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REVIEWED FIR2022-0081+Calculations+8.21.2022_1.02.30_PM+3063338INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: RECEIVED FIR2022-0081 Aug 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I V:kTjI XTAA01 BY CITY OF EDMONDS Now DESIGN SERA WASHINGTON STATE � ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS Libby Marie Babb i 3791-0722-A Level A-Pex Design Services, Inc. APEXDDS782K5 ■ ■ �ry i A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name HITCHENS RESIDENCE - One Head Calculation (H.19) Drawing RESIDENTIAL Location 17901 VISTA DEL MAR EDMONDS WA 98026 Remote Area 1 Contract 220816-40 Data File 220816-40 Hitchens Residence.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 HITCHENS RESIDENCE - One Head Calculation (H.19) Date 8/17/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - HITCHENS RESIDENCE Location - EDMONDS WA 98026 Building - RESIDENTIAL Contractor - NEWWAY Calculated By - TAYLOR FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 8-16-2022 System No. - 1 Contract No. - 220816-40 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 - 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 LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 116 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 13 Psi Required 26.22 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) - 85 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. HITCHENS RESIDENCE - One Head Calculation (H.19) Page 2 Date 8/17/2022 City Water Supply: Demand: C1 - Static Pressure 85 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 13.001 C2 - Residual Flow 500 D2 - System Pressure 26.221 Hose ( Demand ) D3 - System Demand : 13.001 Safety Margin 58.703 150 140 130 P 120 R 110 E 100 S 90 el S 80 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. HITCHENS RESIDENCE - One Head Calculation (H.19) Fitting Legend Abbrev. Name Page 3 Date 8/17/2022 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 HITCHENS RESIDENCE - One Head Calculation (H.19) Date 8/17/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 85.0 20 500.0 84.924 13.0 26.221 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.19 116.0 4.9 7.04 H.20 116.0 7.4 H.21 116.0 7.74 H.14 116.0 8.47 H.5 116.0 8.89 HA 116.0 9.26 T.57 116.0 9.48 T.59 108.0 13.49 H.10 108.0 13.54 H.15 108.0 13.63 T.61 108.0 13.64 T.56 108.0 14.04 H.1 108.0 14.35 H.11 108.0 14.64 H.26 108.0 15.15 H.22 108.0 15.47 H.31 108.0 15.74 H.39 108.0 16.1 H.45 108.0 16.54 H.36 108.0 16.83 T.63 108.0 17.32 S.1 104.0 19.28 MTR 100.0 24.75 STR 100.0 26.22 H.28 116.0 7.38 H.29 116.0 7.68 H.30 116.0 8.07 H.35 116.0 8.38 H.34 116.0 8.78 H.37 116.0 9.28 T.65 116.0 9.53 T.64 108.0 13.5 H.41 108.0 13.61 T.66 108.0 13.71 H.40 108.0 14.13 H.47 108.0 14.48 H.53 108.0 14.83 H.50 108.0 15.44 H.46 108.0 15.98 T.67 108.0 16.27 H.13 116.0 9.55 H.12 116.0 9.61 13.0 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 HITCHENS RESIDENCE - One Head Calculation (H.19) Date 8/17/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.60 116.0 9.66 H.7 116.0 9.7 H.6 116.0 9.77 T.58 116.0 9.79 H.16 116.0 9.95 T.62 116.0 9.97 H.42 116.0 9.58 H.43 116.0 9.62 H.44 116.0 9.71 H.51 116.0 9.78 H.55 116.0 9.83 H.54 116.0 9.88 H.49 116.0 9.93 T.69 116.0 9.98 H.23 116.0 9.97 H.38 116.0 9.97 H.48 116.0 9.98 T.68 116.0 9.98 H.52 116.0 9.98 H.9 108.0 13.49 H.3 108.0 13.49 H.2 108.0 13.5 H.8 108.0 13.5 H.17 108.0 13.5 H.18 108.0 13.5 H.27 108.0 13.5 H.25 108.0 13.5 H.24 108.0 13.5 H.32 108.0 13.5 H.33 108.0 13.5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 HITCHENS RESIDENCE - One Head Calculation (H.19) Date 8/17/2022 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.19 116 4.90 6.50 1 Utr 2.0 11.000 150 7.040 to 0.0 2.000 0.0 H.20 116 6.5 0.862 0.0 13.000 0.0281 0.365 Vel = 3.57 H.20 116 0.0 1 0.0 12.000 150 7.405 to 0.0 0.0 0.0 H.21 116 6.5 0.862 0.0 12.000 0.0280 0.336 Vel = 3.57 H.21 116 0.0 1 Utr 2.0 24.000 150 7.741 to 0.0 2.000 0.0 H.14 116 6.5 0.862 0.0 26.000 0.0281 0.730 Vel = 3.57 H.14 116 0.0 1 Utr 2.0 13.000 150 8.471 to 0.0 2.000 0.0 H.5 116 6.5 0.862 0.0 15.000 0.0280 0.420 Vel = 3.57 H.5 116 0.0 1 Utr 2.0 11.000 150 8.891 to 0.0 2.000 0.0 HA 116 6.5 0.862 0.0 13.000 0.0281 0.365 Vel = 3.57 HA 116 0.0 1 Utr 2.0 6.000 150 9.256 to 0.0 2.000 0.0 T.57 116 6.5 0.862 0.0 8.000 0.0280 0.224 Vel = 3.57 T.57 116 -2.82 1 2Utb 34.0 28.000 150 9.480 to 0.0 28.000 3.465 T.59 108 3.68 0.862 0.0 56.000 0.0098 0.549 Vel = 2.02 T.59 108 -0.18 1 Utr 2.0 3.000 150 13.494 to 0.0 2.000 0.0 H.10 108 3.5 0.862 0.0 5.000 0.0088 0.044 Vel = 1.92 H.10 108 0.0 1 Utr 2.0 8.000 150 13.538 to 0.0 2.000 0.0 H.15 108 3.5 0.862 0.0 10.000 0.0089 0.089 Vel = 1.92 H.15 108 0.0 1 0.0 2.000 150 13.627 to 0.0 0.0 0.0 T.61 108 3.5 0.862 0.0 2.000 0.0090 0.018 Vel = 1.92 T.61 108 2.52 1 Utr 2.0 14.000 150 13.645 to 0.0 2.000 0.0 T.56 108 6.02 0.862 0.0 16.000 0.0244 0.390 Vel = 3.31 T.56 108 to H.1 108 H.1 108 to H.11 108 H.11 108 to H.26 108 H.26 108 to H.22 108 H.22 108 to H.31 108 0.0 1 Utr 2.0 11.000 0.0 2.000 6.02 0.862 0.0 13.000 0.0 1 Utr 2.0 10.000 0.0 2.000 6.02 0.862 0.0 12.000 0.0 1 Utr 2.0 19.000 0.0 2.000 6.02 0.862 0.0 21.000 0.0 1 Utr 2.0 11.000 0.0 2.000 6.02 0.862 0.0 13.000 0.0 1 Utr 2.0 9.000 0.0 2.000 6.02 0.862 0.0 11.000 150 14.035 0.0 0.0243 0.316 Vel = 3.31 150 14.351 0.0 0.0243 0.292 Vel = 3.31 150 14.643 0.0 0.0243 0.511 Vel = 3.31 150 15.154 0.0 0.0243 0.316 Vel = 3.31 150 15.470 0.0 0.0244 0.268 Vel = 3.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 HITCHENS RESIDENCE - One Head Calculation (H.19) Date 8/17/2022 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.31 108 0.0 1 Utr 2.0 13.000 150 15.738 to 0.0 2.000 0.0 H.39 108 6.02 0.862 0.0 15.000 0.0243 0.365 Vel = 3.31 H.39 108 0.0 1 0.0 18.000 150 16.103 to 0.0 0.0 0.0 H.45 108 6.02 0.862 0.0 18.000 0.0243 0.438 Vel = 3.31 H.45 108 0.0 1 Utr 2.0 10.000 150 16.541 to 0.0 2.000 0.0 H.36 108 6.02 0.862 0.0 12.000 0.0243 0.292 Vel = 3.31 H.36 108 0.0 1 Utb 17.0 4.000 150 16.833 to Utr 2.0 16.000 0.0 T.63 108 6.02 0.862 0.0 20.000 0.0244 0.487 Vel = 3.31 T.63 108 6.98 1.5 T 3.443 10.000 150 17.320 to 0.0 3.443 1.732 S.1 104 13.0 1.244 0.0 13.443 0.0170 0.228 Vel = 3.43 S.1 104 0.0 1.5 2E 3.443 40.000 150 19.280 to 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 100 13.0 1.244 0.0 43.443 0.0169 0.736 Vel = 3.43 MTR 100 0.0 1 E 2.336 20.000 150 24.748 to T 5.841 9.345 0.0 STIR 100 13.0 0.995 G 1.168 29.345 0.0502 1.473 Vel = 5.36 0.0 STR 13.00 26.221 K Factor = 2.54 H.19 116 6.50 1 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 H.28 116 6.5 0.862 0.0 12.000 0.0280 0.336 Vel = 3.57 H.28 116 0.0 1 0.0 11.000 150 7.376 to 0.0 0.0 0.0 H.29 116 6.5 0.862 0.0 11.000 0.0280 0.308 Vel = 3.57 H.29 116 0.0 1 Utr 2.0 12.000 150 7.684 to 0.0 2.000 0.0 H.30 116 6.5 0.862 0.0 14.000 0.0279 0.391 Vel = 3.57 H.30 116 0.0 1 Utr 2.0 9.000 150 8.075 to 0.0 2.000 0.0 H.35 116 6.5 0.862 0.0 11.000 0.0280 0.308 Vel = 3.57 H.35 116 0.0 1 Utr 2.0 12.000 150 8.383 to 0.0 2.000 0.0 H.34 116 6.5 0.862 0.0 14.000 0.0280 0.392 Vel = 3.57 H.34 116 0.0 1 Utr 2.0 16.000 150 8.775 to 0.0 2.000 0.0 H.37 116 6.5 0.862 0.0 18.000 0.0279 0.503 Vel = 3.57 H.37 116 0.0 1 Utr 2.0 7.000 150 9.278 to 0.0 2.000 0.0 T.65 116 6.5 0.862 0.0 9.000 0.0280 0.252 Vel = 3.57 T.65 116 -2.49 1 2Utb 34.0 16.000 150 9.530 to 0.0 28.000 3.465 T.64 108 4.01 0.862 0.0 44.000 0.0115 0.505 Vel = 2.20 T.64 108 0.19 1 Utr 2.0 7.000 150 13.500 to 0.0 2.000 0.0 H.41 108 4.2 0.862 0.0 9.000 0.0124 0.112 Vel = 2.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 HITCHENS RESIDENCE - One Head Calculation (H.19) Date 8/17/2022 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.41 108 0.0 1 Utr 2.0 6.000 150 13.612 to 0.0 2.000 0.0 T.66 108 4.2 0.862 0.0 8.000 0.0125 0.100 Vel = 2.31 T.66 108 2.78 1 Utr 2.0 11.000 150 13.712 to 0.0 2.000 0.0 H.40 108 6.98 0.862 0.0 13.000 0.0319 0.415 Vel = 3.84 H.40 108 0.0 1 Utr 2.0 9.000 150 14.127 to 0.0 2.000 0.0 H.47 108 6.98 0.862 0.0 11.000 0.0319 0.351 Vel = 3.84 H.47 108 0.0 1 Utr 2.0 9.000 150 14.478 to 0.0 2.000 0.0 H.53 108 6.98 0.862 0.0 11.000 0.0320 0.352 Vel = 3.84 H.53 108 0.0 1 0.0 19.000 150 14.830 to 0.0 0.0 0.0 H.50 108 6.98 0.862 0.0 19.000 0.0319 0.606 Vel = 3.84 H.50 108 0.0 1 Utr 2.0 15.000 150 15.436 to 0.0 2.000 0.0 H.46 108 6.98 0.862 0.0 17.000 0.0319 0.543 Vel = 3.84 H.46 108 0.0 1 Utr 2.0 7.000 150 15.979 to 0.0 2.000 0.0 T.67 108 6.98 0.862 0.0 9.000 0.0319 0.287 Vel = 3.84 T.67 108 0.0 1 Utr 2.0 17.000 150 16.266 to Utb 17.0 16.000 0.0 T.63 108 6.98 0.862 0.0 33.000 0.0319 1.054 Vel = 3.84 0.0 T.63 6.98 17.320 K Factor = 1.68 T.57 116 2.82 1 Utr 2.0 10.000 150 9.480 to 0.0 2.000 0.0 H.13 116 2.82 0.862 0.0 12.000 0.0060 0.072 Vel = 1.55 H.13 116 0.0 1 0.0 9.000 150 9.552 to 0.0 0.0 0.0 H.12 116 2.82 0.862 0.0 9.000 0.0060 0.054 Vel = 1.55 H.12 116 0.0 1 Utr 2.0 7.000 150 9.606 to 0.0 2.000 0.0 T.60 116 2.82 0.862 0.0 9.000 0.0060 0.054 Vel = 1.55 T.60 116 0.0 1 Utr 2.0 5.000 150 9.660 to 0.0 2.000 0.0 H.7 116 2.82 0.862 0.0 7.000 0.0060 0.042 Vel = 1.55 H.7 116 0.0 1 Utr 2.0 9.000 150 9.702 to 0.0 2.000 0.0 H.6 116 2.82 0.862 0.0 11.000 0.0060 0.066 Vel = 1.55 H.6 116 0.0 1 Utr 2.0 2.000 150 9.768 to 0.0 2.000 0.0 T.58 116 2.82 0.862 0.0 4.000 0.0060 0.024 Vel = 1.55 T.58 116 0.0 1 Utr 2.0 24.000 150 9.792 to 0.0 2.000 0.0 H.16 116 2.82 0.862 0.0 26.000 0.0060 0.155 Vel = 1.55 H.16 116 0.0 1 Utr 2.0 2.000 150 9.947 to 0.0 2.000 0.0 T.62 116 2.82 0.862 0.0 4.000 0.0060 0.024 Vel = 1.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 HITCHENS RESIDENCE - One Head Calculation (H.19) Date 8/17/2022 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.62 116 -0.30 1 21Jtb 34.0 15.000 150 9.971 to 0.0 28.000 3.465 T.61 108 2.52 0.862 0.0 43.000 0.0049 0.209 Vel = 1.39 0.0 T.61 2.52 13.645 K Factor = 0.68 T.65 116 2.48 1 Utr 2.0 9.000 150 9.530 to 0.0 2.000 0.0 H.42 116 2.48 0.862 0.0 11.000 0.0047 0.052 Vel = 1.36 H.42 116 0.0 1 0.0 8.000 150 9.582 to 0.0 0.0 0.0 H.43 116 2.48 0.862 0.0 8.000 0.0048 0.038 Vel = 1.36 H.43 116 0.0 1 Utr 2.0 17.000 150 9.620 to 0.0 2.000 0.0 H.44 116 2.48 0.862 0.0 19.000 0.0047 0.090 Vel = 1.36 H.44 116 0.0 1 Utr 2.0 12.000 150 9.710 to 0.0 2.000 0.0 H.51 116 2.48 0.862 0.0 14.000 0.0047 0.066 Vel = 1.36 H.51 116 0.0 1 Utr 2.0 9.000 150 9.776 to 0.0 2.000 0.0 H.55 116 2.48 0.862 0.0 11.000 0.0047 0.052 Vel = 1.36 H.55 116 0.0 1 0.0 11.000 150 9.828 to 0.0 0.0 0.0 H.54 116 2.48 0.862 0.0 11.000 0.0047 0.052 Vel = 1.36 H.54 116 0.0 1 Utr 2.0 9.000 150 9.880 to 0.0 2.000 0.0 H.49 116 2.48 0.862 0.0 11.000 0.0047 0.052 Vel = 1.36 H.49 116 0.0 1 Utr 2.0 8.000 150 9.932 to 0.0 2.000 0.0 T.69 116 2.48 0.862 0.0 10.000 0.0047 0.047 Vel = 1.36 T.69 116 0.30 1 2Utb 34.0 18.000 150 9.979 to 0.0 28.000 3.465 T.66 108 2.78 0.862 0.0 46.000 0.0058 0.268 Vel = 1.53 0.0 T.66 2.78 13.712 K Factor = 0.75 T.62 116 0.30 1 Utr 2.0 10.000 150 9.971 to 0.0 2.000 0.0 H.23 116 0.3 0.862 0.0 12.000 0.0001 0.001 Vel = 0.16 H.23 116 0.0 1 Utr 2.0 21.000 150 9.972 to 0.0 2.000 0.0 H.38 116 0.3 0.862 0.0 23.000 0.0001 0.002 Vel = 0.16 H.38 116 0.0 1 Utr 2.0 15.000 150 9.974 to 0.0 2.000 0.0 H.48 116 0.3 0.862 0.0 17.000 0.0001 0.002 Vel = 0.16 H.48 116 0.0 1 Utr 2.0 4.000 150 9.976 to 0.0 2.000 0.0 T.68 116 0.3 0.862 0.0 6.000 0.0002 0.001 Vel = 0.16 T.68 116 0.0 1 Utr 2.0 12.000 150 9.977 to 0.0 2.000 0.0 H.52 116 0.3 0.862 0.0 14.000 0.0001 0.001 Vel = 0.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 10 HITCHENS RESIDENCE - One Head Calculation (H.19) Date 8/17/2022 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.52 116 0.0 1 0.0 11.000 150 9.978 to 0.0 0.0 0.0 T.69 116 0.3 0.862 0.0 11.000 0.0001 0.001 Vel = 0.16 0.0 T.69 0.30 9.979 K Factor = 0.09 T.59 108 0.18 1 0.0 10.000 150 13.494 to 0.0 0.0 0.0 H.9 108 0.18 0.862 0.0 10.000 0 0.0 Vel = 0.10 H.9 108 0.0 1 Utr 2.0 9.000 150 13.494 to 0.0 2.000 0.0 H.3 108 0.18 0.862 0.0 11.000 0 0.0 Vel = 0.10 H.3 108 0.0 1 Utr 2.0 14.000 150 13.494 to 0.0 2.000 0.0 H.2 108 0.18 0.862 0.0 16.000 0.0001 0.001 Vel = 0.10 H.2 108 0.0 1 Utr 2.0 9.000 150 13.495 to 0.0 2.000 0.0 H.8 108 0.18 0.862 0.0 11.000 0 0.0 Vel = 0.10 H.8 108 0.0 1 Utr 2.0 11.000 150 13.495 to 0.0 2.000 0.0 H.17 108 0.18 0.862 0.0 13.000 0.0001 0.001 Vel = 0.10 H.17 108 0.0 1 Utr 2.0 17.000 150 13.496 to 0.0 2.000 0.0 H.18 108 0.18 0.862 0.0 19.000 0.0001 0.001 Vel = 0.10 H.18 108 0.0 1 Utr 2.0 20.000 150 13.497 to 0.0 2.000 0.0 H.27 108 0.18 0.862 0.0 22.000 0 0.0 Vel = 0.10 H.27 108 0.0 1 Utr 2.0 11.000 150 13.497 to 0.0 2.000 0.0 H.25 108 0.18 0.862 0.0 13.000 0.0001 0.001 Vel = 0.10 H.25 108 0.0 1 Utr 2.0 17.000 150 13.498 to 0.0 2.000 0.0 H.24 108 0.18 0.862 0.0 19.000 0.0001 0.001 Vel = 0.10 H.24 108 0.0 1 Utr 2.0 9.000 150 13.499 to 0.0 2.000 0.0 H.32 108 0.18 0.862 0.0 11.000 0 0.0 Vel = 0.10 H.32 108 0.0 1 Utr 2.0 17.000 150 13.499 to 0.0 2.000 0.0 H.33 108 0.18 0.862 0.0 19.000 0.0001 0.001 Vel = 0.10 H.33 108 0.0 1 Utr 2.0 9.000 150 13.500 to 0.0 2.000 0.0 T.64 108 0.18 0.862 0.0 11.000 0 0.0 Vel = 0.10 0.0 T.64 0.18 13.500 K Factor = 0.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: ANOW DESIGN WASHINGTON STATE CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSiTIIMS Libby Marie Babb i 3791-0722-A Level M A-Pex Design Services, Inc. AP�XDDS782K5 ■ ■ ■ i .� Expgtis i � SiiQnatu n■c a�, az ; i�rrrr�rrrrrrrr��rrrw�rrrrrr rrr�i A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name HITCHENS RESIDENCE - Two Head Calculation (H.19 & H.28) Drawing RESIDENTIAL Location 17901 VISTA DEL MAR EDMONDS WA 98026 Remote Area 1 Contract 220816-40 Data File 220816-40 Hitchens Residence.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. HITCHENS RESIDENCE - Two Head Calculation (H.19 & H.28) HYDRAULIC DESIGN INFORMATION SHEET Name - HITCHENS RESIDENCE Date - 8-16-2022 Location - EDMONDS WA 98026 Building - RESIDENTIAL System No. - 1 Contractor - NEWWAY Contract No. - 220816-40 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 Page 1 Date 8/17/2022 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 LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 116 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.0042 Psi Required 49.7 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) - 85 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. HITCHENS RESIDENCE - Two Head Calculation (H.19 & H.28) Page 2 Date 8/17/2022 City Water Supply: Demand: C1 - Static Pressure 85 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.004 C2 - Residual Flow 500 D2 - System Pressure 49.695 Hose ( Demand ) D3 - System Demand : 26.004 Safety Margin 35.031 150 140 130 P 120 R 110 E 100 S 90 el S 80 U 70 R 60 D2 E 50 40 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW ( N 1 1.85 ) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. HITCHENS RESIDENCE - Two Head Calculation (H.19 & H.28) Fitting Legend Abbrev. Name Page 3 Date 8/17/2022 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 HITCHENS RESIDENCE - Two Head Calculation (H.19 & H.28) Date 8/17/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 85.0 20 500.0 84.726 26.0 49.695 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.19 116.0 4.9 7.04 13.0 H.20 116.0 8.28 H.21 116.0 9.42 H.14 116.0 11.9 H.5 116.0 13.33 HA 116.0 14.56 T.57 116.0 15.33 T.59 108.0 20.66 H.10 108.0 20.82 H.15 108.0 21.14 T.61 108.0 21.2 T.56 108.0 22.61 H.1 108.0 23.75 H.11 108.0 24.8 H.26 108.0 26.64 H.22 108.0 27.78 H.31 108.0 28.75 H.39 108.0 30.06 H.45 108.0 31.64 H.36 108.0 32.69 T.63 108.0 34.45 S.1 104.0 37.0 MTR 100.0 44.38 STR 100.0 49.7 H.28 116.0 4.9 7.04 13.0 H.29 116.0 8.22 H.30 116.0 9.72 H.35 116.0 10.89 H.34 116.0 12.39 H.37 116.0 14.31 T.65 116.0 15.28 T.64 108.0 20.66 H.41 108.0 21.07 T.66 108.0 21.43 H.40 108.0 22.93 H.47 108.0 24.19 H.53 108.0 25.46 H.50 108.0 27.65 H.46 108.0 29.61 T.67 108.0 30.64 H.42 116.0 15.48 H.43 116.0 15.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 HITCHENS RESIDENCE - Two Head Calculation (H.19 & H.28) Date 8/17/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.44 116.0 15.97 H.51 116.0 16.22 H.55 116.0 16.42 H.54 116.0 16.62 H.49 116.0 16.82 T.69 116.0 17.0 H.13 116.0 15.57 H.12 116.0 15.75 T.60 116.0 15.93 H.7 116.0 16.08 H.6 116.0 16.3 T.58 116.0 16.38 H.16 116.0 16.91 T.62 116.0 16.99 H.23 116.0 16.99 H.38 116.0 16.99 H.48 116.0 17.0 T.68 116.0 17.0 H.52 116.0 17.0 H.9 108.0 20.66 H.3 108.0 20.66 H.2 108.0 20.66 H.8 108.0 20.66 H.17 108.0 20.66 H.18 108.0 20.66 H.27 108.0 20.66 H.25 108.0 20.66 H.24 108.0 20.66 H.32 108.0 20.66 H.33 108.0 20.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 HITCHENS RESIDENCE - Two Head Calculation (H.19 & H.28) Date 8/17/2022 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.19 116 4.90 12.60 1 Utr 2.0 11.000 150 7.040 to 0.0 2.000 0.0 H.20 116 12.6 0.862 0.0 13.000 0.0952 1.238 Vel = 6.93 H.20 116 0.0 1 0.0 12.000 150 8.278 to 0.0 0.0 0.0 H.21 116 12.6 0.862 0.0 12.000 0.0952 1.143 Vel = 6.93 H.21 116 0.0 1 Utr 2.0 24.000 150 9.421 to 0.0 2.000 0.0 H.14 116 12.6 0.862 0.0 26.000 0.0953 2.477 Vel = 6.93 H.14 116 0.0 1 Utr 2.0 13.000 150 11.898 to 0.0 2.000 0.0 H.5 116 12.6 0.862 0.0 15.000 0.0952 1.428 Vel = 6.93 H.5 116 0.0 1 Utr 2.0 11.000 150 13.326 to 0.0 2.000 0.0 HA 116 12.6 0.862 0.0 13.000 0.0953 1.239 Vel = 6.93 HA 116 0.0 1 Utr 2.0 6.000 150 14.565 to 0.0 2.000 0.0 T.57 116 12.6 0.862 0.0 8.000 0.0952 0.762 Vel = 6.93 T.57 116 -5.46 1 2Utb 34.0 28.000 150 15.327 to 0.0 28.000 3.465 T.59 108 7.14 0.862 0.0 56.000 0.0333 1.867 Vel = 3.93 T.59 108 -0.14 1 Utr 2.0 3.000 150 20.659 to 0.0 2.000 0.0 H.10 108 7.0 0.862 0.0 5.000 0.0320 0.160 Vel = 3.85 H.10 108 0.0 1 Utr 2.0 8.000 150 20.819 to 0.0 2.000 0.0 H.15 108 7.0 0.862 0.0 10.000 0.0322 0.322 Vel = 3.85 H.15 108 0.0 1 0.0 2.000 150 21.141 to 0.0 0.0 0.0 T.61 108 7.0 0.862 0.0 2.000 0.0320 0.064 Vel = 3.85 T.61 108 5.04 1 Utr 2.0 14.000 150 21.205 to 0.0 2.000 0.0 T.56 108 12.04 0.862 0.0 16.000 0.0877 1.403 Vel = 6.62 T.56 108 0.0 1 Utr 2.0 11.000 150 22.608 to 0.0 2.000 0.0 H.1 108 12.04 0.862 0.0 13.000 0.0877 1.140 Vel = 6.62 H.1 108 0.0 1 Utr 2.0 10.000 150 23.748 to 0.0 2.000 0.0 H.11 108 12.04 0.862 0.0 12.000 0.0877 1.052 Vel = 6.62 H.11 108 0.0 1 Utr 2.0 19.000 150 24.800 to 0.0 2.000 0.0 H.26 108 12.04 0.862 0.0 21.000 0.0877 1.842 Vel = 6.62 H.26 108 0.0 1 Utr 2.0 11.000 150 26.642 to 0.0 2.000 0.0 H.22 108 12.04 0.862 0.0 13.000 0.0877 1.140 Vel = 6.62 H.22 108 0.0 1 Utr 2.0 9.000 150 27.782 to 0.0 2.000 0.0 H.31 108 12.04 0.862 0.0 11.000 0.0876 0.964 Vel = 6.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 HITCHENS RESIDENCE - Two Head Calculation (H.19 & H.28) Date 8/17/2022 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.31 108 0.0 1 Utr 2.0 13.000 150 28.746 to 0.0 2.000 0.0 H.39 108 12.04 0.862 0.0 15.000 0.0877 1.316 Vel = 6.62 H.39 108 0.0 1 0.0 18.000 150 30.062 to 0.0 0.0 0.0 H.45 108 12.04 0.862 0.0 18.000 0.0877 1.578 Vel = 6.62 H.45 108 0.0 1 Utr 2.0 10.000 150 31.640 to 0.0 2.000 0.0 H.36 108 12.04 0.862 0.0 12.000 0.0877 1.052 Vel = 6.62 H.36 108 0.0 1 Utb 17.0 4.000 150 32.692 to Utr 2.0 16.000 0.0 T.63 108 12.04 0.862 0.0 20.000 0.0877 1.754 Vel = 6.62 T.63 108 13.96 1.5 T 3.443 10.000 150 34.446 to 0.0 3.443 1.732 S.1 104 26.0 1.244 0.0 13.443 0.0611 0.821 Vel = 6.86 S.1 104 0.0 1.5 2E 3.443 40.000 150 36.999 to 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 100 26.0 1.244 0.0 43.443 0.0610 2.651 Vel = 6.86 MTR 100 0.0 1 E 2.336 20.000 150 44.382 to T 5.841 9.345 0.0 STIR 100 26.0 0.995 G 1.168 29.345 0.1811 5.313 Vel = 10.73 0.0 STR 26.00 49.695 K Factor = 3.69 H.19 116 0.40 1 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 H.28 116 0.4 0.862 0.0 12.000 0.0002 0.002 Vel = 0.22 H.28 116 4.90 13.01 1 0.0 11.000 150 7.042 to 0.0 0.0 0.0 H.29 116 13.41 0.862 0.0 11.000 0.1069 1.176 Vel = 7.37 H.29 116 0.0 1 Utr 2.0 12.000 150 8.218 to 0.0 2.000 0.0 H.30 116 13.41 0.862 0.0 14.000 0.1069 1.497 Vel = 7.37 H.30 116 0.0 1 Utr 2.0 9.000 150 9.715 to 0.0 2.000 0.0 H.35 116 13.41 0.862 0.0 11.000 0.1069 1.176 Vel = 7.37 H.35 116 0.0 1 Utr 2.0 12.000 150 10.891 to 0.0 2.000 0.0 H.34 116 13.41 0.862 0.0 14.000 0.1069 1.497 Vel = 7.37 H.34 116 0.0 1 Utr 2.0 16.000 150 12.388 to 0.0 2.000 0.0 H.37 116 13.41 0.862 0.0 18.000 0.1069 1.925 Vel = 7.37 H.37 116 0.0 1 Utr 2.0 7.000 150 14.313 to 0.0 2.000 0.0 T.65 116 13.41 0.862 0.0 9.000 0.1070 0.963 Vel = 7.37 T.65 116 -5.15 1 2Utb 34.0 16.000 150 15.276 to 0.0 28.000 3.465 T.64 108 8.26 0.862 0.0 44.000 0.0437 1.922 Vel = 4.54 T.64 108 0.15 1 Utr 2.0 7.000 150 20.663 to 0.0 2.000 0.0 H.41 108 8.41 0.862 0.0 9.000 0.0450 0.405 Vel = 4.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 HITCHENS RESIDENCE - Two Head Calculation (H.19 & H.28) Date 8/17/2022 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.41 108 0.0 1 Utr 2.0 6.000 150 21.068 to 0.0 2.000 0.0 T.66 108 8.41 0.862 0.0 8.000 0.0451 0.361 Vel = 4.62 T.66 108 5.55 1 Utr 2.0 11.000 150 21.429 to 0.0 2.000 0.0 H.40 108 13.96 0.862 0.0 13.000 0.1152 1.497 Vel = 7.67 H.40 108 0.0 1 Utr 2.0 9.000 150 22.926 to 0.0 2.000 0.0 H.47 108 13.96 0.862 0.0 11.000 0.1153 1.268 Vel = 7.67 H.47 108 0.0 1 Utr 2.0 9.000 150 24.194 to 0.0 2.000 0.0 H.53 108 13.96 0.862 0.0 11.000 0.1152 1.267 Vel = 7.67 H.53 108 0.0 1 0.0 19.000 150 25.461 to 0.0 0.0 0.0 H.50 108 13.96 0.862 0.0 19.000 0.1152 2.189 Vel = 7.67 H.50 108 0.0 1 Utr 2.0 15.000 150 27.650 to 0.0 2.000 0.0 H.46 108 13.96 0.862 0.0 17.000 0.1152 1.958 Vel = 7.67 H.46 108 0.0 1 Utr 2.0 7.000 150 29.608 to 0.0 2.000 0.0 T.67 108 13.96 0.862 0.0 9.000 0.1152 1.037 Vel = 7.67 T.67 108 0.0 1 Utr 2.0 17.000 150 30.645 to Utb 17.0 16.000 0.0 T.63 108 13.96 0.862 0.0 33.000 0.1152 3.801 Vel = 7.67 0.0 T.63 13.96 34.446 K Factor = 2.38 T.65 116 5.14 1 Utr 2.0 9.000 150 15.276 to 0.0 2.000 0.0 H.42 116 5.14 0.862 0.0 11.000 0.0181 0.199 Vel = 2.83 H.42 116 0.0 1 0.0 8.000 150 15.475 to 0.0 0.0 0.0 H.43 116 5.14 0.862 0.0 8.000 0.0182 0.146 Vel = 2.83 H.43 116 0.0 1 Utr 2.0 17.000 150 15.621 to 0.0 2.000 0.0 H.44 116 5.14 0.862 0.0 19.000 0.0182 0.345 Vel = 2.83 H.44 116 0.0 1 Utr 2.0 12.000 150 15.966 to 0.0 2.000 0.0 H.51 116 5.14 0.862 0.0 14.000 0.0181 0.254 Vel = 2.83 H.51 116 0.0 1 Utr 2.0 9.000 150 16.220 to 0.0 2.000 0.0 H.55 116 5.14 0.862 0.0 11.000 0.0182 0.200 Vel = 2.83 H.55 116 0.0 1 0.0 11.000 150 16.420 to 0.0 0.0 0.0 H.54 116 5.14 0.862 0.0 11.000 0.0182 0.200 Vel = 2.83 H.54 116 0.0 1 Utr 2.0 9.000 150 16.620 to 0.0 2.000 0.0 H.49 116 5.14 0.862 0.0 11.000 0.0181 0.199 Vel = 2.83 H.49 116 0.0 1 Utr 2.0 8.000 150 16.819 to 0.0 2.000 0.0 T.69 116 5.14 0.862 0.0 10.000 0.0182 0.182 Vel = 2.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. HITCHENS RESIDENCE - Two Head Calculation (H.19 & H.28) Page 9 Date 8/17/2022 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.69 116 to T.66 108 0.41 1 2Utb 34.0 18.000 0.0 28.000 5.55 0.862 0.0 46.000 150 17.001 3.465 0.0209 0.963 Vel = 3.05 0.0 T.66 5.55 21.429 K Factor = 1.20 T.57 116 to H.13 116 H.13 116 to H.12 116 H.12 116 to T.60 116 T.60 116 to H.7 116 H.7 116 to H.6 116 H.6 116 to T.58 116 T.58 116 to H.16 116 5.45 1 Utr 2.0 10.000 0.0 2.000 5.45 0.862 0.0 12.000 0.0 1 0.0 9.000 0.0 0.0 5.45 0.862 0.0 9.000 0.0 1 Utr 2.0 7.000 0.0 2.000 5.45 0.862 0.0 9.000 0.0 1 Utr 2.0 5.000 0.0 2.000 5.45 0.862 0.0 7.000 0.0 1 Utr 2.0 9.000 0.0 2.000 5.45 0.862 0.0 11.000 0.0 1 Utr 2.0 2.000 0.0 2.000 5.45 0.862 0.0 4.000 0.0 1 Utr 2.0 24.000 0.0 2.000 5.45 0.862 0.0 26.000 150 15.327 0.0 0.0202 0.243 Vel = 3.00 150 15.570 0.0 0.0202 0.182 Vel = 3.00 150 15.752 0.0 0.0202 0.182 Vel = 3.00 150 15.934 0.0 0.0203 0.142 Vel = 3.00 150 16.076 0.0 0.0203 0.223 Vel = 3.00 150 16.299 0.0 0.0202 0.081 Vel = 3.00 150 16.380 0.0 0.0202 0.526 Vel = 3.00 H.16 116 0.0 1 Utr 2.0 2.000 150 16.906 to 0.0 2.000 0.0 T.62 116 5.45 0.862 0.0 4.000 0.0202 0.081 Vel = 3.00 T.62 116 -0.41 1 2Utb 34.0 15.000 150 16.987 to 0.0 28.000 3.465 T.61 108 5.04 0.862 0.0 43.000 0.0175 0.753 Vel = 2.77 T.61 T.62 116 to H.23 116 H.23 116 to H.38 116 H.38 116 to H.48 116 H.48 116 to T.68 116 0.0 5.04 0.41 1 Utr 2.0 10.000 0.0 2.000 0.41 0.862 0.0 12.000 0.0 1 Utr 2.0 21.000 0.0 2.000 0.41 0.862 0.0 23.000 0.0 1 Utr 2.0 15.000 0.0 2.000 0.41 0.862 0.0 17.000 0.0 1 Utr 2.0 4.000 0.0 2.000 0.41 0.862 0.0 6.000 21.205 K Factor = 1.09 150 16.987 0.0 0.0002 0.002 Vel = 0.23 150 16.989 0.0 0.0002 0.004 Vel = 0.23 150 16.993 0.0 0.0002 0.003 Vel = 0.23 150 16.996 0.0 0.0002 0.001 Vel = 0.23 T.68 116 0.0 1 Utr 2.0 12.000 150 16.997 to 0.0 2.000 0.0 H.52 116 0.41 0.862 0.0 14.000 0.0001 0.002 Vel = 0.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. HITCHENS RESIDENCE - Two Head Calculation (H.19 & H.28) Page 10 Date 8/17/2022 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.52 116 0.0 1 0.0 11.000 150 16.999 to 0.0 0.0 0.0 T.69 116 0.41 0.862 0.0 11.000 0.0002 0.002 Vel = 0.23 0.0 T.69 0.41 17.001 K Factor = 0.10 T.59 108 0.14 1 0.0 10.000 150 20.659 to 0.0 0.0 0.0 H.9 108 0.14 0.862 0.0 10.000 0 0.0 Vel = 0.08 H.9 108 0.0 1 Utr 2.0 9.000 150 20.659 to 0.0 2.000 0.0 H.3 108 0.14 0.862 0.0 11.000 0 0.0 Vel = 0.08 H.3 108 0.0 1 Utr 2.0 14.000 150 20.659 to 0.0 2.000 0.0 H.2 108 0.14 0.862 0.0 16.000 0.0001 0.001 Vel = 0.08 H.2 108 0.0 1 Utr 2.0 9.000 150 20.660 to 0.0 2.000 0.0 H.8 108 0.14 0.862 0.0 11.000 0 0.0 Vel = 0.08 H.8 108 0.0 1 Utr 2.0 11.000 150 20.660 to 0.0 2.000 0.0 H.17 108 0.14 0.862 0.0 13.000 0 0.0 Vel = 0.08 H.17 108 0.0 1 Utr 2.0 17.000 150 20.660 to 0.0 2.000 0.0 H.18 108 0.14 0.862 0.0 19.000 0 0.0 Vel = 0.08 H.18 108 0.0 1 Utr 2.0 20.000 150 20.660 to 0.0 2.000 0.0 H.27 108 0.14 0.862 0.0 22.000 0 0.001 Vel = 0.08 H.27 108 0.0 1 Utr 2.0 11.000 150 20.661 to 0.0 2.000 0.0 H.25 108 0.14 0.862 0.0 13.000 0 0.0 Vel = 0.08 H.25 108 0.0 1 Utr 2.0 17.000 150 20.661 to 0.0 2.000 0.0 H.24 108 0.14 0.862 0.0 19.000 0.0001 0.001 Vel = 0.08 H.24 108 0.0 1 Utr 2.0 9.000 150 20.662 to 0.0 2.000 0.0 H.32 108 0.14 0.862 0.0 11.000 0 0.0 Vel = 0.08 H.32 108 0.0 1 Utr 2.0 17.000 150 20.662 to 0.0 2.000 0.0 H.33 108 0.14 0.862 0.0 19.000 0 0.0 Vel = 0.08 H.33 108 0.0 1 Utr 2.0 9.000 150 20.662 to 0.0 2.000 0.0 T.64 108 0.14 0.862 0.0 11.000 0.0001 0.001 Vel = 0.08 0.0 T.64 0.14 20.663 K Factor = 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087