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FIR2023-0104+Calculations+10.27.2023_1.14.17_PM+3866414INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP �rrrr�sa�rrrrrrr�rrrrrrrirrrrrr�� ■ WAENINGTON STATE RECEIVED■ CERTIFICATE OF COMPETENCY FIR2023-0104 FIRE PROTECTION SPRINKLER SYSTEMS ■ ; Oct 31 2023 5 Libby Marie Babb CITY OFEDMONDS ■ 3791-0722-A Level ■ DEVELOPMENT SERVICES ■ A-Pex Design Services, Inc. DEPARTMENT ■ ■ APEXDDS782K5 ■ ■ ■ ExpkV* j ign - age 31,aa �rlrllrr�ir��A���rlr�i�rr�rr rirrr■ ANOW DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name ED25 LOT 2 PLAN 3110 - One Head Calculation (H.27) Drawing RESIDENTIAL Location 8929 220TH ST SW EDMONDS WA 98026 Remote Area 1 Contract 231018-06 Data File 231018-06 ED25 Lot 2 8929 220th St SW Plan 3110.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 ED25 LOT 2 PLAN 3110 - One Head Calculation (H.27) Date 10/18/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - ED25 LOT 2 PLAN 3110 Location - EDMONDS WA 98026 Building - RESIDENTIAL Contractor - NW CUSTOM PLUMBING Calculated By - TAYLOR FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 10-18-23 System No. - 1 Contract No. - 231018-06 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 32.23 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. ED25 LOT 2 PLAN 3110 - One Head Calculation (H.27) Page 2 Date 10/18/2023 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 32.231 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 37.673 150 140 130 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. ED25 LOT 2 PLAN 3110 - One Head Calculation (H.27) Fitting Legend Abbrev. Name Page 3 Date 10/18/2023 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 ED25 LOT 2 PLAN 3110 - One Head Calculation (H.27) Date 10/18/2023 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 32.231 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.27 116.0 4.9 12.03 H.22 116.0 12.92 T.38 116.0 13.28 H.13 116.0 13.57 H.19 116.0 13.87 H.12 116.0 14.88 T.35 116.0 15.12 T.31 108.0 20.06 H.9 108.0 20.32 T.39 108.0 22.2 S.1 104.0 24.25 MTR 100.0 30.22 STIR 100.0 32.23 H.24 116.0 12.44 H.30 116.0 12.89 H.29 116.0 13.3 H.25 116.0 13.74 H.18 116.0 14.22 H.26 116.0 14.84 H.23 116.0 15.25 T.41 116.0 15.38 T.40 108.0 19.73 H.28 108.0 20.03 H.21 108.0 21.42 H.20 108.0 21.75 HA 116.0 15.16 H.1 116.0 15.23 H.3 116.0 15.36 H.6 116.0 15.44 T.33 116.0 15.47 H.5 116.0 15.49 T.32 116.0 15.52 T.34 108.0 19.65 H.8 108.0 19.7 H.7 108.0 19.79 H.2 108.0 19.98 H.17 116.0 15.42 H.16 116.0 15.44 T.36 116.0 15.46 H.11 116.0 15.49 H.10 108.0 19.66 T.37 108.0 19.69 17.0 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 ED25 LOT 2 PLAN 3110 - One Head Calculation (H.27) Date 10/18/2023 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 108.0 19.7 H.14 108.0 19.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 ED25 LOT 2 PLAN 3110 - One Head Calculation (H.27) Date 10/18/2023 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.27 116 4.90 9.75 1 Utr 2.0 13.000 150 12.030 to 0.0 2.000 0.0 H.22 116 9.75 0.862 0.0 15.000 0.0593 0.890 Vel = 5.36 H.22 116 0.0 1 Utr 2.0 4.000 150 12.920 to 0.0 2.000 0.0 T.38 116 9.75 0.862 0.0 6.000 0.0593 0.356 Vel = 5.36 T.38 116 0.0 1 Utr 2.0 3.000 150 13.276 to 0.0 2.000 0.0 H.13 116 9.75 0.862 0.0 5.000 0.0594 0.297 Vel = 5.36 H.13 116 0.0 1 0.0 5.000 150 13.573 to 0.0 0.0 0.0 H.19 116 9.75 0.862 0.0 5.000 0.0592 0.296 Vel = 5.36 H.19 116 0.0 1 Utr 2.0 15.000 150 13.869 to 0.0 2.000 0.0 H.12 116 9.75 0.862 0.0 17.000 0.0594 1.009 Vel = 5.36 H.12 116 0.0 1 Utr 2.0 2.000 150 14.878 to 0.0 2.000 0.0 T.35 116 9.75 0.862 0.0 4.000 0.0592 0.237 Vel = 5.36 T.35 116 -2.67 1 2Utb 34.0 17.000 150 15.115 to 0.0 28.000 3.465 T.31 108 7.08 0.862 0.0 45.000 0.0328 1.478 Vel = 3.89 T.31 108 3.16 1 Utr 2.0 2.000 150 20.058 to 0.0 2.000 0.0 H.9 108 10.24 0.862 0.0 4.000 0.0648 0.259 Vel = 5.63 H.9 108 0.0 1 Utb 17.0 15.000 150 20.317 to 0.0 14.000 0.0 T.39 108 10.24 0.862 0.0 29.000 0.0649 1.882 Vel = 5.63 T.39 108 6.76 1.5 T 3.443 8.000 150 22.199 to 0.0 3.443 1.732 S.1 104 17.0 1.244 0.0 11.443 0.0278 0.318 Vel = 4.49 S.1 104 0.0 1.5 2E 12.089145.000 150 24.249 to 0.0 12.088 4.732 * * Fixed Loss = 3 MTR 100 17.0 1.61 0.0 157.088 0.0079 1.243 Vel = 2.68 MTR 100 0.0 1 E 2.336 15.000 150 30.224 to T 5.841 9.345 0.0 STIR 100 17.0 0.995 G 1.168 24.345 0.0824 2.007 Vel = 7.01 0.0 STIR 17.00 32.231 K Factor = 2.99 H.27 116 7.24 1 Utr 2.0 10.000 150 12.030 to 0.0 2.000 0.0 H.24 116 7.24 0.862 0.0 12.000 0.0342 0.411 Vel = 3.98 H.24 116 0.0 1 Utr 2.0 11.000 150 12.441 to 0.0 2.000 0.0 H.30 116 7.24 0.862 0.0 13.000 0.0342 0.445 Vel = 3.98 H.30 116 0.0 1 0.0 12.000 150 12.886 to 0.0 0.0 0.0 H.29 116 7.24 0.862 0.0 12.000 0.0342 0.410 Vel = 3.98 H.29 116 0.0 1 Utr 2.0 11.000 150 13.296 to 0.0 2.000 0.0 H.25 116 7.24 0.862 0.0 13.000 0.0342 0.445 Vel = 3.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 ED25 LOT 2 PLAN 3110 - One Head Calculation (H.27) Date 10/18/2023 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.25 116 0.0 1 Utr 2.0 12.000 150 13.741 to 0.0 2.000 0.0 H.18 116 7.24 0.862 0.0 14.000 0.0342 0.479 Vel = 3.98 H.18 116 0.0 1 Utr 2.0 16.000 150 14.220 to 0.0 2.000 0.0 H.26 116 7.24 0.862 0.0 18.000 0.0342 0.616 Vel = 3.98 H.26 116 0.0 1 0.0 12.000 150 14.836 to 0.0 0.0 0.0 H.23 116 7.24 0.862 0.0 12.000 0.0342 0.411 Vel = 3.98 H.23 116 0.0 1 Utr 2.0 2.000 150 15.247 to 0.0 2.000 0.0 T.41 116 7.24 0.862 0.0 4.000 0.0342 0.137 Vel = 3.98 T.41 116 -2.07 1 21Jtb 34.0 20.000 150 15.384 to 0.0 28.000 3.465 T.40 108 5.17 0.862 0.0 48.000 0.0184 0.881 Vel = 2.84 T.40 108 1.59 1 0.0 10.000 150 19.730 to 0.0 0.0 0.0 H.28 108 6.76 0.862 0.0 10.000 0.0301 0.301 Vel = 3.72 H.28 108 0.0 1 Utr 2.0 44.000 150 20.031 to 0.0 2.000 0.0 H.21 108 6.76 0.862 0.0 46.000 0.0301 1.385 Vel = 3.72 H.21 108 0.0 1 Utr 2.0 9.000 150 21.416 to 0.0 2.000 0.0 H.20 108 6.76 0.862 0.0 11.000 0.0302 0.332 Vel = 3.72 H.20 108 0.0 1 Utb 17.0 1.000 150 21.748 to 0.0 14.000 0.0 T.39 108 6.76 0.862 0.0 15.000 0.0301 0.451 Vel = 3.72 0.0 T.39 6.76 22.199 K Factor = 1.43 T.35 116 2.67 1 Utr 2.0 6.000 150 15.115 to 0.0 2.000 0.0 HA 116 2.67 0.862 0.0 8.000 0.0054 0.043 Vel = 1.47 HA 116 0.0 1 Utr 2.0 12.000 150 15.158 to 0.0 2.000 0.0 H.1 116 2.67 0.862 0.0 14.000 0.0054 0.076 Vel = 1.47 H.1 116 0.0 1 Utr 2.0 22.000 150 15.234 to 0.0 2.000 0.0 H.3 116 2.67 0.862 0.0 24.000 0.0054 0.130 Vel = 1.47 H.3 116 0.0 1 Utr 2.0 12.000 150 15.364 to 0.0 2.000 0.0 H.6 116 2.67 0.862 0.0 14.000 0.0054 0.075 Vel = 1.47 H.6 116 0.0 1 0.0 6.000 150 15.439 to 0.0 0.0 0.0 T.33 116 2.67 0.862 0.0 6.000 0.0055 0.033 Vel = 1.47 T.33 116 0.0 1 Utr 2.0 1.000 150 15.472 to 0.0 2.000 0.0 H.5 116 2.67 0.862 0.0 3.000 0.0053 0.016 Vel = 1.47 H.5 116 0.0 1 Utr 2.0 5.000 150 15.488 to 0.0 2.000 0.0 T.32 116 2.67 0.862 0.0 7.000 0.0053 0.037 Vel = 1.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 ED25 LOT 2 PLAN 3110 - One Head Calculation (H.27) Date 10/18/2023 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.32 116 2.07 1 2Utb 34.0 14.000 150 15.525 to 0.0 28.000 3.465 T.34 108 4.74 0.862 0.0 42.000 0.0156 0.656 Vel = 2.61 T.34 108 -1.59 1 Utr 2.0 5.000 150 19.646 to 0.0 2.000 0.0 H.8 108 3.15 0.862 0.0 7.000 0.0073 0.051 Vel = 1.73 H.8 108 0.0 1 0.0 12.000 150 19.697 to 0.0 0.0 0.0 H.7 108 3.15 0.862 0.0 12.000 0.0074 0.089 Vel = 1.73 H.7 108 0.0 1 Utr 2.0 24.000 150 19.786 to 0.0 2.000 0.0 H.2 108 3.15 0.862 0.0 26.000 0.0073 0.191 Vel = 1.73 H.2 108 0.0 1 Utr 2.0 9.000 150 19.977 to 0.0 2.000 0.0 T.31 108 3.15 0.862 0.0 11.000 0.0074 0.081 Vel = 1.73 0.0 T.31 3.15 20.058 K Factor = 0.70 T.41 116 2.07 1 Utr 2.0 8.000 150 15.384 to 0.0 2.000 0.0 H.17 116 2.07 0.862 0.0 10.000 0.0034 0.034 Vel = 1.14 H.17 116 0.0 1 Utr 2.0 5.000 150 15.418 to 0.0 2.000 0.0 H.16 116 2.07 0.862 0.0 7.000 0.0033 0.023 Vel = 1.14 H.16 116 0.0 1 Utr 2.0 4.000 150 15.441 to 0.0 2.000 0.0 T.36 116 2.07 0.862 0.0 6.000 0.0033 0.020 Vel = 1.14 T.36 116 0.0 1 Utr 2.0 7.000 150 15.461 to 0.0 2.000 0.0 H.11 116 2.07 0.862 0.0 9.000 0.0034 0.031 Vel = 1.14 H.11 116 0.0 1 Utr 2.0 8.000 150 15.492 to 0.0 2.000 0.0 T.32 116 2.07 0.862 0.0 10.000 0.0033 0.033 Vel = 1.14 0.0 T.32 2.07 15.525 K Factor = 0.53 T.34 108 1.58 1 Utr 2.0 7.000 150 19.646 to 0.0 2.000 0.0 H.10 108 1.58 0.862 0.0 9.000 0.0020 0.018 Vel = 0.87 H.10 108 0.0 1 Utr 2.0 10.000 150 19.664 to 0.0 2.000 0.0 T.37 108 1.58 0.862 0.0 12.000 0.0021 0.025 Vel = 0.87 T.37 108 0.0 1 Utr 2.0 4.000 150 19.689 to 0.0 2.000 0.0 H.15 108 1.58 0.862 0.0 6.000 0.0020 0.012 Vel = 0.87 H.15 108 0.0 1 Utr 2.0 5.000 150 19.701 to 0.0 2.000 0.0 H.14 108 1.58 0.862 0.0 7.000 0.0021 0.015 Vel = 0.87 H.14 108 0.0 1 Utr 2.0 5.000 150 19.716 to 0.0 2.000 0.0 T.40 108 1.58 0.862 0.0 7.000 0.0020 0.014 Vel = 0.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 ED25 LOT 2 PLAN 3110 - One Head Calculation (H.27) Date 10/18/2023 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.40 0.0 1.58 19.730 K Factor = 0.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: ANOW DESIGN SERA Oir���wswrf��wwww�rwwww���ww�sC ■ WASHINGTON STATE ■ CERTIFICATE OF COMPETENCY � ■ FIRE PROTECTION 'SPRINKLER SYSTEMS ■ ■ I■i Libby Marie Babb ■ 3791-0722-A Level ■ A -Pax Design Services, Inc. ■ APEXDDS782K5 ■ Expo ■ ■ *�� one 31,23 ; ■ Rr��r�wrr�r�rr��rww�sir�riww�r�rrr rir�si A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name ED25 LOT 2 PLAN 3110 - Two Head Calculation (H.29 & H.30) Drawing RESIDENTIAL Location 8929 220TH ST SW EDMONDS WA 98026 Remote Area 1 Contract 231018-06 Data File 231018-06 ED25 Lot 2 8929 220th St SW Plan 3110.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. ED25 LOT 2 PLAN 3110 - Two Head Calculation (H.29 & H.30) HYDRAULIC DESIGN INFORMATION SHEET Name - ED25 LOT 2 PLAN 3110 Date - 10-18-23 Location - EDMONDS WA 98026 Building - RESIDENTIAL System No. - 1 Contractor - NW CUSTOM PLUMBING Contract No. - 231018-06 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 26.0062 Psi Required 39.39 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 Page 1 Date 10/18/2023 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A-PEX Design Services Inc. ED25 LOT 2 PLAN 3110 - Two Head Calculation (H.29 & H.30) Page 2 Date 10/18/2023 City Water Supply: Demand: C1 - Static Pressure 70 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.006 C2 - Residual Flow 500 D2 - System Pressure 39.388 Hose ( Demand ) D3 - System Demand : 26.006 Safety Margin 30.402 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 U 70 R 60 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. ED25 LOT 2 PLAN 3110 - Two Head Calculation (H.29 & H.30) Fitting Legend Abbrev. Name Page 3 Date 10/18/2023 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 ED25 LOT 2 PLAN 3110 - Two Head Calculation (H.29 & H.30) Date 10/18/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 70.0 20 500.0 69.789 26.01 39.388 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.30 116.0 4.9 7.04 13.0 H.24 116.0 8.24 H.27 116.0 9.35 H.22 116.0 10.74 T.38 116.0 11.29 H.13 116.0 11.76 H.19 116.0 12.22 H.12 116.0 13.79 T.35 116.0 14.16 T.31 108.0 20.48 H.9 108.0 21.04 T.39 108.0 25.09 S.1 104.0 27.52 MTR 100.0 34.98 STIR 100.0 39.39 H.29 116.0 4.9 7.04 13.0 H.25 116.0 8.47 H.18 116.0 10.01 H.26 116.0 11.99 H.23 116.0 13.31 T.41 116.0 13.75 T.40 108.0 19.49 H.28 108.0 20.17 H.21 108.0 23.31 H.20 108.0 24.06 H.17 116.0 13.92 H.16 116.0 14.04 T.36 116.0 14.14 H.11 116.0 14.3 T.32 116.0 14.47 T.34 108.0 19.38 H.8 108.0 19.51 H.7 108.0 19.75 H.2 108.0 20.26 HA 116.0 14.19 H.1 116.0 14.25 H.3 116.0 14.35 H.6 116.0 14.4 T.33 116.0 14.43 H.5 116.0 14.44 H.10 108.0 19.4 T.37 108.0 19.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. ED25 LOT 2 PLAN 3110 - Two Head Calculation (H.29 & H.30) Node Tag NODE ANALYSIS (cont.) Page 5 Date 10/18/2023 Pressure Discharge Elevation Node Type at Node at Node Notes H.15 108.0 19.45 H.14 108.0 19.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 ED25 LOT 2 PLAN 3110 - Two Head Calculation (H.29 & H.30) Date 10/18/2023 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.30 116 4.90 12.40 1 Utr 2.0 11.000 150 7.040 to 0.0 2.000 0.0 H.24 116 12.4 0.862 0.0 13.000 0.0925 1.202 Vel = 6.82 H.24 116 0.0 1 Utr 2.0 10.000 150 8.242 to 0.0 2.000 0.0 H.27 116 12.4 0.862 0.0 12.000 0.0925 1.110 Vel = 6.82 H.27 116 0.0 1 Utr 2.0 13.000 150 9.352 to 0.0 2.000 0.0 H.22 116 12.4 0.862 0.0 15.000 0.0924 1.386 Vel = 6.82 H.22 116 0.0 1 Utr 2.0 4.000 150 10.738 to 0.0 2.000 0.0 T.38 116 12.4 0.862 0.0 6.000 0.0925 0.555 Vel = 6.82 T.38 116 0.0 1 Utr 2.0 3.000 150 11.293 to 0.0 2.000 0.0 H.13 116 12.4 0.862 0.0 5.000 0.0926 0.463 Vel = 6.82 H.13 116 0.0 1 0.0 5.000 150 11.756 to 0.0 0.0 0.0 H.19 116 12.4 0.862 0.0 5.000 0.0924 0.462 Vel = 6.82 H.19 116 0.0 1 Utr 2.0 15.000 150 12.218 to 0.0 2.000 0.0 H.12 116 12.4 0.862 0.0 17.000 0.0925 1.572 Vel = 6.82 H.12 116 0.0 1 Utr 2.0 2.000 150 13.790 to 0.0 2.000 0.0 T.35 116 12.4 0.862 0.0 4.000 0.0925 0.370 Vel = 6.82 T.35 116 -2.29 1 2Utb 34.0 17.000 150 14.160 to 0.0 28.000 3.465 T.31 108 10.11 0.862 0.0 45.000 0.0634 2.854 Vel = 5.56 T.31 108 5.38 1 Utr 2.0 2.000 150 20.479 to 0.0 2.000 0.0 H.9 108 15.49 0.862 0.0 4.000 0.1395 0.558 Vel = 8.52 H.9 108 0.0 1 Utb 17.0 15.000 150 21.037 to 0.0 14.000 0.0 T.39 108 15.49 0.862 0.0 29.000 0.1396 4.049 Vel = 8.52 T.39 108 10.52 1.5 T 3.443 8.000 150 25.086 to 0.0 3.443 1.732 S.1 104 26.01 1.244 0.0 11.443 0.0611 0.699 Vel = 6.87 S.1 104 0.0 1.5 2E 12.089 145.000 150 27.517 to 0.0 12.088 4.732 * * Fixed Loss = 3 MTR 100 26.01 1.61 0.0 157.088 0.0174 2.730 Vel = 4.10 MTR 100 0.0 1 E 2.336 15.000 150 34.979 to T 5.841 9.345 0.0 STIR 100 26.01 0.995 G 1.168 24.345 0.1811 4.409 Vel = 10.73 0.0 STIR 26.01 39.388 K Factor = 4.14 H.30 116 0.61 1 0.0 12.000 150 7.040 to 0.0 0.0 0.0 H.29 116 0.61 0.862 0.0 12.000 0.0003 0.004 Vel = 0.34 H.29 116 4.90 13.00 1 Utr 2.0 11.000 150 7.044 to 0.0 2.000 0.0 H.25 116 13.61 0.862 0.0 13.000 0.1099 1.429 Vel = 7.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 ED25 LOT 2 PLAN 3110 - Two Head Calculation (H.29 & H.30) Date 10/18/2023 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.25 116 0.0 1 Utr 2.0 12.000 150 8.473 to 0.0 2.000 0.0 H.18 116 13.61 0.862 0.0 14.000 0.1099 1.539 Vel = 7.48 H.18 116 0.0 1 Utr 2.0 16.000 150 10.012 to 0.0 2.000 0.0 H.26 116 13.61 0.862 0.0 18.000 0.1099 1.979 Vel = 7.48 H.26 116 0.0 1 0.0 12.000 150 11.991 to 0.0 0.0 0.0 H.23 116 13.61 0.862 0.0 12.000 0.1099 1.319 Vel = 7.48 H.23 116 0.0 1 Utr 2.0 2.000 150 13.310 to 0.0 2.000 0.0 T.41 116 13.61 0.862 0.0 4.000 0.1100 0.440 Vel = 7.48 T.41 116 -4.97 1 21Jtb 34.0 20.000 150 13.750 to 0.0 28.000 3.465 T.40 108 8.64 0.862 0.0 48.000 0.0474 2.275 Vel = 4.75 T.40 108 1.88 1 0.0 10.000 150 19.490 to 0.0 0.0 0.0 H.28 108 10.52 0.862 0.0 10.000 0.0683 0.683 Vel = 5.78 H.28 108 0.0 1 Utr 2.0 44.000 150 20.173 to 0.0 2.000 0.0 H.21 108 10.52 0.862 0.0 46.000 0.0682 3.139 Vel = 5.78 H.21 108 0.0 1 Utr 2.0 9.000 150 23.312 to 0.0 2.000 0.0 H.20 108 10.52 0.862 0.0 11.000 0.0683 0.751 Vel = 5.78 H.20 108 0.0 1 Utb 17.0 1.000 150 24.063 to 0.0 14.000 0.0 T.39 108 10.52 0.862 0.0 15.000 0.0682 1.023 Vel = 5.78 0.0 T.39 10.52 25.086 K Factor = 2.10 T.41 116 4.97 1 Utr 2.0 8.000 150 13.750 to 0.0 2.000 0.0 H.17 116 4.97 0.862 0.0 10.000 0.0171 0.171 Vel = 2.73 H.17 116 0.0 1 Utr 2.0 5.000 150 13.921 to 0.0 2.000 0.0 H.16 116 4.97 0.862 0.0 7.000 0.0170 0.119 Vel = 2.73 H.16 116 0.0 1 Utr 2.0 4.000 150 14.040 to 0.0 2.000 0.0 T.36 116 4.97 0.862 0.0 6.000 0.0172 0.103 Vel = 2.73 T.36 116 0.0 1 Utr 2.0 7.000 150 14.143 to 0.0 2.000 0.0 H.11 116 4.97 0.862 0.0 9.000 0.0170 0.153 Vel = 2.73 H.11 116 0.0 1 Utr 2.0 8.000 150 14.296 to 0.0 2.000 0.0 T.32 116 4.97 0.862 0.0 10.000 0.0171 0.171 Vel = 2.73 T.32 116 2.29 1 2Utb 34.0 14.000 150 14.467 to 0.0 28.000 3.465 T.34 108 7.26 0.862 0.0 42.000 0.0344 1.443 Vel = 3.99 T.34 108 -1.88 1 Utr 2.0 5.000 150 19.375 to 0.0 2.000 0.0 H.8 108 5.38 0.862 0.0 7.000 0.0197 0.138 Vel = 2.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 ED25 LOT 2 PLAN 3110 - Two Head Calculation (H.29 & H.30) Date 10/18/2023 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.8 108 0.0 1 0.0 12.000 150 19.513 to 0.0 0.0 0.0 H.7 108 5.38 0.862 0.0 12.000 0.0197 0.236 Vel = 2.96 H.7 108 0.0 1 Utr 2.0 24.000 150 19.749 to 0.0 2.000 0.0 H.2 108 5.38 0.862 0.0 26.000 0.0197 0.513 Vel = 2.96 H.2 108 0.0 1 Utr 2.0 9.000 150 20.262 to 0.0 2.000 0.0 T.31 108 5.38 0.862 0.0 11.000 0.0197 0.217 Vel = 2.96 T.31 T.35 116 to HA 116 HA 116 to H.1 116 H.1 116 to H.3 116 H.3 116 to H.6 116 H.6 116 to T.33 116 0.0 5.38 2.28 1 Utr 2.0 6.000 0.0 2.000 2.28 0.862 0.0 8.000 0.0 1 Utr 2.0 12.000 0.0 2.000 2.28 0.862 0.0 14.000 0.0 1 Utr 2.0 22.000 0.0 2.000 2.28 0.862 0.0 24.000 0.0 1 Utr 2.0 12.000 0.0 2.000 2.28 0.862 0.0 14.000 0.0 1 0.0 6.000 0.0 0.0 2.28 0.862 0.0 6.000 20.479 K Factor = 1.19 150 14.160 0.0 0.0040 0.032 Vel = 1.25 150 14.192 0.0 0.0041 0.057 Vel = 1.25 150 14.249 0.0 0.0040 0.097 Vel = 1.25 150 14.346 0.0 0.0040 0.056 Vel = 1.25 150 14.402 0.0 0.0042 0.025 Vel = 1.25 T.33 116 0.0 1 Utr 2.0 1.000 150 14.427 to 0.0 2.000 0.0 H.5 116 2.28 0.862 0.0 3.000 0.0040 0.012 Vel = 1.25 H.5 116 0.0 1 Utr 2.0 5.000 150 14.439 to 0.0 2.000 0.0 T.32 116 2.28 0.862 0.0 7.000 0.0040 0.028 Vel = 1.25 0.0 T.32 2.28 T.34 108 1.88 1 Utr 2.0 7.000 to 0.0 2.000 H.10 108 1.88 0.862 0.0 9.000 H.10 108 0.0 1 Utr 2.0 10.000 to 0.0 2.000 T.37 108 1.88 0.862 0.0 12.000 T.37 108 0.0 1 Utr 2.0 4.000 to 0.0 2.000 H.15 108 1.88 0.862 0.0 6.000 14.467 K Factor = 0.60 150 19.375 0.0 0.0028 0.025 Vel = 1.03 150 19.400 0.0 0.0028 0.034 Vel = 1.03 150 19.434 0.0 0.0028 0.017 Vel = 1.03 H.15 108 0.0 1 Utr 2.0 5.000 150 19.451 to 0.0 2.000 0.0 H.14 108 1.88 0.862 0.0 7.000 0.0029 0.020 Vel = 1.03 H.14 108 0.0 1 Utr 2.0 5.000 150 19.471 to 0.0 2.000 0.0 T.40 108 1.88 0.862 0.0 7.000 0.0027 0.019 Vel = 1.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. ED25 LOT 2 PLAN 3110 - Two Head Calculation (H.29 & H.30) Page 9 Date 10/18/2023 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 0.0 T.40 1.88 19.490 K Factor = 0.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087