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FIR2024-0058+Calculations+7.11.2024_7.32.50_AM+4369810
FIR2024-0058 RECEIVED INSTALLING CONTRACTOR STAMP: �a■�wrww�aaawarawaaaawaawaaww� ;WASHINGTON STATE � 1 E><►►s+ ■ CERTIFICATE OF CVt#t'ETIMCY I FIRE ftRINKLER SYSTErS 1 Jacob Christian Andersen i 9414-1008-A Level 1 Northwest Plumbing Contractor; hic. ; NORTHPC79 PL ■ I , 7/1112024 si*watun O.tfr •wwwwrwrrwrwwrrww,.ww�wowwwww�t ANOW DESIGN Ju115 2024 DESIGN ONLY STAMP: of Es �rrrrrrrrrrrrr�rrrrrrrrrrrr��+ ■ Ex WASNIN ITON STATE ■ DEG 3,24 CERTIFICATE OF COMPETENCY ■ FIRE SPRINKLER SYSTEMS Libby Marie Babb i g 3791-0722-A Level ■ A-Pex Design Services, Inc. ■ i APEXDDS782K5Ic i slRnatorr Moto �rrrrarrrrrrrrrrrrrrrrrrrrrrr� A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name GETZ RESIDENCE - One Head Calculation (H.16) Drawing RESIDENTIAL Location 8811 194TH ST SW EDMONDS WA 98026 Remote Area 1 Contract 240710-02 Data File 240710-02 Maplewood Estates Lot C Getz Residence.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 GETZ RESIDENCE - One Head Calculation (H.16) Date 7/10/2024 HYDRAULIC DESIGN INFORMATION SHEET Name - GETZ RESIDENCE Date - 07-10-2024 Location - EDMONDS WA 98026 Building - RESIDENTIAL System No. - 1 Contractor - NORTHWEST PLUMBING CONTRACTORS Contract No. - 240710-02 Calculated By - TAYLOR FAHEY 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 - 116 Feet Size 3/8 K-Factor 4.9 Note: Temperature Rating 155 Calculation Gpm Required 17 Psi Required 39.54 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) - 90 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 Fittings Used Summary A-PEX Design Services Inc. Page 2 GETZ RESIDENCE - One Head Calculation (H.16) Date 7/10/2024 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. GETZ RESIDENCE - One Head Calculation (H.16) Page 3 Date 7/10/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 20 500.0 89.866 17.0 39.536 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.16 116.0 4.9 12.03 17.0 H.7 116.0 12.72 T.25 116.0 13.08 T.26 108.0 18.45 H.6 108.0 18.9 H.9 108.0 19.26 T.27 108.0 19.4 T.28 108.0 19.43 T.29 108.0 19.57 H.17 108.0 19.93 H.8 108.0 20.21 HA 108.0 20.55 H.3 108.0 20.91 H.2 108.0 21.39 H.1 108.0 21.87 H.5 108.0 22.29 HA 1 108.0 22.71 H.19 108.0 23.02 T.32 108.0 23.24 T.33 108.0 23.66 S.1 104.0 25.77 PRV 100.0 34.74 MTR 100.0 38.35 STR 100.0 39.54 H.18 116.0 12.39 H.22 116.0 12.86 T.31 116.0 13.06 T.30 116.0 13.1 T.34 108.0 18.57 H.23 108.0 19.18 T.35 108.0 19.45 H.24 108.0 20.06 H.15 116.0 13.09 H.14 116.0 13.09 H.13 116.0 13.09 H.21 116.0 13.1 H.12 108.0 18.47 H.20 108.0 18.51 H.10 108.0 19.42 0.05 324 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 4 GETZ RESIDENCE - One Head Calculation (H.16) Date 7/10/2024 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.16 116 4.90 9.15 1 Utr 2.0 11.000 150 12.030 to 2.000 0.0 H.7 116 9.15 0.862 13.000 0.0528 0.686 Vel = 5.03 H.7 116 0.0 1 Utr 2.0 5.000 150 12.716 to 2.000 0.0 T.25 116 9.15 0.862 7.000 0.0527 0.369 Vel = 5.03 T.25 116 -0.51 1 2Utb 34.0 12.000 150 13.085 to 28.000 3.465 T.26 108 8.64 0.862 40.000 0.0474 1.898 Vel = 4.75 T.26 108 -2.14 1 Utr 2.0 14.000 150 18.448 to 2.000 0.0 H.6 108 6.5 0.862 16.000 0.0281 0.449 Vel = 3.57 H.6 108 0.0 1 Utr 2.0 11.000 150 18.897 to 2.000 0.0 H.9 108 6.5 0.862 13.000 0.0281 0.365 Vel = 3.57 H.9 108 0.0 1 Utr 2.0 3.000 150 19.262 to 2.000 0.0 T.27 108 6.5 0.862 5.000 0.0280 0.140 Vel = 3.57 T.27 108 -0.42 1 1.000 150 19.402 to 0.0 T.28 108 6.08 0.862 1.000 0.0250 0.025 Vel = 3.34 T.28 108 0.42 1 Utr 2.0 3.000 150 19.427 to 2.000 0.0 T.29 108 6.5 0.862 5.000 0.0280 0.140 Vel = 3.57 T.29 108 0.0 1 13.000 150 19.567 to 0.0 H.17 108 6.5 0.862 13.000 0.0281 0.365 Vel = 3.57 H.17 108 0.0 1 Utr 2.0 8.000 150 19.932 to 2.000 0.0 H.8 108 6.5 0.862 10.000 0.0280 0.280 Vel = 3.57 H.8 108 0.0 1 Utr 2.0 10.000 150 20.212 to 2.000 0.0 HA 108 6.5 0.862 12.000 0.0281 0.337 Vel = 3.57 HA 108 0.0 1 Utr 2.0 11.000 150 20.549 to 2.000 0.0 H.3 108 6.5 0.862 13.000 0.0280 0.364 Vel = 3.57 H.3 108 0.0 1 Utr 2.0 15.000 150 20.913 to 2.000 0.0 H.2 108 6.5 0.862 17.000 0.0281 0.477 Vel = 3.57 H.2 108 0.0 1 Utr 2.0 15.000 150 21.390 to 2.000 0.0 H.1 108 6.5 0.862 17.000 0.0281 0.477 Vel = 3.57 H.1 108 0.0 1 Utr 2.0 13.000 150 21.867 to 2.000 0.0 H.5 108 6.5 0.862 15.000 0.0281 0.421 Vel = 3.57 H.5 108 0.0 1 Utr 2.0 13.000 150 22.288 to 2.000 0.0 H.11 108 6.5 0.862 15.000 0.0281 0.421 Vel = 3.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 5 GETZ RESIDENCE - One Head Calculation (H.16) Date 7/10/2024 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.11 108 0.0 1 Utr 2.0 9.000 150 22.709 to 2.000 0.0 H.19 108 6.5 0.862 11.000 0.0280 0.308 Vel = 3.57 H.19 108 0.0 1 Utr 2.0 6.000 150 23.017 to 2.000 0.0 T.32 108 6.5 0.862 8.000 0.0281 0.225 Vel = 3.57 T.32 108 0.0 1 Utb 17.0 1.000 150 23.242 to 14.000 0.0 T.33 108 6.5 0.862 15.000 0.0281 0.421 Vel = 3.57 T.33 108 10.50 1.5 T 3.443 10.000 150 23.663 to 3.443 1.732 S.1 104 17.0 1.244 13.443 0.0277 0.373 Vel = 4.49 S.1 104 0.0 1.5 2E 3.443 5.000 150 25.768 to 3.443 8.732 * * Fixed Loss = 7 PRV 100 17.0 1.244 8.443 0.0278 0.235 Vel = 4.49 PRV 100 0.0 1.5 2E 12.089 66.000 150 34.735 to 12.089 3.000 * * Fixed Loss = 3 MTR 100 17.0 1.61 78.089 0.0079 0.618 Vel = 2.68 MTR 100 0.0 1 E 2.336 5.000 150 38.353 to T 5.841 9.345 0.0 STR 100 17.0 0.995 G 1.168 14.345 0.0825 1.183 Vel = 7.01 0.0 STR 17.00 39.536 K Factor = 2.70 H.16 116 7.84 1 Utr 2.0 7.000 150 12.030 to 2.000 0.0 H.18 116 7.84 0.862 9.000 0.0397 0.357 Vel = 4.31 H.18 116 0.0 1 Utr 2.0 10.000 150 12.387 to 2.000 0.0 H.22 116 7.84 0.862 12.000 0.0396 0.475 Vel = 4.31 H.22 116 0.0 1 Utr 2.0 3.000 150 12.862 to 2.000 0.0 T.31 116 7.84 0.862 5.000 0.0398 0.199 Vel = 4.31 T.31 116 0.0 1 1.000 150 13.061 to 0.0 T.30 116 7.84 0.862 1.000 0.0390 0.039 Vel = 4.31 T.30 116 0.51 1 2Utb 34.0 17.000 150 13.100 to 28.000 3.465 T.34 108 8.35 0.862 45.000 0.0446 2.005 Vel = 4.59 T.34 108 2.14 1 9.000 150 18.570 to 0.0 H.23 108 10.49 0.862 9.000 0.0679 0.611 Vel = 5.77 H.23 108 0.0 1 Utr 2.0 2.000 150 19.181 to 2.000 0.0 T.35 108 10.49 0.862 4.000 0.0678 0.271 Vel = 5.77 T.35 108 0.0 1 9.000 150 19.452 to 0.0 H.24 108 10.49 0.862 9.000 0.0680 0.612 Vel = 5.77 H.24 108 0.0 1 Utb 17.0 37.000 150 20.064 to Utr 2.0 16.000 0.0 T.33 108 10.49 0.862 53.000 0.0679 3.599 Vel = 5.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen -Williams A-PEX Design Services Inc. Page 6 GETZ RESIDENCE - One Head Calculation (H.16) Date 7/10/2024 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 0.0 T.33 10.49 23.663 K Factor = 2.16 T.25 116 0.51 1 Utr 2.0 5.000 150 13.085 to 2.000 0.0 H.15 116 0.51 0.862 7.000 0.0003 0.002 Vel = 0.28 H.15 116 0.0 1 10.000 150 13.087 to 0.0 H.14 116 0.51 0.862 10.000 0.0003 0.003 Vel = 0.28 H.14 116 0.0 1 Utr 2.0 10.000 150 13.090 to 2.000 0.0 H.13 116 0.51 0.862 12.000 0.0002 0.003 Vel = 0.28 H.13 116 0.0 1 Utr 2.0 20.000 150 13.093 to 2.000 0.0 H.21 116 0.51 0.862 22.000 0.0002 0.005 Vel = 0.28 H.21 116 0.0 1 Utr 2.0 6.000 150 13.098 to 2.000 0.0 T.30 116 0.51 0.862 8.000 0.0002 0.002 Vel = 0.28 0.0 T.30 0.51 13.100 K Factor = 0.14 T.26 108 2.14 1 Utr 2.0 4.000 150 18.448 to 2.000 0.0 H.12 108 2.14 0.862 6.000 0.0037 0.022 Vel = 1.18 H.12 108 0.0 1 Utr 2.0 9.000 150 18.470 to 2.000 0.0 H.20 108 2.14 0.862 11.000 0.0035 0.039 Vel = 1.18 H.20 108 0.0 1 Utr 2.0 15.000 150 18.509 to 2.000 0.0 T.34 108 2.14 0.862 17.000 0.0036 0.061 Vel = 1.18 0.0 T.34 2.14 18.570 K Factor = 0.50 T.27 108 0.43 0.75 Utb 17.0 2.000 150 19.402 to Utr 2.0 19.000 0.0 H.10 108 0.43 0.671 21.000 0.0006 0.013 Vel = 0.39 H.10 108 0.0 0.75 Utb 17.0 2.000 150 19.415 to 17.000 0.0 T.28 108 0.43 0.671 19.000 0.0006 0.012 Vel = 0.39 0.0 T.28 0.43 19.427 K Factor = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: ANOW DESIGN A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 E WA,SNII TON STATE ■ DEC 3 CERTIFICATE OF COMPETENCY ■ FIRE SPRINKLER SYSTEMS Libby Marie Babb i 3791-0722-A Level ■ A-Pex Design Services, Inc. ■ i APEXDDS782K5 i ■ �^ ■ V _ V slSnaalr� net. Job Name GETZ RESIDENCE - Two Head Calculation (H.14 & H.15) Drawing RESIDENTIAL Location 8811 194TH ST SW EDMONDS WA 98026 Remote Area 1 Contract 240710-02 Data File 240710-02 Maplewood Estates Lot C Getz Residence.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 GETZ RESIDENCE - Two Head Calculation (H.14 & H.15) Date 7/10/2024 HYDRAULIC DESIGN INFORMATION SHEET Name - GETZ RESIDENCE Date - 07-10-2024 Location - EDMONDS WA 98026 Building - RESIDENTIAL System No. - 1 Contractor - NORTHWEST PLUMBING CONTRACTORS Contract No. - 240710-02 Calculated By - TAYLOR FAHEY 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 - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - 0 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model LL-RFC49 Elevation at Highest Outlet - 116 Feet Size 3/8 K-Factor 4.9 Note: Temperature Rating 155 Calculation Gpm Required 26.1338 Psi Required 46.71 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) - 90 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 Fittings Used Summary A-PEX Design Services Inc. Page 2 GETZ RESIDENCE - Two Head Calculation (H.14 & H.15) Date 7/10/2024 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. GETZ RESIDENCE - Two Head Calculation (H.14 & H.15) Page 3 Date 7/10/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 90.0 20 500.0 89.702 26.13 46.714 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.14 116.0 4.9 7.04 13.0 0.05 256 H.13 116.0 7.59 H.21 116.0 8.6 T.30 116.0 8.96 T.34 108.0 16.64 H.23 108.0 17.99 T.35 108.0 18.6 H.24 108.0 19.95 T.33 108.0 27.91 S.1 104.0 30.47 PRV 100.0 39.72 MTR 100.0 44.09 STIR 100.0 46.71 H.15 116.0 4.9 7.18 13.13 0.05 256 T.25 116.0 8.43 T.26 108.0 16.32 H.6 108.0 17.32 H.9 108.0 18.13 T.27 108.0 18.44 T.28 108.0 18.49 T.29 108.0 18.8 H.17 108.0 19.61 H.8 108.0 20.24 HA 108.0 20.99 H.3 108.0 21.8 H.2 108.0 22.86 H.1 108.0 23.92 H.5 108.0 24.85 H.11 108.0 25.79 H.19 108.0 26.48 T.32 108.0 26.98 H.7 116.0 8.51 H.16 116.0 8.66 H.18 116.0 8.76 H.22 116.0 8.9 T.31 116.0 8.95 H.12 108.0 16.37 H.20 108.0 16.48 H.10 108.0 18.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 4 GETZ RESIDENCE - Two Head Calculation (H.14 & H.15) Date 7/10/2024 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.14 116 4.90 8.48 1 Utr 2.0 10.000 150 7.040 to 2.000 0.0 H.13 116 8.48 0.862 12.000 0.0458 0.550 Vel = 4.66 H.13 116 0.0 1 Utr 2.0 20.000 150 7.590 to 2.000 0.0 H.21 116 8.48 0.862 22.000 0.0458 1.008 Vel = 4.66 H.21 116 0.0 1 Utr 2.0 6.000 150 8.598 to 2.000 0.0 T.30 116 8.48 0.862 8.000 0.0458 0.366 Vel = 4.66 T.30 116 4.00 1 2Utb 34.0 17.000 150 8.964 to 28.000 3.465 T.34 108 12.48 0.862 45.000 0.0936 4.213 Vel = 6.86 T.34 108 3.63 1 9.000 150 16.642 to 0.0 H.23 108 16.11 0.862 9.000 0.1502 1.352 Vel = 8.86 H.23 108 0.0 1 Utr 2.0 2.000 150 17.994 to 2.000 0.0 T.35 108 16.11 0.862 4.000 0.1502 0.601 Vel = 8.86 T.35 108 0.0 1 9.000 150 18.595 to 0.0 H.24 108 16.11 0.862 9.000 0.1502 1.352 Vel = 8.86 H.24 108 0.0 1 Utb 17.0 37.000 150 19.947 to Utr 2.0 16.000 0.0 T.33 108 16.11 0.862 53.000 0.1502 7.963 Vel = 8.86 T.33 108 10.02 1.5 T 3.443 10.000 150 27.910 to 3.443 1.732 S.1 104 26.13 1.244 13.443 0.0617 0.829 Vel = 6.90 S.1 104 0.0 1.5 2E 3.443 5.000 150 30.471 to 3.443 8.732 * * Fixed Loss = 7 PRV 100 26.13 1.244 8.443 0.0616 0.520 Vel = 6.90 PRV 100 0.0 1.5 2E 12.089 66.000 150 39.723 to 12.089 3.000 * * Fixed Loss = 3 MTR 100 26.13 1.61 78.089 0.0175 1.369 Vel = 4.12 MTR 100 0.0 1 E 2.336 5.000 150 44.092 to T 5.841 9.345 0.0 STIR 100 26.13 0.995 G 1.168 14.345 0.1828 2.622 Vel = 10.78 0.0 STIR 26.13 46.714 K Factor = 3.82 H.14 116 4.52 1 10.000 150 7.040 to 0.0 H.15 116 4.52 0.862 10.000 0.0143 0.143 Vel = 2.48 H.15 116 4.90 13.13 1 Utr 2.0 5.000 150 7.183 to 2.000 0.0 T.25 116 17.65 0.862 7.000 0.1779 1.245 Vel = 9.70 T.25 116 -3.99 1 2Utb 34.0 12.000 150 8.428 to 28.000 3.465 T.26 108 13.66 0.862 40.000 0.1106 4.424 Vel = 7.51 T.26 108 -3.64 1 Utr 2.0 14.000 150 16.317 to 2.000 0.0 H.6 108 10.02 0.862 16.000 0.0624 0.998 Vel = 5.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 5 GETZ RESIDENCE - Two Head Calculation (H.14 & H.15) Date 7/10/2024 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.6 108 0.0 1 Utr 2.0 11.000 150 17.315 to 2.000 0.0 H.9 108 10.02 0.862 13.000 0.0624 0.811 Vel = 5.51 H.9 108 0.0 1 Utr 2.0 3.000 150 18.126 to 2.000 0.0 T.27 108 10.02 0.862 5.000 0.0622 0.311 Vel = 5.51 T.27 108 -0.66 1 1.000 150 18.437 to 0.0 T.28 108 9.36 0.862 1.000 0.0550 0.055 Vel = 5.15 T.28 108 0.66 1 Utr 2.0 3.000 150 18.492 to 2.000 0.0 T.29 108 10.02 0.862 5.000 0.0624 0.312 Vel = 5.51 T.29 108 0.0 1 13.000 150 18.804 to 0.0 H.17 108 10.02 0.862 13.000 0.0624 0.811 Vel = 5.51 H.17 108 0.0 1 Utr 2.0 8.000 150 19.615 to 2.000 0.0 H.8 108 10.02 0.862 10.000 0.0624 0.624 Vel = 5.51 H.8 108 0.0 1 Utr 2.0 10.000 150 20.239 to 2.000 0.0 HA 108 10.02 0.862 12.000 0.0623 0.748 Vel = 5.51 HA 108 0.0 1 Utr 2.0 11.000 150 20.987 to 2.000 0.0 H.3 108 10.02 0.862 13.000 0.0624 0.811 Vel = 5.51 H.3 108 0.0 1 Utr 2.0 15.000 150 21.798 to 2.000 0.0 H.2 108 10.02 0.862 17.000 0.0624 1.060 Vel = 5.51 H.2 108 0.0 1 Utr 2.0 15.000 150 22.858 to 2.000 0.0 H.1 108 10.02 0.862 17.000 0.0624 1.061 Vel = 5.51 H.1 108 0.0 1 Utr 2.0 13.000 150 23.919 to 2.000 0.0 H.5 108 10.02 0.862 15.000 0.0623 0.935 Vel = 5.51 H.5 108 0.0 1 Utr 2.0 13.000 150 24.854 to 2.000 0.0 H.11 108 10.02 0.862 15.000 0.0624 0.936 Vel = 5.51 H.11 108 0.0 1 Utr 2.0 9.000 150 25.790 to 2.000 0.0 H.19 108 10.02 0.862 11.000 0.0624 0.686 Vel = 5.51 H.19 108 0.0 1 Utr 2.0 6.000 150 26.476 to 2.000 0.0 T.32 108 10.02 0.862 8.000 0.0624 0.499 Vel = 5.51 T.32 108 0.0 1 Utb 17.0 1.000 150 26.975 to 14.000 0.0 T.33 108 10.02 0.862 15.000 0.0623 0.935 Vel = 5.51 0.0 T.33 10.02 27.910 K Factor = 1.90 T.25 116 4.00 1 Utr 2.0 5.000 150 8.428 to 2.000 0.0 H.7 116 4.0 0.862 7.000 0.0114 0.080 Vel = 2.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams A-PEX Design Services Inc. Page 6 GETZ RESIDENCE - Two Head Calculation (H.14 & H.15) Date 7/10/2024 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.7 116 0.0 1 Utr 2.0 11.000 150 8.508 to 2.000 0.0 H.16 116 4.0 0.862 13.000 0.0114 0.148 Vel = 2.20 H.16 116 0.0 1 Utr 2.0 7.000 150 8.656 to 2.000 0.0 H.18 116 4.0 0.862 9.000 0.0114 0.103 Vel = 2.20 H.18 116 0.0 1 Utr 2.0 10.000 150 8.759 to 2.000 0.0 H.22 116 4.0 0.862 12.000 0.0114 0.137 Vel = 2.20 H.22 116 0.0 1 Utr 2.0 3.000 150 8.896 to 2.000 0.0 T.31 116 4.0 0.862 5.000 0.0114 0.057 Vel = 2.20 T.31 116 0.0 1 1.000 150 8.953 to 0.0 T.30 116 4.0 0.862 1.000 0.0110 0.011 Vel = 2.20 0.0 T.30 4.00 8.964 K Factor = 1.34 T.26 108 3.64 1 Utr 2.0 4.000 150 16.317 to 2.000 0.0 H.12 108 3.64 0.862 6.000 0.0095 0.057 Vel = 2.00 H.12 108 0.0 1 Utr 2.0 9.000 150 16.374 to 2.000 0.0 H.20 108 3.64 0.862 11.000 0.0095 0.105 Vel = 2.00 H.20 108 0.0 1 Utr 2.0 15.000 150 16.479 to 2.000 0.0 T.34 108 3.64 0.862 17.000 0.0096 0.163 Vel = 2.00 0.0 T.34 3.64 16.642 K Factor = 0.89 T.27 108 0.66 0.75 Utb 17.0 2.000 150 18.437 to Utr 2.0 19.000 0.0 H.10 108 0.66 0.671 21.000 0.0014 0.029 Vel = 0.60 H.10 108 0.0 0.75 Utb 17.0 2.000 150 18.466 to 17.000 0.0 T.28 108 0.66 0.671 19.000 0.0014 0.026 Vel = 0.60 T.28 18.492 K Factor = 0.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087