Loading...
FIR2024-0036+Calculations+4.29.2024_8.59.16_AM+4223586INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: Expfrp WASNINOTON STATE RECEIVED DEC S1 u CERTIFICATE OF COMPETENCY . FIRE SPRINKLER SYSTEMS FIR2024-0036 ■ ■ Apr 29 2024 ■ Libby Marie Babb ■ CITY OF EDMONDS 3791-0722-A Level DEVELOPMENT SERVICES DEPARTMENT ■ A-Pex Design Services, Inc. i APEXDDS782K5 i SlSnat Data A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name SUGAR PLANS - One Head Calculation (H.6) Drawing RESIDENTIAL Location 10234 242ND PL SW EDMONDS WA Remote Area 1 Contract 240422-01 Data File 240422-01 Sugar 10234 242nd PI Sw.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 SUGAR PLANS - One Head Calculation (H.6) Date 4/22/2024 HYDRAULIC DESIGN INFORMATION SHEET Name - SUGAR PLANS Date - 04-22-2024 Location - EDMONDS WA Building - RESIDENTIAL System No. - 1 Contractor - LAKEWOOD PLUMBING Contract No. - 240422-01 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 - 116 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 33.23 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) - 87 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. Page 2 SUGAR PLANS - One Head Calculation (H.6) Date 4/22/2024 City Water Supply: Demand: C1 - Static Pressure 87 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 33.228 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 53.643 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 D2 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 SUGAR PLANS - One Head Calculation (H.6) Date 4/22/2024 Fitting Legend Abbrev. Name '/z 3/4 1 1'/4 1'/2 2 2'/z 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. SUGAR PLANS - One Head Calculation (H.6) Page 4 Date 4/22/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 87.0 20 500.0 86.871 17.0 33.228 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 116.0 4.9 12.03 17.0 0.05 324 H.12 116.0 13.09 T.39 116.0 13.76 H.24 116.0 14.27 H.28 116.0 14.99 T.43 116.0 15.38 T.42 108.0 20.07 H.29 123.0 13.98 H.22 123.0 14.54 T.41 123.0 15.85 S.1 119.0 17.9 MTR 100.0 30.81 STIR 100.0 33.23 H.1 116.0 12.66 H.2 116.0 13.1 H.5 116.0 13.66 H.9 116.0 14.14 T.32 116.0 14.36 H.8 116.0 14.73 H.7 116.0 15.17 H.13 116.0 15.58 T.33 116.0 15.69 T.35 108.0 19.88 H.16 108.0 19.93 T.40 108.0 19.97 H.26 108.0 20.0 H.25 108.0 20.03 H.30 108.0 20.06 H.27 116.0 15.48 H.23 116.0 15.54 H.19 116.0 15.6 H.20 116.0 15.66 T.38 116.0 15.72 T.34 116.0 15.76 T.31 108.0 20.27 H.17 108.0 20.64 H.21 108.0 21.64 H.14 116.0 15.74 H.15 108.0 19.9 T.37 108.0 19.95 T.36 108.0 19.96 H.11 108.0 20.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. SUGAR PLANS - One Head Calculation (H.6) Node Tag Page 5 Date 4/22/2024 NODE ANALYSIS (cont.) Pressure Discharge Elevation Node Type at Node at Node Notes HA 108.0 20.11 H.3 108.0 20.18 H.10 108.0 20.26 H.18 108.0 19.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 SUGAR PLANS - One Head Calculation (H.6) Date 4/22/2024 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 4.90 9.44 1 Utr 2.0 17.000 150 12.030 to 2.000 0.0 H.12 116 9.44 0.862 19.000 0.0559 1.062 Vel = 5.19 H.12 116 0.0 1 Utr 2.0 10.000 150 13.092 to 2.000 0.0 T.39 116 9.44 0.862 12.000 0.0559 0.671 Vel = 5.19 T.39 116 0.0 1 Utr 2.0 7.000 150 13.763 to 2.000 0.0 H.24 116 9.44 0.862 9.000 0.0560 0.504 Vel = 5.19 H.24 116 0.0 1 Utr 2.0 11.000 150 14.267 to 2.000 0.0 H.28 116 9.44 0.862 13.000 0.0559 0.727 Vel = 5.19 H.28 116 0.0 1 7.000 150 14.994 to 0.0 T.43 116 9.44 0.862 7.000 0.0559 0.391 Vel = 5.19 T.43 116 -2.63 1 2Utb 34.0 12.000 150 15.385 to 28.000 3.465 T.42 108 6.81 0.862 40.000 0.0305 1.220 Vel = 3.74 T.42 108 2.14 1 Utr 2.0 6.000 150 20.070 to 2.000 -6.496 H.29 123 8.95 0.862 8.000 0.0506 0.405 Vel = 4.92 H.29 123 0.0 1 Utr 2.0 9.000 150 13.979 to 2.000 0.0 H.22 123 8.95 0.862 11.000 0.0506 0.557 Vel = 4.92 H.22 123 0.0 1 Utb 17.0 10.000 150 14.536 to Utr 2.0 16.000 0.0 T.41 123 8.95 0.862 26.000 0.0506 1.316 Vel = 4.92 T.41 123 8.05 1.5 T 3.443 8.000 150 15.852 to 3.443 1.732 S.1 119 17.0 1.244 11.443 0.0278 0.318 Vel = 4.49 S.1 119 0.0 1.5 2E 12.089 200.000 150 17.902 to 12.088 11.229 * * Fixed Loss = 3 MTR 100 17.0 1.61 212.088 0.0079 1.678 Vel = 2.68 MTR 100 0.0 1 E 2.336 20.000 150 30.809 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 33.228 K Factor = 2.95 H.6 116 7.55 1 Utr 2.0 15.000 150 12.030 to 2.000 0.0 H.1 116 7.55 0.862 17.000 0.0369 0.628 Vel = 4.15 H.1 116 0.0 1 Utr 2.0 10.000 150 12.658 to 2.000 0.0 H.2 116 7.55 0.862 12.000 0.0370 0.444 Vel = 4.15 H.2 116 0.0 1 Utr 2.0 13.000 150 13.102 to 2.000 0.0 H.5 116 7.55 0.862 15.000 0.0369 0.554 Vel = 4.15 H.5 116 0.0 1 Utr 2.0 11.000 150 13.656 to 2.000 0.0 H.9 116 7.55 0.862 13.000 0.0370 0.481 Vel = 4.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 7 SUGAR PLANS - One Head Calculation (H.6) Date 4/22/2024 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.9 116 0.0 1 6.000 150 14.137 to 0.0 T.32 116 7.55 0.862 6.000 0.0368 0.221 Vel = 4.15 T.32 116 0.0 1 Utr 2.0 8.000 150 14.358 to 2.000 0.0 H.8 116 7.55 0.862 10.000 0.0370 0.370 Vel = 4.15 H.8 116 0.0 1 Utr 2.0 10.000 150 14.728 to 2.000 0.0 H.7 116 7.55 0.862 12.000 0.0370 0.444 Vel = 4.15 H.7 116 0.0 1 Utr 2.0 9.000 150 15.172 to 2.000 0.0 H.13 116 7.55 0.862 11.000 0.0369 0.406 Vel = 4.15 H.13 116 0.0 1 Utr 2.0 1.000 150 15.578 to 2.000 0.0 T.33 116 7.55 0.862 3.000 0.0370 0.111 Vel = 4.15 T.33 116 -2.78 1 2Utb 34.0 18.000 150 15.689 to 28.000 3.465 T.35 108 4.77 0.862 46.000 0.0158 0.726 Vel = 2.62 T.35 108 -2.63 1 Utr 2.0 11.000 150 19.880 to 2.000 0.0 H.16 108 2.14 0.862 13.000 0.0035 0.046 Vel = 1.18 H.16 108 0.0 1 Utr 2.0 11.000 150 19.926 to 2.000 0.0 T.40 108 2.14 0.862 13.000 0.0036 0.047 Vel = 1.18 T.40 108 0.0 1 Utr 2.0 6.000 150 19.973 to 2.000 0.0 H.26 108 2.14 0.862 8.000 0.0036 0.029 Vel = 1.18 H.26 108 0.0 1 Utr 2.0 5.000 150 20.002 to 2.000 0.0 H.25 108 2.14 0.862 7.000 0.0036 0.025 Vel = 1.18 H.25 108 0.0 1 Utr 2.0 7.000 150 20.027 to 2.000 0.0 H.30 108 2.14 0.862 9.000 0.0037 0.033 Vel = 1.18 H.30 108 0.0 1 3.000 150 20.060 to 0.0 T.42 108 2.14 0.862 3.000 0.0033 0.010 Vel = 1.18 0.0 T.42 2.14 20.070 K Factor = 0.48 T.43 116 2.64 1 Utr 2.0 15.000 150 15.385 to 2.000 0.0 H.27 116 2.64 0.862 17.000 0.0053 0.090 Vel = 1.45 H.27 116 0.0 1 Utr 2.0 10.000 150 15.475 to 2.000 0.0 H.23 116 2.64 0.862 12.000 0.0052 0.063 Vel = 1.45 H.23 116 0.0 1 Utr 2.0 9.000 150 15.538 to 2.000 0.0 H.19 116 2.64 0.862 11.000 0.0053 0.058 Vel = 1.45 H.19 116 0.0 1 Utr 2.0 11.000 150 15.596 to 2.000 0.0 H.20 116 2.64 0.862 13.000 0.0053 0.069 Vel = 1.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 8 SUGAR PLANS - One Head Calculation (H.6) Date 4/22/2024 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.20 116 0.0 1 Utr 2.0 9.000 150 15.665 to 2.000 0.0 T.38 116 2.64 0.862 11.000 0.0053 0.058 Vel = 1.45 T.38 116 0.0 1 Utr 2.0 6.000 150 15.723 to 2.000 0.0 T.34 116 2.64 0.862 8.000 0.0052 0.042 Vel = 1.45 T.34 116 2.78 1 2Utb 34.0 24.000 150 15.765 to 28.000 3.465 T.31 108 5.42 0.862 52.000 0.0200 1.041 Vel = 2.98 T.31 108 2.62 1 Utr 2.0 7.000 150 20.271 to 2.000 0.0 H.17 108 8.04 0.862 9.000 0.0416 0.374 Vel = 4.42 H.17 108 0.0 1 Utr 2.0 22.000 150 20.645 to 2.000 0.0 H.21 108 8.04 0.862 24.000 0.0415 0.997 Vel = 4.42 H.21 108 0.0 1 Utb 17.0 3.000 150 21.642 to 14.000 -6.496 T.41 123 8.04 0.862 17.000 0.0415 0.706 Vel = 4.42 0.0 T.41 8.04 15.852 K Factor = 2.02 T.33 116 2.78 1 9.000 150 15.689 to 0.0 H.14 116 2.78 0.862 9.000 0.0059 0.053 Vel = 1.53 H.14 116 0.0 1 Utr 2.0 2.000 150 15.742 to 2.000 0.0 T.34 116 2.78 0.862 4.000 0.0058 0.023 Vel = 1.53 0.0 T.34 2.78 15.765 K Factor = 0.70 T.35 108 2.62 1 Utr 2.0 2.000 150 19.880 to 2.000 0.0 H.15 108 2.62 0.862 4.000 0.0050 0.020 Vel = 1.44 H.15 108 0.0 1 Utr 2.0 8.000 150 19.900 to 2.000 0.0 T.37 108 2.62 0.862 10.000 0.0053 0.053 Vel = 1.44 T.37 108 -0.17 1 1.000 150 19.953 to 0.0 T.36 108 2.45 0.862 1.000 0.0040 0.004 Vel = 1.35 T.36 108 0.17 1 Utr 2.0 12.000 150 19.957 to 2.000 0.0 H.11 108 2.62 0.862 14.000 0.0053 0.074 Vel = 1.44 H.11 108 0.0 1 Utr 2.0 13.000 150 20.031 to 2.000 0.0 HA 108 2.62 0.862 15.000 0.0052 0.078 Vel = 1.44 HA 108 0.0 1 Utr 2.0 11.000 150 20.109 to 2.000 0.0 H.3 108 2.62 0.862 13.000 0.0052 0.068 Vel = 1.44 H.3 108 0.0 1 Utr 2.0 13.000 150 20.177 to 2.000 0.0 H.10 108 2.62 0.862 15.000 0.0052 0.078 Vel = 1.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 9 SUGAR PLANS - One Head Calculation (H.6) Date 4/22/2024 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.10 108 0.0 1 Utr 2.0 1.000 150 20.255 to 2.000 0.0 T.31 108 2.62 0.862 3.000 0.0053 0.016 Vel = 1.44 0.0 T.31 2.62 20.271 K Factor = 0.58 T.37 108 0.17 0.75 Utb 17.0 2.000 150 19.953 to 17.000 0.0 H.18 108 0.17 0.671 19.000 0.0001 0.002 Vel = 0.15 H.18 108 0.0 0.75 Utb 17.0 2.000 150 19.955 to Utr 2.0 19.000 0.0 T.36 108 0.17 0.671 21.000 0.0001 0.002 Vel = 0.15 0.0 T.36 0.17 19.957 K Factor = 0.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: Amew DESIGN E WASHINGTON STATE t DEC 31, 24 CERTIFICATE OF COMPETENCY t FIRE SPRINKLER SYSTEMS Libby Marie Babb i 3791-0722-A Level t A-Pex Design Services, Inc. t i APEXDDS782K5 i ■ .� /� ' ■ V _ � Signatm Dot. A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name SUGAR PLANS - Two Head Calculation (H.2 & H.1) Drawing RESIDENTIAL Location 10234 242ND PL SW EDMONDS WA Remote Area 1 Contract 240422-01 Data File 240422-01 Sugar 10234 242nd PI Sw.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 SUGAR PLANS - Two Head Calculation (H.2 & H.1) Date 4/22/2024 HYDRAULIC DESIGN INFORMATION SHEET Name - SUGAR PLANS Date - 04-22-2024 Location - EDMONDS WA Building - RESIDENTIAL System No. - 1 Contractor - LAKEWOOD PLUMBING Contract No. - 240422-01 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 26.0041 Psi Required 41.39 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) - 87 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. Page 2 SUGAR PLANS - Two Head Calculation (H.2 & H.1) Date 4/22/2024 City Water Supply: Demand: C1 - Static Pressure 87 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.004 C2 - Residual Flow 500 D2 - System Pressure 41.388 Hose ( Demand ) D3 - System Demand : 26.004 Safety Margin 45.329 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 D2 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 SUGAR PLANS - Two Head Calculation (H.2 & H.1) Date 4/22/2024 Fitting Legend Abbrev. Name '/2 3/4 1 1'/4 1'/2 2 2'/z 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. SUGAR PLANS - Two Head Calculation (H.2 & H.1) Page 4 Date 4/22/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 87.0 20 500.0 86.718 26.0 41.388 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 116.0 4.9 7.04 13.0 0.05 256 H.6 116.0 8.66 H.12 116.0 10.48 T.39 116.0 11.62 H.24 116.0 12.48 H.28 116.0 13.72 T.43 116.0 14.39 T.42 108.0 20.28 H.29 123.0 14.66 H.22 123.0 15.87 T.41 123.0 18.73 S.1 119.0 21.16 MTR 100.0 36.08 STIR 100.0 41.39 H.2 116.0 4.9 7.04 13.0 0.05 256 H.5 116.0 8.64 H.9 116.0 10.03 T.32 116.0 10.67 H.8 116.0 11.74 H.7 116.0 13.02 H.13 116.0 14.19 T.33 116.0 14.51 T.35 108.0 19.75 H.16 108.0 19.88 T.40 108.0 20.01 H.26 108.0 20.09 H.25 108.0 20.16 H.30 108.0 20.25 H.27 116.0 14.48 H.23 116.0 14.55 H.19 116.0 14.62 H.20 116.0 14.69 T.38 116.0 14.75 T.34 116.0 14.8 T.31 108.0 20.6 H.17 108.0 21.44 H.21 108.0 23.66 H.14 116.0 14.71 H.15 108.0 19.8 T.37 108.0 19.91 T.36 108.0 19.92 H.11 108.0 20.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. SUGAR PLANS - Two Head Calculation (H.2 & H.1) Node Tag NODE ANALYSIS (cont.) Page 5 Date 4/22/2024 Pressure Discharge Elevation Node Type at Node at Node Notes HA 108.0 20.25 H.3 108.0 20.4 H.10 108.0 20.57 H.18 108.0 19.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 SUGAR PLANS - Two Head Calculation (H.2 & H.1) Date 4/22/2024 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.1 116 4.90 12.61 1 Utr 2.0 15.000 150 7.040 to 2.000 0.0 H.6 116 12.61 0.862 17.000 0.0955 1.623 Vel = 6.93 H.6 116 0.0 1 Utr 2.0 17.000 150 8.663 to 2.000 0.0 H.12 116 12.61 0.862 19.000 0.0954 1.813 Vel = 6.93 H.12 116 0.0 1 Utr 2.0 10.000 150 10.476 to 2.000 0.0 T.39 116 12.61 0.862 12.000 0.0954 1.145 Vel = 6.93 T.39 116 0.0 1 Utr 2.0 7.000 150 11.621 to 2.000 0.0 H.24 116 12.61 0.862 9.000 0.0954 0.859 Vel = 6.93 H.24 116 0.0 1 Utr 2.0 11.000 150 12.480 to 2.000 0.0 H.28 116 12.61 0.862 13.000 0.0955 1.241 Vel = 6.93 H.28 116 0.0 1 7.000 150 13.721 to 0.0 T.43 116 12.61 0.862 7.000 0.0954 0.668 Vel = 6.93 T.43 116 -2.73 1 2Utb 34.0 12.000 150 14.389 to 28.000 3.465 T.42 108 9.88 0.862 40.000 0.0607 2.429 Vel = 5.43 T.42 108 3.73 1 Utr 2.0 6.000 150 20.283 to 2.000 -6.496 H.29 123 13.61 0.862 8.000 0.1098 0.878 Vel = 7.48 H.29 123 0.0 1 Utr 2.0 9.000 150 14.665 to 2.000 0.0 H.22 123 13.61 0.862 11.000 0.1099 1.209 Vel = 7.48 H.22 123 0.0 1 Utb 17.0 10.000 150 15.874 to Utr 2.0 16.000 0.0 T.41 123 13.61 0.862 26.000 0.1099 2.857 Vel = 7.48 T.41 123 12.39 1.5 T 3.443 8.000 150 18.731 to 3.443 1.732 S.1 119 26.0 1.244 11.443 0.0610 0.698 Vel = 6.86 SA 119 0.0 1.5 2E 12.089 200.000 150 21.161 to 12.088 11.229 * " Fixed Loss = 3 MTR 100 26.0 1.61 212.088 0.0174 3.686 Vel = 4.10 MTR 100 0.0 1 E 2.336 20.000 150 36.076 to T 5.841 9.345 0.0 STIR 100 26.0 0.995 G 1.168 29.345 0.1810 5.312 Vel = 10.73 0.0 STIR 26.00 41.388 K Factor = 4.04 H.1 116 0.39 1 Utr 2.0 10.000 150 7.040 to 2.000 0.0 H.2 116 0.39 0.862 12.000 0.0002 0.002 Vel = 0.21 H.2 116 4.90 13.01 1 Utr 2.0 13.000 150 7.042 to 2.000 0.0 H.5 116 13.4 0.862 15.000 0.1067 1.601 Vel = 7.37 H.5 116 0.0 1 Utr 2.0 11.000 150 8.643 to 2.000 0.0 H.9 116 13.4 0.862 13.000 0.1067 1.387 Vel = 7.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 7 SUGAR PLANS - Two Head Calculation (H.2 & H.1) Date 4/22/2024 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.9 116 0.0 1 6.000 150 10.030 to 0.0 T.32 116 13.4 0.862 6.000 0.1067 0.640 Vel = 7.37 T.32 116 0.0 1 Utr 2.0 8.000 150 10.670 to 2.000 0.0 H.8 116 13.4 0.862 10.000 0.1068 1.068 Vel = 7.37 H.8 116 0.0 1 Utr 2.0 10.000 150 11.738 to 2.000 0.0 H.7 116 13.4 0.862 12.000 0.1067 1.280 Vel = 7.37 H.7 116 0.0 1 Utr 2.0 9.000 150 13.018 to 2.000 0.0 H.13 116 13.4 0.862 11.000 0.1067 1.174 Vel = 7.37 H.13 116 0.0 1 Utr 2.0 1.000 150 14.192 to 2.000 0.0 T.33 116 13.4 0.862 3.000 0.1070 0.321 Vel = 7.37 T.33 116 -5.68 1 2Utb 34.0 18.000 150 14.513 to 28.000 3.465 T.35 108 7.72 0.862 46.000 0.0385 1.773 Vel = 4.24 T.35 108 -3.99 1 Utr 2.0 11.000 150 19.751 to 2.000 0.0 H.16 108 3.73 0.862 13.000 0.0100 0.130 Vel = 2.05 H.16 108 0.0 1 Utr 2.0 11.000 150 19.881 to 2.000 0.0 T.40 108 3.73 0.862 13.000 0.0101 0.131 Vel = 2.05 T.40 108 0.0 1 Utr 2.0 6.000 150 20.012 to 2.000 0.0 H.26 108 3.73 0.862 8.000 0.0100 0.080 Vel = 2.05 H.26 108 0.0 1 Utr 2.0 5.000 150 20.092 to 2.000 0.0 H.25 108 3.73 0.862 7.000 0.0100 0.070 Vel = 2.05 H.25 108 0.0 1 Utr 2.0 7.000 150 20.162 to 2.000 0.0 H.30 108 3.73 0.862 9.000 0.0101 0.091 Vel = 2.05 H.30 108 0.0 1 3.000 150 20.253 to 0.0 T.42 108 3.73 0.862 3.000 0.0100 0.030 Vel = 2.05 0.0 T.42 3.73 20.283 K Factor = 0.83 T.43 116 2.73 1 Utr 2.0 15.000 150 14.389 to 2.000 0.0 H.27 116 2.73 0.862 17.000 0.0056 0.096 Vel = 1.50 H.27 116 0.0 1 Utr 2.0 10.000 150 14.485 to 2.000 0.0 H.23 116 2.73 0.862 12.000 0.0057 0.068 Vel = 1.50 H.23 116 0.0 1 Utr 2.0 9.000 150 14.553 to 2.000 0.0 H.19 116 2.73 0.862 11.000 0.0056 0.062 Vel = 1.50 H.19 116 0.0 1 Utr 2.0 11.000 150 14.615 to 2.000 0.0 H.20 116 2.73 0.862 13.000 0.0056 0.073 Vel = 1.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 8 SUGAR PLANS - Two Head Calculation (H.2 & H.1) Date 4/22/2024 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.20 116 0.0 1 Utr 2.0 9.000 150 14.688 to 2.000 0.0 T.38 116 2.73 0.862 11.000 0.0056 0.062 Vel = 1.50 T.38 116 0.0 1 Utr 2.0 6.000 150 14.750 to 2.000 0.0 T.34 116 2.73 0.862 8.000 0.0056 0.045 Vel = 1.50 T.34 116 5.67 1 2Utb 34.0 24.000 150 14.795 to 28.000 3.465 T.31 108 8.4 0.862 52.000 0.0451 2.343 Vel = 4.62 T.31 108 4.00 1 Utr 2.0 7.000 150 20.603 to 2.000 0.0 H.17 108 12.4 0.862 9.000 0.0924 0.832 Vel = 6.82 H.17 108 0.0 1 Utr 2.0 22.000 150 21.435 to 2.000 0.0 H.21 108 12.4 0.862 24.000 0.0925 2.220 Vel = 6.82 H.21 108 0.0 1 Utb 17.0 3.000 150 23.655 to 14.000 -6.496 T.41 123 12.4 0.862 17.000 0.0925 1.572 Vel = 6.82 0.0 T.41 12.40 18.731 K Factor = 2.87 T.33 116 5.67 1 9.000 150 14.513 to 0.0 H.14 116 5.67 0.862 9.000 0.0217 0.195 Vel = 3.12 H.14 116 0.0 1 Utr 2.0 2.000 150 14.708 to 2.000 0.0 T.34 116 5.67 0.862 4.000 0.0217 0.087 Vel = 3.12 0.0 T.34 5.67 14.795 K Factor = 1.47 T.35 108 3.99 1 Utr 2.0 2.000 150 19.751 to 2.000 0.0 H.15 108 3.99 0.862 4.000 0.0112 0.045 Vel = 2.19 H.15 108 0.0 1 Utr 2.0 8.000 150 19.796 to 2.000 0.0 T.37 108 3.99 0.862 10.000 0.0114 0.114 Vel = 2.19 T.37 108 -0.26 1 1.000 150 19.910 to 0.0 T.36 108 3.73 0.862 1.000 0.0100 0.010 Vel = 2.05 T.36 108 0.26 1 Utr 2.0 12.000 150 19.920 to 2.000 0.0 H.11 108 3.99 0.862 14.000 0.0114 0.160 Vel = 2.19 H.11 108 0.0 1 Utr 2.0 13.000 150 20.080 to 2.000 0.0 HA 108 3.99 0.862 15.000 0.0113 0.170 Vel = 2.19 HA 108 0.0 1 Utr 2.0 11.000 150 20.250 to 2.000 0.0 H.3 108 3.99 0.862 13.000 0.0114 0.148 Vel = 2.19 H.3 108 0.0 1 Utr 2.0 13.000 150 20.398 to 2.000 0.0 H.10 108 3.99 0.862 15.000 0.0114 0.171 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 9 SUGAR PLANS - Two Head Calculation (H.2 & H.1) Date 4/22/2024 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.10 108 0.0 1 Utr 2.0 1.000 150 20.569 to 2.000 0.0 T.31 108 3.99 0.862 3.000 0.0113 0.034 Vel = 2.19 0.0 T.31 3.99 20.603 K Factor = 0.88 T.37 108 0.26 0.75 Utb 17.0 2.000 150 19.910 to 17.000 0.0 H.18 108 0.26 0.671 19.000 0.0003 0.005 Vel = 0.24 H.18 108 0.0 0.75 Utb 17.0 2.000 150 19.915 to Utr 2.0 19.000 0.0 T.36 108 0.26 0.671 21.000 0.0002 0.005 Vel = 0.24 0.0 T.36 0.26 19.920 K Factor = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087