0.606 Vel = 6.58 T.48 116 0.0 1 Utr 2.0 7.000 150 11.893 to 0.0 2.000 0.0 H.25 116 11.97 0.862 0.0 9.000 0.0867 0.780 Vel = 6.58 H.25 116 0.0 1 Utr 2.0 4.000 150 12.673 to 0.0 2.000 0.0 H.18 116 11.97 0.862 0.0 6.000 0.0867 0.520 Vel = 6.58 H.18 116 0.0 1 Utr 2.0 2.000 150 13.193 to 0.0 2.000 0.0 T.42 116 11.97 0.862 0.0 4.000 0.0867 0.347 Vel = 6.58 T.42 116 -7.76 1 2Utb 34.0 23.000 150 13.540 to 0.0 28.000 3.465 T.39 108 4.21 0.862 0.0 51.000 0.0126 0.641 Vel = 2.31 T.39 108 1.80 1 Utr 2.0 7.000 150 17.646 to 0.0 2.000 0.0 H.10 108 6.01 0.862 0.0 9.000 0.0242 0.218 Vel = 3.30 H.10 108 0.0 1 Utr 2.0 9.000 150 17.864 to 0.0 2.000 0.0 T.44 108 6.01 0.862 0.0 11.000 0.0243 0.267 Vel = 3.30 T.44 108 1.09 1 Utr 2.0 8.000 150 18.131 to 0.0 2.000 0.0 T.50 108 7.1 0.862 0.0 10.000 0.0330 0.330 Vel = 3.90 T.50 108 -2.05 1 Utb 17.0 2.000 150 18.461 to 0.0 14.000 0.0 T.52 108 5.05 0.862 0.0 16.000 0.0176 0.281 Vel = 2.78 T.52 108 2.05 1 0.0 2.000 150 18.742 to 0.0 0.0 0.0 H.30 108 7.1 0.862 0.0 2.000 0.0330 0.066 Vel = 3.90 H.30 108 0.0 1 Utr 2.0 4.000 150 18.808 to 0.0 2.000 0.0 H.29 108 7.1 0.862 0.0 6.000 0.0328 0.197 Vel = 3.90 H.29 108 0.0 1 Utr 2.0 16.000 150 19.005 to 0.0 2.000 0.0 H.17 108 7.1 0.862 0.0 18.000 0.0330 0.594 Vel = 3.90 H.17 108 0.0 1 Utr 2.0 5.000 150 19.599 to 0.0 2.000 0.0 H.23 108 7.1 0.862 0.0 7.000 0.0330 0.231 Vel = 3.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 DL SIGLER / KING - Two Head Calculation (H.1 & H.2) Date 9/30/2022 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.23 108 0.0 1 Utr 2.0 3.000 150 19.830 to 0.0 2.000 0.0 T.46 108 7.1 0.862 0.0 5.000 0.0330 0.165 Vel = 3.90 T.46 108 0.0 1 Utb 17.0 5.000 150 19.995 to 0.0 14.000 0.0 T.55 108 7.1 0.862 0.0 19.000 0.0330 0.627 Vel = 3.90 T.55 108 9.94 1.5 Utr 2.0 14.000 150 20.622 to 0.0 2.000 0.0 T.57 108 17.04 1.244 0.0 16.000 0.0279 0.446 Vel = 4.50 T.57 108 8.97 1.5 T 3.443 11.000 150 21.068 to 0.0 3.443 1.732 S.1 104 26.01 1.244 0.0 14.443 0.0611 0.883 Vel = 6.87 S.1 104 0.0 1.5 2E 3.443 60.000 150 23.683 to 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 100 26.01 1.244 0.0 63.443 0.0610 3.873 Vel = 6.87 MTR 100 0.0 1 E 2.336 20.000 150 32.288 to T 5.841 9.345 0.0 STIR 100 26.01 0.995 G 1.168 29.345 0.1812 5.316 Vel = 10.73 0.0 STIR 26.01 37.604 K Factor = 4.24 H.1 116 1.03 1 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 H.2 116 1.03 0.862 0.0 12.000 0.0009 0.011 Vel = 0.57 H.2 116 4.90 13.01 1 Utr 2.0 22.000 150 7.051 to 0.0 2.000 0.0 H.6 116 14.04 0.862 0.0 24.000 0.1165 2.796 Vel = 7.72 H.6 116 0.0 1 Utr 2.0 14.000 150 9.847 to 0.0 2.000 0.0 H.7 116 14.04 0.862 0.0 16.000 0.1165 1.864 Vel = 7.72 H.7 116 0.0 1 Utr 2.0 9.000 150 11.711 to 0.0 2.000 0.0 T.41 116 14.04 0.862 0.0 11.000 0.1165 1.281 Vel = 7.72 T.41 116 -8.10 1 2Utb 34.0 14.000 150 12.992 to 0.0 28.000 3.465 T.43 108 5.94 0.862 0.0 42.000 0.0237 0.996 Vel = 3.27 T.43 108 -1.80 1 Utr 2.0 4.000 150 17.453 to 0.0 2.000 0.0 H.21 108 4.14 0.862 0.0 6.000 0.0122 0.073 Vel = 2.28 H.21 108 0.0 1 Utr 2.0 11.000 150 17.526 to 0.0 2.000 0.0 H.20 108 4.14 0.862 0.0 13.000 0.0121 0.157 Vel = 2.28 H.20 108 0.0 1 Utr 2.0 12.000 150 17.683 to 0.0 2.000 0.0 H.31 108 4.14 0.862 0.0 14.000 0.0122 0.171 Vel = 2.28 H.31 108 0.0 1 0.0 3.000 150 17.854 to 0.0 0.0 0.0 T.53 108 4.14 0.862 0.0 3.000 0.0120 0.036 Vel = 2.28 T.53 108 3.23 1 Utr 2.0 4.000 150 17.890 to 0.0 2.000 0.0 T.54 108 7.37 0.862 0.0 6.000 0.0353 0.212 Vel = 4.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 DL SIGLER / KING - Two Head Calculation (H.1 & H.2) Date 9/30/2022 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.54 108 2.57 1 Utr 2.0 7.000 150 18.102 to 0.0 2.000 0.0 H.32 108 9.94 0.862 0.0 9.000 0.0614 0.553 Vel = 5.46 H.32 108 0.0 1 Utr 2.0 9.000 150 18.655 to 0.0 2.000 0.0 T.58 108 9.94 0.862 0.0 11.000 0.0615 0.676 Vel = 5.46 T.58 108 0.0 1 0.0 3.000 150 19.331 to 0.0 0.0 0.0 H.38 108 9.94 0.862 0.0 3.000 0.0617 0.185 Vel = 5.46 H.38 108 0.0 1 Utb 17.0 2.000 150 19.516 to Utr 2.0 16.000 0.0 T.55 108 9.94 0.862 0.0 18.000 0.0614 1.106 Vel = 5.46 T.55 T.41 116 to H.15 116 H.15 116 to H.16 116 H.16 116 to T.45 116 T.45 116 to T.53 108 T.53 T.42 116 to H.12 116 H.12 116 to H.19 116 H.19 116 to T.47 116 T.47 116 to T.57 108 T.57 0.0 9.94 8.10 1 Utr 2.0 4.000 0.0 2.000 8.1 0.862 0.0 6.000 0.0 1 Utr 2.0 7.000 0.0 2.000 8.1 0.862 0.0 9.000 0.0 1 Utr 2.0 9.000 0.0 2.000 8.1 0.862 0.0 11.000 -4.87 1 2Utb 34.0 16.000 0.0 28.000 3.23 0.862 0.0 44.000 0.0 3.23 7.76 1 Utr 2.0 10.000 0.0 2.000 7.76 0.862 0.0 12.000 0.0 1 Utr 2.0 8.000 0.0 2.000 7.76 0.862 0.0 10.000 0.0 1 Utr 2.0 6.000 0.0 2.000 7.76 0.862 0.0 8.000 1.21 1 2Utb 34.0 29.000 0.0 28.000 8.97 0.862 0.0 57.000 0.0 8.97 20.622 K Factor = 2.19 150 12.992 0.0 0.0422 0.253 Vel = 4.45 150 13.245 0.0 0.0421 0.379 Vel = 4.45 150 13.624 0.0 0.0421 0.463 Vel = 4.45 150 14.087 3.465 0.0077 0.338 Vel = 1.78 17.890 K Factor = 0.76 150 13.540 0.0 0.0388 0.466 Vel = 4.27 150 14.006 0.0 0.0388 0.388 Vel = 4.27 150 14.394 0.0 0.0389 0.311 Vel = 4.27 150 14.705 3.465 0.0508 2.898 Vel = 4.93 21.068 K Factor = 1.95 T.43 108 1.80 1 Utr 2.0 9.000 150 17.453 to 0.0 2.000 0.0 H.8 108 1.8 0.862 0.0 11.000 0.0025 0.028 Vel = 0.99 H.8 108 0.0 1 Utr 2.0 14.000 150 17.481 to 0.0 2.000 0.0 H.9 108 1.8 0.862 0.0 16.000 0.0026 0.042 Vel = 0.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 DL SIGLER / KING - Two Head Calculation (H.1 & H.2) Date 9/30/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.9 108 0.0 1 Utr 2.0 17.000 150 17.523 to 0.0 2.000 0.0 H.3 108 1.8 0.862 0.0 19.000 0.0026 0.049 Vel = 0.99 H.3 108 0.0 1 Utr 2.0 11.000 150 17.572 to 0.0 2.000 0.0 HA 108 1.8 0.862 0.0 13.000 0.0026 0.034 Vel = 0.99 HA 108 0.0 1 Utr 2.0 9.000 150 17.606 to 0.0 2.000 0.0 H.11 108 1.8 0.862 0.0 11.000 0.0026 0.029 Vel = 0.99 HA 1 108 0.0 1 0.0 4.000 150 17.635 to 0.0 0.0 0.0 T.39 108 1.8 0.862 0.0 4.000 0.0028 0.011 Vel = 0.99 T.39 T.45 116 to T.51 116 T.51 116 to H.35 116 H.35 116 to T.56 116 T.56 116 to T.54 108 T.54 T.56 116 to H.34 116 H.34 116 to H.27 116 H.27 116 to T.49 116 T.49 116 to H.33 116 H.33 116 to H.22 116 H.22 116 to T.40 116 0.0 1.80 4.88 1 Utr 2.0 3.000 0.0 2.000 4.88 0.862 0.0 5.000 0.0 1 Utr 2.0 5.000 0.0 2.000 4.88 0.862 0.0 7.000 0.0 1 Utr 2.0 5.000 0.0 2.000 4.88 0.862 0.0 7.000 -2.31 1 2Utb 34.0 19.000 0.0 28.000 2.57 0.862 0.0 47.000 0.0 2.57 2.30 1 0.0 2.000 0.0 0.0 2.3 0.862 0.0 2.000 0.0 1 Utr 2.0 10.000 0.0 2.000 2.3 0.862 0.0 12.000 0.0 1 Utr 2.0 2.000 0.0 2.000 2.3 0.862 0.0 4.000 0.0 1 0.0 10.000 0.0 0.0 2.3 0.862 0.0 10.000 0.0 1 Utr 2.0 10.000 0.0 2.000 2.3 0.862 0.0 12.000 0.0 1 Utr 2.0 12.000 0.0 2.000 2.3 0.862 0.0 14.000 17.646 K Factor = 0.43 150 14.087 0.0 0.0166 0.083 Vel = 2.68 150 14.170 0.0 0.0164 0.115 Vel = 2.68 150 14.285 0.0 0.0164 0.115 Vel = 2.68 150 14.400 3.465 0.0050 0.237 Vel = 1.41 18.102 K Factor = 0.60 150 14.400 0.0 0.0040 0.008 Vel = 1.26 150 14.408 0.0 0.0042 0.050 Vel = 1.26 150 14.458 0.0 0.0040 0.016 Vel = 1.26 150 14.474 0.0 0.0041 0.041 Vel = 1.26 150 14.515 0.0 0.0041 0.049 Vel = 1.26 150 14.564 0.0 0.0041 0.058 Vel = 1.26 T.40 116 -1.21 1 2Utb 34.0 15.000 150 14.622 to 0.0 28.000 3.465 T.44 108 1.09 0.862 0.0 43.000 0.0010 0.044 Vel = 0.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. DL SIGLER / KING - Two Head Calculation (H.1 & H.2) Page 10 Date 9/30/2022 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.44 0.0 1.09 18.131 K Factor = 0.26 T.40 116 1.22 1 Utr 2.0 11.000 150 14.622 to 0.0 2.000 0.0 H.13 116 1.22 0.862 0.0 13.000 0.0012 0.016 Vel = 0.67 H.13 116 0.0 1 Utr 2.0 13.000 150 14.638 to 0.0 2.000 0.0 H.24 116 1.22 0.862 0.0 15.000 0.0013 0.019 Vel = 0.67 H.24 116 0.0 1 Utr 2.0 10.000 150 14.657 to 0.0 2.000 0.0 H.37 116 1.22 0.862 0.0 12.000 0.0012 0.015 Vel = 0.67 H.37 116 0.0 1 0.0 14.000 150 14.672 to 0.0 0.0 0.0 H.36 116 1.22 0.862 0.0 14.000 0.0013 0.018 Vel = 0.67 H.36 116 0.0 1 Utr 2.0 10.000 150 14.690 to 0.0 2.000 0.0 T.47 116 1.22 0.862 0.0 12.000 0.0012 0.015 Vel = 0.67 0.0 T.47 1.22 14.705 K Factor = 0.32 T.50 108 2.05 0.75 Utb 17.0 2.000 150 18.461 to Utr 2.0 19.000 0.0 H.28 108 2.05 0.671 0.0 21.000 0.0112 0.235 Vel = 1.86 H.28 108 0.0 0.75 Utr 2.0 2.000 150 18.696 to 0.0 2.000 0.0 T.52 108 2.05 0.671 0.0 4.000 0.0115 0.046 Vel = 1.86 0.0 T.52 2.05 18.742 K Factor = 0.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087