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FIR2023-0078+Calculations+8.25.2023_10.44.40_AM+3747546INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: Olrrrr>•rrrrrrrr�rrrrr�rirrrrrrrs� ■ WAS HINGTON STATE ■ j CERTIFICATE OF COMPETENCY so ■ FIRE PROTECTION SPRINKLER SYSTEMS ■ Libby Marie Babb ■ 3791-0722-A Level ■ A-Pex Design Services, Inc. ■ i APEXDDS782K5 i ■ ■ y■■■R rrrrr�r�rta�a+rr�r�ruc�rrrr��rExpr4a S0 6S1Snaa -----------------------------• RECEIVED WASHINGTON STATE • ', CERTIFICATE OF COMPETENCY ' FIRE PROTECTION SPRINKLER SYSTEMS ; Aug 25 2023 ONDS Donald Willard McCain • CIDEVELTVOFET ERVI 5151 0908 A LCV91 1 EPARTMENVICES • Rainier Custom Plumbing, Inc. RAINICPI lPC 0 L h � Expires: • ' Date 17�'1n FIR2023-0078 OWN DESIGN SE A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - One Head Calculation (H. Drawing RESIDENTIAL Location 23909 91ST PL W EDMONDS WA 98023 Remote Area 1 Contract 230817-08 Data File 230817-08 Bracketts Reserve Lot 2 Plan Aspen GL.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - One Head Calculation (H.35) Date 8/17/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - BRACKETTS RESERVE LOT 2 PLAN ASPEN GL Date - 08-17-2023 Location - EDMONDS WA 98023 Building - RESIDENTIAL System No. - 1 Contractor - RAINIER CUSTOM PLUMBING Contract No. - 230817-08 Calculated By - LEAH BOWMAN Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)l ( )2 ( )4 ( ) ( ) Other ( )Specific Ruling Made by Date Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12.03Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction Domestic Flow Added - 0 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model LL-RFC49 Elevation at Highest Outlet - 124 Feet Size 3/8 K-Factor 4.9 Note: Temperature Rating 155 Calculation Gpm Required 17 Psi Required 33.03 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 A-PEX Design Services Inc. BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - One Head Calculation (H.35) Page 2 Date 8/17/2023 City Water Supply: Demand: C1 - Static Pressure : 50 D1 - Elevation 10.394 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 33.026 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 16.916 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 40 D2 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW (NA 1.85) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. Page 3 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - One Head Calculation (H.35) Date 8/17/2023 Fitting Legend Abbrev. Name '/2 3/4 1 1'/4 1'/2 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - One Head Calculation (H.35) Date 8/17/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 50.0 20 500.0 49.942 17.0 33.026 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.35 124.0 4.9 12.03 17.0 0.05 324 H.29 124.0 13.19 T.53 124.0 13.39 T.50 124.0 13.63 T.57 116.0 17.98 H.27 116.0 18.11 H.22 116.0 18.2 T.48 116.0 18.24 T.54 108.0 22.42 T.55 108.0 22.71 T.49 108.0 22.83 S.1 104.0 25.34 MTR 100.0 31.56 STR 100.0 33.03 H.34 124.0 12.34 H.26 124.0 13.08 T.52 124.0 13.34 T.58 116.0 17.92 H.38 116.0 18.07 T.63 116.0 18.19 T.62 108.0 22.42 H.32 108.0 22.62 H.24 124.0 13.38 H.25 124.0 13.43 T.47 124.0 13.48 H.12 124.0 13.59 H.2 124.0 13.66 H.3 124.0 13.74 H.13 124.0 13.81 T.45 124.0 13.88 T.44 116.0 18.07 T.46 116.0 18.14 T.51 124.0 13.65 H.23 124.0 13.66 H.18 124.0 13.71 H.9 124.0 13.75 H.8 124.0 13.79 H.17 124.0 13.83 H.19 124.0 13.87 H.31 116.0 17.94 H.30 116.0 17.99 H.20 116.0 18.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - One Head Calculation (H.35) Date 8/17/2023 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.21 116.0 18.11 T.56 116.0 17.99 H.28 116.0 18.02 T.59 116.0 18.05 H.40 116.0 18.1 H.41 116.0 18.12 H.36 116.0 18.18 H.14 116.0 18.08 H.11 116.0 18.1 H.10 116.0 18.11 H.5 116.0 18.12 T.42 116.0 18.14 T.43 116.0 18.14 HA 116.0 18.16 H.7 116.0 18.18 H.6 116.0 18.19 H.15 116.0 18.2 H.16 116.0 18.22 H.1 116.0 18.14 H.33 108.0 22.42 T.60 108.0 22.42 T.61 108.0 22.42 H.39 108.0 22.42 H.37 108.0 22.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - One Head Calculation (H.35) Date 8/17/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.35 124 4.90 7.89 1 Utr 2.0 27.000 150 12.030 to 2.000 0.0 H.29 124 7.89 0.862 29.000 0.0401 1.162 Vel = 4.34 H.29 124 0.0 1 Utr 2.0 3.000 150 13.192 to 2.000 0.0 T.53 124 7.89 0.862 5.000 0.0400 0.200 Vel = 4.34 T.53 124 0.0 1 Utr 2.0 4.000 150 13.392 to 2.000 0.0 T.50 124 7.89 0.862 6.000 0.0400 0.240 Vel = 4.34 T.50 124 -2.17 1 2Utb 34.0 12.000 150 13.632 to 28.000 3.465 T.57 116 5.72 0.862 40.000 0.0221 0.884 Vel = 3.14 T.57 116 -2.04 1 Utr 2.0 11.000 150 17.981 to 2.000 0.0 H.27 116 3.68 0.862 13.000 0.0098 0.127 Vel = 2.02 H.27 116 0.0 1 Utr 2.0 8.000 150 18.108 to 2.000 0.0 H.22 116 3.68 0.862 10.000 0.0097 0.097 Vel = 2.02 H.22 116 0.0 1 Utr 2.0 1.000 150 18.205 to 2.000 0.0 T.48 116 3.68 0.862 3.000 0.0100 0.030 Vel = 2.02 T.48 116 1.23 1 2Utb 34.0 15.000 150 18.235 to 28.000 3.465 T.54 108 4.91 0.862 43.000 0.0167 0.717 Vel = 2.70 T.54 108 -0.35 1 Utb 17.0 4.000 150 22.417 to Utr 2.0 16.000 0.0 T.55 108 4.56 0.862 20.000 0.0146 0.291 Vel = 2.51 T.55 108 5.71 1.25 5.000 150 22.708 to 0.0 T.49 108 10.27 1.054 5.000 0.0246 0.123 Vel = 3.78 T.49 108 6.73 1.25 Utr 4.0 6.000 150 22.831 to T 2.44 6.440 1.732 S.1 104 17.0 1.054 12.440 0.0623 0.775 Vel = 6.25 S.1 104 0.0 1.5 2E 3.443 50.000 150 25.338 to 3.443 4.732 * * Fixed Loss = 3 MTR 100 17.0 1.244 53.443 0.0278 1.485 Vel = 4.49 MTR 100 0.0 1 E 3.022 11.000 150 31.555 to T 7.555 12.089 0.0 STR 100 17.0 1.049 G 1.511 23.089 0.0637 1.471 Vel = 6.31 0.0 STR 17.00 33.026 K Factor = 2.96 H.35 124 9.11 1 6.000 150 12.030 to 0.0 H.34 124 9.11 0.862 6.000 0.0523 0.314 Vel = 5.01 H.34 124 0.0 1 Utr 2.0 12.000 150 12.344 to 2.000 0.0 H.26 124 9.11 0.862 14.000 0.0523 0.732 Vel = 5.01 H.26 124 0.0 1 Utr 2.0 3.000 150 13.076 to 2.000 0.0 T.52 124 9.11 0.862 5.000 0.0522 0.261 Vel = 5.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 7 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - One Head Calculation (H.35) Date 8/17/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.52 124 -3.05 1 2Utb 34.0 17.423 150 13.337 to 28.000 3.465 T.58 116 6.06 0.862 45.423 0.0246 1.118 Vel = 3.33 T.58 116 -2.74 1 Utr 2.0 17.000 150 17.920 to 2.000 0.0 H.38 116 3.32 0.862 19.000 0.0081 0.153 Vel = 1.83 H.38 116 0.0 1 Utr 2.0 13.000 150 18.073 to 2.000 0.0 T.63 116 3.32 0.862 15.000 0.0081 0.121 Vel = 1.83 T.63 116 2.04 1 2Utb 34.0 11.000 150 18.194 to 28.000 3.465 T.62 108 5.36 0.862 39.000 0.0196 0.763 Vel = 2.95 T.62 108 0.34 1 Utr 2.0 7.000 150 22.422 to 2.000 0.0 H.32 108 5.7 0.862 9.000 0.0220 0.198 Vel = 3.13 H.32 108 0.0 1 Utr 2.0 2.000 150 22.620 to 2.000 0.0 T.55 108 5.7 0.862 4.000 0.0220 0.088 Vel = 3.13 0.0 T.55 5.70 22.708 K Factor = 1.20 T.52 124 3.05 1 Utr 2.0 4.000 150 13.337 to 2.000 0.0 H.24 124 3.05 0.862 6.000 0.0070 0.042 Vel = 1.68 H.24 124 0.0 1 7.000 150 13.379 to 0.0 H.25 124 3.05 0.862 7.000 0.0069 0.048 Vel = 1.68 H.25 124 0.0 1 Utr 2.0 5.000 150 13.427 to 2.000 0.0 T.47 124 3.05 0.862 7.000 0.0069 0.048 Vel = 1.68 T.47 124 0.0 1 Utr 2.0 14.000 150 13.475 to 2.000 0.0 H.12 124 3.05 0.862 16.000 0.0069 0.111 Vel = 1.68 H.12 124 0.0 1 Utr 2.0 9.000 150 13.586 to 2.000 0.0 H.2 124 3.05 0.862 11.000 0.0069 0.076 Vel = 1.68 H.2 124 0.0 1 Utr 2.0 9.000 150 13.662 to 2.000 0.0 H.3 124 3.05 0.862 11.000 0.0069 0.076 Vel = 1.68 H.3 124 0.0 1 Utr 2.0 9.000 150 13.738 to 2.000 0.0 H.13 124 3.05 0.862 11.000 0.0068 0.075 Vel = 1.68 H.13 124 0.0 1 Utr 2.0 8.000 150 13.813 to 2.000 0.0 T.45 124 3.05 0.862 10.000 0.0069 0.069 Vel = 1.68 T.45 124 2.17 1 2Utb 34.0 11.000 150 13.882 to 28.000 3.465 T.44 116 5.22 0.862 39.000 0.0186 0.727 Vel = 2.87 T.44 116 -1.24 1 Utr 2.0 4.000 150 18.074 to 2.000 0.0 T.46 116 3.98 0.862 6.000 0.0113 0.068 Vel = 2.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 8 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - One Head Calculation (H.35) Date 8/17/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.46 116 2.75 1 2Utb 34.0 13.000 150 18.142 to 28.000 3.465 T.49 108 6.73 0.862 41.000 0.0299 1.224 Vel = 3.70 0.0 T.49 6.73 22.831 K Factor = 1.41 T.50 124 2.17 1 Utr 2.0 3.000 150 13.632 to 2.000 0.0 T.51 124 2.17 0.862 5.000 0.0038 0.019 Vel = 1.19 T.51 124 0.0 1 Utr 2.0 1.000 150 13.651 to 2.000 0.0 H.23 124 2.17 0.862 3.000 0.0037 0.011 Vel = 1.19 H.23 124 0.0 1 Utr 2.0 10.000 150 13.662 to 2.000 0.0 H.18 124 2.17 0.862 12.000 0.0037 0.044 Vel = 1.19 H.18 124 0.0 1 Utr 2.0 9.000 150 13.706 to 2.000 0.0 H.9 124 2.17 0.862 11.000 0.0036 0.040 Vel = 1.19 H.9 124 0.0 1 Utr 2.0 10.000 150 13.746 to 2.000 0.0 H.8 124 2.17 0.862 12.000 0.0037 0.044 Vel = 1.19 H.8 124 0.0 1 Utr 2.0 9.000 150 13.790 to 2.000 0.0 H.17 124 2.17 0.862 11.000 0.0037 0.041 Vel = 1.19 H.17 124 0.0 1 Utr 2.0 9.000 150 13.831 to 2.000 0.0 H.19 124 2.17 0.862 11.000 0.0036 0.040 Vel = 1.19 H.19 124 0.0 1 3.000 150 13.871 to 0.0 T.45 124 2.17 0.862 3.000 0.0037 0.011 Vel = 1.19 0.0 T.45 2.17 13.882 K Factor = 0.58 T.58 116 2.75 1 Utr 2.0 1.000 150 17.920 to 2.000 0.0 H.31 116 2.75 0.862 3.000 0.0057 0.017 Vel = 1.51 H.31 116 0.0 1 9.000 150 17.937 to 0.0 H.30 116 2.75 0.862 9.000 0.0058 0.052 Vel = 1.51 H.30 116 0.0 1 Utr 2.0 9.000 150 17.989 to 2.000 0.0 H.20 116 2.75 0.862 11.000 0.0056 0.062 Vel = 1.51 H.20 116 0.0 1 Utr 2.0 9.000 150 18.051 to 2.000 0.0 H.21 116 2.75 0.862 11.000 0.0057 0.063 Vel = 1.51 H.21 116 0.0 1 5.000 150 18.114 to 0.0 T.46 116 2.75 0.862 5.000 0.0056 0.028 Vel = 1.51 0.0 T.46 2.75 18.142 K Factor = 0.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 9 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - One Head Calculation (H.35) Date 8/17/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.57 116 2.04 1 Utr 2.0 2.000 150 17.981 to 2.000 0.0 T.56 116 2.04 0.862 4.000 0.0032 0.013 Vel = 1.12 T.56 116 0.0 1 Utr 2.0 5.000 150 17.994 to 2.000 0.0 H.28 116 2.04 0.862 7.000 0.0033 0.023 Vel = 1.12 H.28 116 0.0 1 Utr 2.0 8.000 150 18.017 to 2.000 0.0 T.59 116 2.04 0.862 10.000 0.0033 0.033 Vel = 1.12 T.59 116 0.0 1 Utr 2.0 12.000 150 18.050 to 2.000 0.0 H.40 116 2.04 0.862 14.000 0.0033 0.046 Vel = 1.12 H.40 116 0.0 1 9.000 150 18.096 to 0.0 H.41 116 2.04 0.862 9.000 0.0032 0.029 Vel = 1.12 H.41 116 0.0 1 Utr 2.0 14.000 150 18.125 to 2.000 0.0 H.36 116 2.04 0.862 16.000 0.0033 0.053 Vel = 1.12 H.36 116 0.0 1 Utr 2.0 3.000 150 18.178 to 2.000 0.0 T.63 116 2.04 0.862 5.000 0.0032 0.016 Vel = 1.12 0.0 T.63 2.04 18.194 K Factor = 0.48 T.44 116 1.24 1 Utr 2.0 3.000 150 18.074 to 2.000 0.0 H.14 116 1.24 0.862 5.000 0.0014 0.007 Vel = 0.68 H.14 116 0.0 1 Utr 2.0 13.000 150 18.081 to 2.000 0.0 H.11 116 1.24 0.862 15.000 0.0013 0.019 Vel = 0.68 H.11 116 0.0 1 Utr 2.0 9.000 150 18.100 to 2.000 0.0 H.10 116 1.24 0.862 11.000 0.0014 0.015 Vel = 0.68 H.10 116 0.0 1 Utr 2.0 6.000 150 18.115 to 2.000 0.0 H.5 116 1.24 0.862 8.000 0.0012 0.010 Vel = 0.68 H.5 116 0.0 1 Utr 2.0 11.000 150 18.125 to 2.000 0.0 T.42 116 1.24 0.862 13.000 0.0013 0.017 Vel = 0.68 T.42 116 -0.14 1 Utr 2.0 1.000 150 18.142 to 2.000 0.0 T.43 116 1.1 0.862 3.000 0.0010 0.003 Vel = 0.60 T.43 116 0.14 1 Utr 2.0 10.000 150 18.145 to 2.000 0.0 HA 116 1.24 0.862 12.000 0.0013 0.016 Vel = 0.68 HA to H.7 116 116 0.0 1 Utr 2.0 1.24 0.862 9.000 2.000 11.000 150 0.0013 18.161 0.0 0.014 Vel = 0.68 H.7 116 0.0 1 Utr 2.0 10.000 150 18.175 to 2.000 0.0 H.6 116 1.24 0.862 12.000 0.0012 0.015 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 10 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - One Head Calculation (H.35) Date 8/17/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.6 116 0.0 1 Utr 2.0 9.000 150 18.190 to 2.000 0.0 H.15 116 1.24 0.862 11.000 0.0014 0.015 Vel = 0.68 H.15 116 0.0 1 Utr 2.0 10.000 150 18.205 to 2.000 0.0 H.16 116 1.24 0.862 12.000 0.0012 0.015 Vel = 0.68 H.16 116 0.0 1 Utr 2.0 9.000 150 18.220 to 2.000 0.0 T.48 116 1.24 0.862 11.000 0.0014 0.015 Vel = 0.68 0.0 T.48 1.24 18.235 K Factor = 0.29 T.42 116 0.14 0.75 Utb 17.0 2.000 150 18.142 to Utr 2.0 19.000 0.0 H.1 116 0.14 0.671 21.000 0.0001 0.002 Vel = 0.13 H.1 116 0.0 0.75 Utb 17.0 2.000 150 18.144 to 17.000 0.0 T.43 116 0.14 0.671 19.000 0.0001 0.001 Vel = 0.13 0.0 T.43 0.14 18.145 K Factor = 0.03 T.54 108 0.35 1 Utr 2.0 10.000 150 22.417 to 2.000 0.0 H.33 108 0.35 0.862 12.000 0.0002 0.002 Vel = 0.19 H.33 108 0.0 1 Utr 2.0 5.000 150 22.419 to 2.000 0.0 T.60 108 0.35 0.862 7.000 0.0001 0.001 Vel = 0.19 T.60 108 -0.04 1 Utr 2.0 1.000 150 22.420 to 2.000 0.0 T.61 108 0.31 0.862 3.000 0 0.0 Vel = 0.17 T.61 108 0.04 1 Utr 2.0 8.000 150 22.420 to 2.000 0.0 H.39 108 0.35 0.862 10.000 0.0001 0.001 Vel = 0.19 H.39 108 0.0 1 11.000 150 22.421 to 0.0 T.62 108 0.35 0.862 11.000 0.0001 0.001 Vel = 0.19 0.0 T.62 0.35 22.422 K Factor = 0.07 T.60 108 0.04 0.75 Utb 17.0 2.000 150 22.420 to 17.000 0.0 H.37 108 0.04 0.671 19.000 0 0.0 Vel = 0.04 H.37 108 0.0 0.75 Utb 17.0 2.000 150 22.420 to Utr 2.0 19.000 0.0 T.61 108 0.04 0.671 21.000 0 0.0 Vel = 0.04 0.0 T.61 0.04 22.420 K Factor = 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: NOW DESIGN On- SIERVI r WASHINGTON STATE ■ ■ j CERTIFICATE OF COMPETENCY r FIRE PROTECTION SPRINKLER SYSTEMS r i Libby Marie Babb ■ i 3791-0722-A Level r A-Pex Design Services, Inc. s r i APEXDDS782K5 i r r r Eaplr4m r ■ #IyeatuffA o■c 1,23 ■ A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - Twc Drawing RESIDENTIAL Location 23909 91ST PL W EDMONDS WA 98023 Remote Area 1 Contract 230817-08 Data File 230817-08 Bracketts Reserve Lot 2 Plan Aspen GL.wx2 H.12) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - Two Head Calculation (H.2 & H.12) Date 8/17/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - BRACKETTS RESERVE LOT 2 PLAN ASPEN GL Date - 08-17-2023 Location - EDMONDS WA 98023 Building - RESIDENTIAL System No. - 1 Contractor - RAINIER CUSTOM PLUMBING Contract No. - 230817-08 Calculated By - LEAH BOWMAN Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )l (X)2 ( )4 ( ) ( ) Other ( )Specific Ruling Made by Date Listed Flow at Start Point - 10 Gpm System Type Listed Pres. at Start Point - 11.11Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction Domestic Flow Added - 0 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model LL-RFC30 Elevation at Highest Outlet - 124 Feet Size 3/8 K-Factor 3 Note: Temperature Rating 155 Calculation Gpm Required 19.9996 Psi Required 34.87 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 A-PEX Design Services Inc. BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - Two Head Calculation (H.2 & H.12) Page 2 Date 8/17/2023 City Water Supply: Demand: C1 - Static Pressure : 50 D1 - Elevation 10.394 C2 - Residual Pressure: 20 D2 - System Flow : 20 C2 - Residual Flow 500 D2 - System Pressure 34.872 Hose ( Demand ) D3 - System Demand : 20 Safety Margin 15.050 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 40 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW ( N " 1.85 ) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. Page 3 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - Two Head Calculation (H.2 & H.12) Date 8/17/2023 Fitting Legend Abbrev. Name '/2 3/4 1 1'/4 1'/2 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - Two Head Calculation (H.2 & H.12) Date 8/17/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 50.0 20 500.0 49.922 20.0 34.872 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 124.0 3 11.11 10.0 0.05 196 T.47 124.0 12.04 H.25 124.0 12.45 H.24 124.0 12.86 T.52 124.0 13.21 T.58 116.0 17.98 H.38 116.0 18.2 T.63 116.0 18.37 T.62 108.0 22.83 H.32 108.0 23.09 T.55 108.0 23.2 T.49 108.0 23.37 S.1 104.0 26.14 MTR 100.0 32.88 STR 100.0 34.87 H.2 124.0 3 11.11 10.0 0.05 196 H.3 124.0 11.84 H.13 124.0 12.56 T.45 124.0 13.22 T.44 116.0 18.06 T.46 116.0 18.18 H.26 124.0 13.25 H.34 124.0 13.35 H.35 124.0 13.39 H.29 124.0 13.59 T.53 124.0 13.63 T.50 124.0 13.67 T.57 116.0 18.12 H.27 116.0 18.26 H.22 116.0 18.37 T.48 116.0 18.4 T.54 108.0 22.82 H.19 124.0 13.24 H.17 124.0 13.32 H.8 124.0 13.39 H.9 124.0 13.47 H.18 124.0 13.54 H.23 124.0 13.62 T.51 124.0 13.64 H.31 116.0 18.0 H.30 116.0 18.04 H.20 116.0 18.1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - Two Head Calculation (H.2 & H.12) Date 8/17/2023 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.21 116.0 18.16 H.14 116.0 18.07 H.11 116.0 18.11 H.10 116.0 18.14 H.5 116.0 18.17 T.42 116.0 18.2 T.43 116.0 18.21 HA 116.0 18.24 H.7 116.0 18.27 H.6 116.0 18.31 H.15 116.0 18.34 H.16 116.0 18.37 T.56 116.0 18.14 H.28 116.0 18.16 T.59 116.0 18.2 H.40 116.0 18.25 H.41 116.0 18.29 H.36 116.0 18.35 H.1 116.0 18.21 H.33 108.0 22.82 T.60 108.0 22.82 T.61 108.0 22.82 H.39 108.0 22.83 H.37 108.0 22.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - Two Head Calculation (H.2 & H.12) Date 8/17/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.12 124 3.00 9.67 1 Utr 2.0 14.000 150 11.110 to 2.000 0.0 T.47 124 9.67 0.862 16.000 0.0584 0.935 Vel = 5.32 T.47 124 0.0 1 Utr 2.0 5.000 150 12.045 to 2.000 0.0 H.25 124 9.67 0.862 7.000 0.0584 0.409 Vel = 5.32 H.25 124 0.0 1 7.000 150 12.454 to 0.0 H.24 124 9.67 0.862 7.000 0.0584 0.409 Vel = 5.32 H.24 124 0.0 1 Utr 2.0 4.000 150 12.863 to 2.000 0.0 T.52 124 9.67 0.862 6.000 0.0583 0.350 Vel = 5.32 T.52 124 -3.09 1 2Utb 34.0 17.423 150 13.213 to 28.000 3.465 T.58 116 6.58 0.862 45.423 0.0287 1.303 Vel = 3.62 T.58 116 -2.59 1 Utr 2.0 17.000 150 17.981 to 2.000 0.0 H.38 116 3.99 0.862 19.000 0.0114 0.216 Vel = 2.19 H.38 116 0.0 1 Utr 2.0 13.000 150 18.197 to 2.000 0.0 T.63 116 3.99 0.862 15.000 0.0113 0.170 Vel = 2.19 T.63 116 2.19 1 2Utb 34.0 11.000 150 18.367 to 28.000 3.465 T.62 108 6.18 0.862 39.000 0.0255 0.996 Vel = 3.40 T.62 108 0.44 1 Utr 2.0 7.000 150 22.828 to 2.000 0.0 H.32 108 6.62 0.862 9.000 0.0290 0.261 Vel = 3.64 H.32 108 0.0 1 Utr 2.0 2.000 150 23.089 to 2.000 0.0 T.55 108 6.62 0.862 4.000 0.0288 0.115 Vel = 3.64 T.55 108 5.30 1.25 5.000 150 23.204 to 0.0 T.49 108 11.92 1.054 5.000 0.0324 0.162 Vel = 4.38 T.49 108 8.08 1.25 Utr 4.0 6.000 150 23.366 to T 2.44 6.440 1.732 S.1 104 20.0 1.054 12.440 0.0842 1.047 Vel = 7.35 S.1 104 0.0 1.5 2E 3.443 50.000 150 26.145 to 3.443 4.732 * * Fixed Loss = 3 MTR 100 20.0 1.244 53.443 0.0376 2.007 Vel = 5.28 MTR 100 0.0 1 E 3.022 11.000 150 32.884 to T 7.555 12.089 0.0 STR 100 20.0 1.049 G 1.511 23.089 0.0861 1.988 Vel = 7.42 0.0 STR 20.00 34.872 K Factor = 3.39 H.12 124 0.33 1 Utr 2.0 9.000 150 11.110 to 2.000 0.0 H.2 124 0.33 0.862 11.000 0.0001 0.001 Vel = 0.18 H.2 124 3.00 10.00 1 Utr 2.0 9.000 150 11.111 to 2.000 0.0 H.3 124 10.33 0.862 11.000 0.0660 0.726 Vel = 5.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 7 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - Two Head Calculation (H.2 & H.12) Date 8/17/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.3 124 0.0 1 Utr 2.0 9.000 150 11.837 to 2.000 0.0 H.13 124 10.33 0.862 11.000 0.0660 0.726 Vel = 5.68 H.13 124 0.0 1 Utr 2.0 8.000 150 12.563 to 2.000 0.0 T.45 124 10.33 0.862 10.000 0.0660 0.660 Vel = 5.68 T.45 124 -2.98 1 2Utb 34.0 11.000 150 13.223 to 28.000 3.465 T.44 116 7.35 0.862 39.000 0.0352 1.371 Vel = 4.04 T.44 116 -1.86 1 Utr 2.0 4.000 150 18.059 to 2.000 0.0 T.46 116 5.49 0.862 6.000 0.0205 0.123 Vel = 3.02 T.46 116 2.59 1 2Utb 34.0 13.000 150 18.182 to 28.000 3.465 T.49 108 8.08 0.862 41.000 0.0419 1.719 Vel = 4.44 0.0 T.49 8.08 23.366 K Factor = 1.67 T.52 124 3.09 1 Utr 2.0 3.000 150 13.213 to 2.000 0.0 H.26 124 3.09 0.862 5.000 0.0070 0.035 Vel = 1.70 H.26 124 0.0 1 Utr 2.0 12.000 150 13.248 to 2.000 0.0 H.34 124 3.09 0.862 14.000 0.0071 0.099 Vel = 1.70 H.34 124 0.0 1 6.000 150 13.347 to 0.0 H.35 124 3.09 0.862 6.000 0.0072 0.043 Vel = 1.70 H.35 124 0.0 1 Utr 2.0 27.000 150 13.390 to 2.000 0.0 H.29 124 3.09 0.862 29.000 0.0070 0.204 Vel = 1.70 H.29 124 0.0 1 Utr 2.0 3.000 150 13.594 to 2.000 0.0 T.53 124 3.09 0.862 5.000 0.0072 0.036 Vel = 1.70 T.53 124 0.0 1 Utr 2.0 4.000 150 13.630 to 2.000 0.0 T.50 124 3.09 0.862 6.000 0.0070 0.042 Vel = 1.70 T.50 124 2.97 1 2Utb 34.0 12.000 150 13.672 to 28.000 3.465 T.57 116 6.06 0.862 40.000 0.0246 0.985 Vel = 3.33 T.57 116 -2.19 1 Utr 2.0 11.000 150 18.122 to 2.000 0.0 H.27 116 3.87 0.862 13.000 0.0108 0.140 Vel = 2.13 H.27 116 0.0 1 Utr 2.0 8.000 150 18.262 to 2.000 0.0 H.22 116 3.87 0.862 10.000 0.0107 0.107 Vel = 2.13 H.22 116 0.0 1 Utr 2.0 1.000 150 18.369 to 2.000 0.0 T.48 116 3.87 0.862 3.000 0.0107 0.032 Vel = 2.13 T.48 116 1.86 1 2Utb 34.0 15.000 150 18.401 to 28.000 3.465 T.54 108 5.73 0.862 43.000 0.0222 0.954 Vel = 3.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 8 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - Two Head Calculation (H.2 & H.12) Date 8/17/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.54 108 -0.43 1 Utb 17.0 4.000 150 22.820 to Utr 2.0 16.000 0.0 T.55 108 5.3 0.862 20.000 0.0192 0.384 Vel = 2.91 0.0 T.55 5.30 23.204 K Factor = 1.10 T.45 124 2.98 1 3.000 150 13.223 to 0.0 H.19 124 2.98 0.862 3.000 0.0063 0.019 Vel = 1.64 H.19 124 0.0 1 Utr 2.0 9.000 150 13.242 to 2.000 0.0 H.17 124 2.98 0.862 11.000 0.0066 0.073 Vel = 1.64 H.17 124 0.0 1 Utr 2.0 9.000 150 13.315 to 2.000 0.0 H.8 124 2.98 0.862 11.000 0.0066 0.073 Vel = 1.64 H.8 124 0.0 1 Utr 2.0 10.000 150 13.388 to 2.000 0.0 H.9 124 2.98 0.862 12.000 0.0066 0.079 Vel = 1.64 H.9 124 0.0 1 Utr 2.0 9.000 150 13.467 to 2.000 0.0 H.18 124 2.98 0.862 11.000 0.0066 0.073 Vel = 1.64 H.18 124 0.0 1 Utr 2.0 10.000 150 13.540 to 2.000 0.0 H.23 124 2.98 0.862 12.000 0.0066 0.079 Vel = 1.64 H.23 124 0.0 1 Utr 2.0 1.000 150 13.619 to 2.000 0.0 T.51 124 2.98 0.862 3.000 0.0067 0.020 Vel = 1.64 T.51 124 0.0 1 Utr 2.0 3.000 150 13.639 to 2.000 0.0 T.50 124 2.98 0.862 5.000 0.0066 0.033 Vel = 1.64 0.0 T.50 2.98 13.672 K Factor = 0.81 T.58 116 2.60 1 Utr 2.0 1.000 150 17.981 to 2.000 0.0 H.31 116 2.6 0.862 3.000 0.0053 0.016 Vel = 1.43 H.31 116 0.0 1 9.000 150 17.997 to 0.0 H.30 116 2.6 0.862 9.000 0.0051 0.046 Vel = 1.43 H.30 116 0.0 1 Utr 2.0 9.000 150 18.043 to 2.000 0.0 H.20 116 2.6 0.862 11.000 0.0052 0.057 Vel = 1.43 H.20 116 0.0 1 Utr 2.0 9.000 150 18.100 to 2.000 0.0 H.21 116 2.6 0.862 11.000 0.0051 0.056 Vel = 1.43 H.21 116 0.0 1 5.000 150 18.156 to 0.0 T.46 116 2.6 0.862 5.000 0.0052 0.026 Vel = 1.43 0.0 T.46 2.60 18.182 K Factor = 0.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 9 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - Two Head Calculation (H.2 & H.12) Date 8/17/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.44 116 1.86 1 Utr 2.0 3.000 150 18.059 to 2.000 0.0 H.14 116 1.86 0.862 5.000 0.0028 0.014 Vel = 1.02 H.14 116 0.0 1 Utr 2.0 13.000 150 18.073 to 2.000 0.0 H.11 116 1.86 0.862 15.000 0.0027 0.041 Vel = 1.02 H.11 116 0.0 1 Utr 2.0 9.000 150 18.114 to 2.000 0.0 H.10 116 1.86 0.862 11.000 0.0028 0.031 Vel = 1.02 H.10 116 0.0 1 Utr 2.0 6.000 150 18.145 to 2.000 0.0 H.5 116 1.86 0.862 8.000 0.0028 0.022 Vel = 1.02 H.5 116 0.0 1 Utr 2.0 11.000 150 18.167 to 2.000 0.0 T.42 116 1.86 0.862 13.000 0.0028 0.036 Vel = 1.02 T.42 116 -0.21 1 Utr 2.0 1.000 150 18.203 to 2.000 0.0 T.43 116 1.65 0.862 3.000 0.0023 0.007 Vel = 0.91 T.43 116 0.21 1 Utr 2.0 10.000 150 18.210 to 2.000 0.0 HA 116 1.86 0.862 12.000 0.0028 0.033 Vel = 1.02 HA 116 0.0 1 Utr 2.0 9.000 150 18.243 to 2.000 0.0 H.7 116 1.86 0.862 11.000 0.0028 0.031 Vel = 1.02 H.7 116 0.0 1 Utr 2.0 10.000 150 18.274 to 2.000 0.0 H.6 116 1.86 0.862 12.000 0.0028 0.033 Vel = 1.02 H.6 116 0.0 1 Utr 2.0 9.000 150 18.307 to 2.000 0.0 H.15 116 1.86 0.862 11.000 0.0027 0.030 Vel = 1.02 H.15 116 0.0 1 Utr 2.0 10.000 150 18.337 to 2.000 0.0 H.16 116 1.86 0.862 12.000 0.0028 0.034 Vel = 1.02 H.16 116 0.0 1 Utr 2.0 9.000 150 18.371 to 2.000 0.0 T.48 116 1.86 0.862 11.000 0.0027 0.030 Vel = 1.02 0.0 T.48 1.86 18.401 K Factor = 0.43 T.57 116 to T.56 116 T.56 116 to H.28 116 2.20 1 Utr 2.0 2.000 150 18.122 2.000 0.0 2.2 0.862 4.000 0.0040 0.016 Vel = 1.21 0.0 1 Utr 2.0 5.000 150 18.138 2.000 0.0 2.2 0.862 7.000 0.0037 0.026 Vel = 1.21 H.28 116 0.0 1 Utr 2.0 8.000 150 18.164 to 2.000 0.0 T.59 116 2.2 0.862 10.000 0.0038 0.038 Vel = 1.21 T.59 116 0.0 1 Utr 2.0 12.000 150 18.202 to 2.000 0.0 H.40 116 2.2 0.862 14.000 0.0037 0.052 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 BRACKETTS RESERVE LOT 2 PLAN ASPEN GL - Two Head Calculation (H.2 & H.12) Date 8/17/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.40 116 0.0 1 9.000 150 18.254 to 0.0 H.41 116 2.2 0.862 9.000 0.0038 0.034 Vel = 1.21 H.41 116 0.0 1 Utr 2.0 14.000 150 18.288 to 2.000 0.0 H.36 116 2.2 0.862 16.000 0.0038 0.060 Vel = 1.21 H.36 116 0.0 1 Utr 2.0 3.000 150 18.348 to 2.000 0.0 T.63 116 2.2 0.862 5.000 0.0038 0.019 Vel = 1.21 0.0 T.63 2.20 18.367 K Factor = 0.51 T.42 116 0.21 0.75 Utb 17.0 2.000 150 18.203 to Utr 2.0 19.000 0.0 H.1 116 0.21 0.671 21.000 0.0002 0.004 Vel = 0.19 H.1 116 0.0 0.75 Utb 17.0 2.000 150 18.207 to 17.000 0.0 T.43 116 0.21 0.671 19.000 0.0002 0.003 Vel = 0.19 0.0 T.43 0.21 18.210 K Factor = 0.05 T.54 108 0.43 1 Utr 2.0 10.000 150 22.820 to 2.000 0.0 H.33 108 0.43 0.862 12.000 0.0002 0.002 Vel = 0.24 H.33 108 0.0 1 Utr 2.0 5.000 150 22.822 to 2.000 0.0 T.60 108 0.43 0.862 7.000 0.0003 0.002 Vel = 0.24 T.60 108 -0.05 1 Utr 2.0 1.000 150 22.824 to 2.000 0.0 T.61 108 0.38 0.862 3.000 0 0.0 Vel = 0.21 T.61 108 0.05 1 Utr 2.0 8.000 150 22.824 to 2.000 0.0 H.39 108 0.43 0.862 10.000 0.0002 0.002 Vel = 0.24 H.39 108 0.0 1 11.000 150 22.826 to 0.0 T.62 108 0.43 0.862 11.000 0.0002 0.002 Vel = 0.24 0.0 T.62 0.43 22.828 K Factor = 0.09 T.60 108 0.05 0.75 Utb 17.0 2.000 150 22.824 to 17.000 0.0 H.37 108 0.05 0.671 19.000 0 0.0 Vel = 0.05 H.37 108 0.0 0.75 Utb 17.0 2.000 150 22.824 to Utr 2.0 19.000 0.0 T.61 108 0.05 0.671 21.000 0 0.0 Vel = 0.05 0.0 T.61 0.05 22.824 K Factor = 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087