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REVIEWED FIR2021-0154+Calculations+12.28.2021_11.14.10_AM+2593856RECEIVED Dec 28 2021 FIR2021-0154 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVIEWED BY CITY OF EDMONDS A000 DESIGNVim rowwwW WWWW W W W W W W RO W W W W WOUirome W"HomCrON I3TATI• MUMP1CAT11 Cr 00IMP ITIONCY Aid• ruar"T10N ammmLlill avorsms • ■ Kyle Robertson 7053-0809-A Level Lakeside Plumbing & Heating, I LAKESPH0010A t � rs • � 1 itli1121 � A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name HOMECRAFT EDMONDS - One Head Calculation (H.23) Drawing RESIDENTIAL Location 20118 83RD AVE W EDMONDS WA 98026 Remote Area 1 Contract 211222-04 Data File 211222-04 Homecraft Edmonds 20118 83rd Ave W.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. HOMECRAFT EDMONDS - One Head Calculation (H.23) HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 12/22/2021 Name - HOMECRAFT EDMONDS Date - 12-22-2021 Location - EDMONDS WA 98026 Building - RESIDENTIAL System No. - 1 Contractor - LAKESIDE PLUMBING Contract No. - 211222-04 Calculated By - LIBBY BABB 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)l ( )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 30.23 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. HOMECRAFT EDMONDS - One Head Calculation (H.23) Page 2 Date 12/22/2021 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 30.235 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 39.670 150 140 130 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 11 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 HOMECRAFT EDMONDS - One Head Calculation (H.23) Date 12/22/2021 Fitting Legend Abbrev. Name 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 HOMECRAFT EDMONDS - One Head Calculation (H.23) Date 12/22/2021 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 30.235 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.23 116.0 4.9 12.03 17.0 H.26 116.0 12.81 T.42 116.0 13.28 T.41 108.0 17.63 H.27 108.0 17.95 T.46 108.0 18.45 H.29 108.0 18.6 T.45 108.0 19.78 S.1 104.0 21.8 MTR 100.0 27.82 STIR 100.0 30.24 H.20 116.0 12.34 T.39 116.0 12.54 H.9 116.0 13.12 T.34 116.0 13.49 T.38 108.0 17.51 H.11 108.0 17.53 H.12 108.0 17.56 T.36 108.0 17.58 HA 108.0 17.75 H.6 108.0 17.94 H.13 108.0 18.08 H.17 108.0 18.22 T.40 108.0 18.28 H.16 108.0 18.4 H.24 108.0 18.53 T.44 108.0 18.58 H.25 116.0 13.36 H.32 116.0 13.52 H.31 116.0 13.69 H.30 116.0 13.85 T.43 116.0 14.04 H.3 116.0 13.57 H.2 116.0 13.65 T.33 116.0 13.71 H.1 116.0 13.79 H.5 116.0 13.85 H.8 116.0 13.91 T.35 116.0 13.96 H.7 116.0 13.97 T.37 116.0 13.99 H.14 116.0 14.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. HOMECRAFT EDMONDS - One Head Calculation (H.23) NODE ANALYSIS (cont.) Page 5 Date 12/22/2021 Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 116.0 14.01 H.19 116.0 14.01 H.18 116.0 14.02 H.10 108.0 17.53 H.21 108.0 17.57 H.22 108.0 17.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 HOMECRAFT EDMONDS - One Head Calculation (H.23) Date 12/22/2021 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.23 9.79 0.862 Utr 2.0 11.000 12.030 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.26 9.79 0.0598 0.0 13.000 0.777 Vel = 5.38 H.26 0.0 0.862 0.0 8.000 12.807 to 150.0 0.0 0.0 0.0 T.42 9.79 0.0598 0.0 8.000 0.478 Vel = 5.38 T.42 -4.56 0.862 2Utb 34.0 19.000 13.285 to 150.0 0.0 28.000 3.465 T.41 5.23 0.0187 0.0 47.000 0.880 Vel = 2.88 T.41 2.19 0.862 Utr 2.0 7.000 17.630 to 150.0 0.0 2.000 0.0 H.27 7.42 0.0358 0.0 9.000 0.322 Vel = 4.08 H.27 0.0 0.862 Utr 2.0 12.000 17.952 to 150.0 0.0 2.000 0.0 T.46 7.42 0.0358 0.0 14.000 0.501 Vel = 4.08 T.46 0.0 0.862 0.0 4.000 18.453 to 150.0 0.0 0.0 0.0 H.29 7.42 0.0360 0.0 4.000 0.144 Vel = 4.08 H.29 0.0 0.862 Utb 17.0 17.000 18.597 to 150.0 Utr 2.0 16.000 0.0 T.45 7.42 0.0358 0.0 33.000 1.181 Vel = 4.08 T.45 9.58 1.244 T 3.443 7.000 19.778 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0279 0.0 10.443 0.291 Vel = 4.49 S.1 0.0 1.61 2E 12.089 150.000 21.801 to 150.0 0.0 12.088 4.732 * * Fixed Loss = 3 MTR 17.0 0.0079 0.0 162.088 1.283 Vel = 2.68 MTR 0.0 0.995 E 2.336 20.000 27.816 to 150.0 T 5.841 9.345 0.0 STIR 17.0 0.0824 G 1.168 29.345 2.419 Vel = 7.01 0.0 17.00 30.235 K Factor = 3.09 H.23 7.21 0.862 Utr 2.0 7.000 12.030 to 150.0 0.0 2.000 0.0 H.20 7.21 0.0339 0.0 9.000 0.305 Vel = 3.96 H.20 0.0 0.862 Utr 2.0 4.000 12.335 to 150.0 0.0 2.000 0.0 T.39 7.21 0.0338 0.0 6.000 0.203 Vel = 3.96 T.39 0.0 0.862 Utr 2.0 15.000 12.538 to 150.0 0.0 2.000 0.0 H.9 7.21 0.0339 0.0 17.000 0.577 Vel = 3.96 H.9 0.0 0.862 Utr 2.0 9.000 13.115 to 150.0 0.0 2.000 0.0 T.34 7.21 0.0339 0.0 11.000 0.373 Vel = 3.96 T.34 -3.13 0.862 2Utb 34.0 19.000 13.488 to 150.0 0.0 28.000 3.465 T.38 4.08 0.0118 0.0 47.000 0.556 Vel = 2.24 T.38 -2.19 0.862 Utr 2.0 6.000 17.509 to 150.0 0.0 2.000 0.0 H.11 1.89 0.0029 0.0 8.000 0.023 Vel = 1.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. HOMECRAFT EDMONDS - One Head Calculation (H.23) Page 7 Date 12/22/2021 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.11 0.0 0.862 Utr 2.0 9.000 17.532 to 150.0 0.0 2.000 0.0 H.12 1.89 0.0028 0.0 11.000 0.031 Vel = 1.04 H.12 0.0 0.862 Utr 2.0 4.000 17.563 to 150.0 0.0 2.000 0.0 T.36 1.89 0.0028 0.0 6.000 0.017 Vel = 1.04 T.36 2.07 0.862 Utr 2.0 13.000 17.580 to 150.0 0.0 2.000 0.0 H.4 3.96 0.0112 0.0 15.000 0.168 Vel = 2.18 HA 0.0 0.862 Utr 2.0 15.000 17.748 to 150.0 0.0 2.000 0.0 H.6 3.96 0.0112 0.0 17.000 0.190 Vel = 2.18 H.6 0.0 0.862 Utr 2.0 11.000 17.938 to 150.0 0.0 2.000 0.0 H.13 3.96 0.0112 0.0 13.000 0.145 Vel = 2.18 H.13 0.0 0.862 Utr 2.0 10.000 18.083 to 150.0 0.0 2.000 0.0 H.17 3.96 0.0112 0.0 12.000 0.134 Vel = 2.18 H.17 0.0 0.862 Utr 2.0 4.000 18.217 to 150.0 0.0 2.000 0.0 T.40 3.96 0.0112 0.0 6.000 0.067 Vel = 2.18 T.40 0.0 0.862 Utr 2.0 8.000 18.284 to 150.0 0.0 2.000 0.0 H.16 3.96 0.0112 0.0 10.000 0.112 Vel = 2.18 H.16 0.0 0.862 Utr 2.0 10.000 18.396 to 150.0 0.0 2.000 0.0 H.24 3.96 0.0112 0.0 12.000 0.134 Vel = 2.18 H.24 0.0 0.862 Utr 2.0 2.000 18.530 to 150.0 0.0 2.000 0.0 T.44 3.96 0.0112 0.0 4.000 0.045 Vel = 2.18 T.44 5.61 0.862 Utb 17.0 7.000 18.575 to 150.0 0.0 14.000 0.0 T.45 9.57 0.0573 0.0 21.000 1.203 Vel = 5.26 0.0 9.57 19.778 K Factor = 2.15 T.42 4.56 0.862 Utr 2.0 3.000 13.285 to 150.0 0.0 2.000 0.0 H.25 4.56 0.0146 0.0 5.000 0.073 Vel = 2.51 H.25 0.0 0.862 Utr 2.0 9.000 13.358 to 150.0 0.0 2.000 0.0 H.32 4.56 0.0145 0.0 11.000 0.160 Vel = 2.51 H.32 0.0 0.862 0.0 12.000 13.518 to 150.0 0.0 0.0 0.0 H.31 4.56 0.0145 0.0 12.000 0.174 Vel = 2.51 H.31 0.0 0.862 Utr 2.0 9.000 13.692 to 150.0 0.0 2.000 0.0 H.30 4.56 0.0145 0.0 11.000 0.160 Vel = 2.51 H.30 0.0 0.862 Utr 2.0 11.000 13.852 to 150.0 0.0 2.000 0.0 T.43 4.56 0.0145 0.0 13.000 0.189 Vel = 2.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. HOMECRAFT EDMONDS - One Head Calculation (H.23) Page 8 Date 12/22/2021 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.43 1.06 0.862 2Utb 34.0 22.000 14.041 to 150.0 0.0 28.000 3.465 T.44 5.62 0.0214 0.0 50.000 1.069 Vel = 3.09 0.0 5.62 18.575 K Factor = 1.30 T.34 3.12 0.862 Utr 2.0 9.000 13.488 to 150.0 0.0 2.000 0.0 H.3 3.12 0.0072 0.0 11.000 0.079 Vel = 1.72 H.3 0.0 0.862 Utr 2.0 9.000 13.567 to 150.0 0.0 2.000 0.0 H.2 3.12 0.0072 0.0 11.000 0.079 Vel = 1.72 H.2 0.0 0.862 Utr 2.0 7.000 13.646 to 150.0 0.0 2.000 0.0 T.33 3.12 0.0072 0.0 9.000 0.065 Vel = 1.72 T.33 0.0 0.862 Utr 2.0 9.000 13.711 to 150.0 0.0 2.000 0.0 H.1 3.12 0.0073 0.0 11.000 0.080 Vel = 1.72 H.1 0.0 0.862 Utr 2.0 6.000 13.791 to 150.0 0.0 2.000 0.0 H.5 3.12 0.0071 0.0 8.000 0.057 Vel = 1.72 H.5 0.0 0.862 Utr 2.0 6.000 13.848 to 150.0 0.0 2.000 0.0 H.8 3.12 0.0072 0.0 8.000 0.058 Vel = 1.72 H.8 0.0 0.862 0.0 8.000 13.906 to 150.0 0.0 0.0 0.0 T.35 3.12 0.0072 0.0 8.000 0.058 Vel = 1.72 T.35 -1.05 0.862 2Utb 34.0 17.000 13.964 to 150.0 0.0 28.000 3.465 T.36 2.07 0.0034 0.0 45.000 0.151 Vel = 1.14 0.0 2.07 17.580 K Factor = 0.49 T.35 1.05 0.862 Utr 2.0 9.000 13.964 to 150.0 0.0 2.000 0.0 H.7 1.05 0.0009 0.0 11.000 0.010 Vel = 0.58 H.7 0.0 0.862 Utr 2.0 11.000 13.974 to 150.0 0.0 2.000 0.0 T.37 1.05 0.0010 0.0 13.000 0.013 Vel = 0.58 T.37 0.0 0.862 Utr 2.0 6.000 13.987 to 150.0 0.0 2.000 0.0 H.14 1.05 0.0010 0.0 8.000 0.008 Vel = 0.58 H.14 0.0 0.862 Utr 2.0 11.000 13.995 to 150.0 0.0 2.000 0.0 H.15 1.05 0.0010 0.0 13.000 0.013 Vel = 0.58 H.15 0.0 0.862 Utr 2.0 5.000 14.008 to 150.0 0.0 2.000 0.0 H.19 1.05 0.0009 0.0 7.000 0.006 Vel = 0.58 H.19 0.0 0.862 Utr 2.0 8.000 14.014 to 150.0 0.0 2.000 0.0 H.18 1.05 0.0010 0.0 10.000 0.010 Vel = 0.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. HOMECRAFT EDMONDS - One Head Calculation (H.23) Page 9 Date 12/22/2021 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.18 0.0 0.862 Utr 2.0 16.000 14.024 to 150.0 0.0 2.000 0.0 T.43 1.05 0.0009 0.0 18.000 0.017 Vel = 0.58 0.0 1.05 14.041 K Factor = 0.28 T.38 2.20 0.862 Utr 2.0 3.000 17.509 to 150.0 0.0 2.000 0.0 H.10 2.2 0.0038 0.0 5.000 0.019 Vel = 1.21 H.10 0.0 0.862 Utr 2.0 9.000 17.528 to 150.0 0.0 2.000 0.0 H.21 2.2 0.0037 0.0 11.000 0.041 Vel = 1.21 H.21 0.0 0.862 Utr 2.0 9.000 17.569 to 150.0 0.0 2.000 0.0 H.22 2.2 0.0038 0.0 11.000 0.042 Vel = 1.21 H.22 0.0 0.862 Utr 2.0 3.000 17.611 to 150.0 0.0 2.000 0.0 T.41 2.2 0.0038 0.0 5.000 0.019 Vel = 1.21 0.0 2.20 17.630 K Factor = 0.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 /���rr�orr:�rrrrr��rrrrr�srr�s� W"HI1IOTON OTATIr OMMFICATS Or COROri yffmay r'/RH rxcrr CTIOM immmLRII aye-ir s ■ ■ Kyle Robertson 7053-0809-A Leven Lakeside Plumbing & Heating, LAKESPH0010A �■ a ptr" S1121 M r... r DESIGN SERVI A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name HOMECRAFT EDMONDS - Two Head Calculation (H.2 & H.3) Drawing RESIDENTIAL Location 20118 83RD AVE W EDMONDS WA 98026 Remote Area 1 Contract 211222-04 Data File 211222-04 Homecraft Edmonds 20118 83rd Ave W.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. HOMECRAFT EDMONDS - Two Head Calculation (H.2 & H.3) HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 12/22/2021 Name - HOMECRAFT EDMONDS Date - 12-22-2021 Location - EDMONDS WA 98026 Building - RESIDENTIAL System No. - 1 Contractor - LAKESIDE PLUMBING Contract No. - 211222-04 Calculated By - LIBBY BABB 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 26.0576 Psi Required 34.95 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. HOMECRAFT EDMONDS - Two Head Calculation (H.2 & H.3) Page 2 Date 12/22/2021 City Water Supply: Demand: C1 - Static Pressure : 70 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.058 C2 - Residual Flow 500 D2 - System Pressure 34.950 Hose ( Demand ) D3 - System Demand : 26.058 Safety Margin 34.838 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 U 70 R 60 E 50 40 Lit 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW ( N 11 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 HOMECRAFT EDMONDS - Two Head Calculation (H.2 & H.3) Date 12/22/2021 Fitting Legend Abbrev. Name 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 HOMECRAFT EDMONDS - Two Head Calculation (H.2 & H.3) Date 12/22/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 70.0 20 500.0 69.788 26.06 34.95 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 116.0 4.9 7.04 13.0 T.33 116.0 7.63 H.1 116.0 8.36 H.5 116.0 8.88 H.8 116.0 9.41 T.35 116.0 9.94 T.36 108.0 14.24 HA 108.0 14.7 H.6 108.0 15.22 H.13 108.0 15.61 H.17 108.0 15.98 T.40 108.0 16.16 H.16 108.0 16.46 H.24 108.0 16.83 T.44 108.0 16.95 T.45 108.0 19.68 S.1 104.0 22.06 MTR 100.0 29.62 STR 100.0 34.95 H.3 116.0 4.9 7.1 13.06 T.34 116.0 8.68 T.38 108.0 14.19 H.10 108.0 14.34 H.21 108.0 14.66 H.22 108.0 14.99 T.41 108.0 15.13 H.27 108.0 15.82 T.46 108.0 16.88 H.29 108.0 17.18 H.9 116.0 9.08 T.39 116.0 9.7 H.20 116.0 9.92 H.23 116.0 10.25 H.26 116.0 10.72 T.42 116.0 11.01 H.7 116.0 10.13 T.37 116.0 10.37 H.14 116.0 10.51 H.15 116.0 10.74 H.19 116.0 10.87 H.18 116.0 11.05 T.43 116.0 11.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. HOMECRAFT EDMONDS - Two Head Calculation (H.2 & H.3) NODE ANALYSIS (cont.) Page 5 Date 12/22/2021 Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 108.0 14.21 H.12 108.0 14.23 H.25 116.0 11.05 H.32 116.0 11.12 H.31 116.0 11.2 H.30 116.0 11.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 HOMECRAFT EDMONDS - Two Head Calculation (H.2 & H.3) Date 12/22/2021 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.2 10.32 0.862 Utr 2.0 7.000 7.040 K Factor = 4.90 to 150.0 0.0 2.000 0.0 T.33 10.32 0.0659 0.0 9.000 0.593 Vel = 5.67 T.33 0.0 0.862 Utr 2.0 9.000 7.633 to 150.0 0.0 2.000 0.0 H.1 10.32 0.0658 0.0 11.000 0.724 Vel = 5.67 H.1 0.0 0.862 Utr 2.0 6.000 8.357 to 150.0 0.0 2.000 0.0 H.5 10.32 0.0659 0.0 8.000 0.527 Vel = 5.67 H.5 0.0 0.862 Utr 2.0 6.000 8.884 to 150.0 0.0 2.000 0.0 H.8 10.32 0.0659 0.0 8.000 0.527 Vel = 5.67 H.8 0.0 0.862 0.0 8.000 9.411 to 150.0 0.0 0.0 0.0 T.35 10.32 0.0659 0.0 8.000 0.527 Vel = 5.67 T.35 -5.10 0.862 2Utb 34.0 17.000 9.938 to 150.0 0.0 28.000 3.465 T.36 5.22 0.0187 0.0 45.000 0.840 Vel = 2.87 T.36 1.57 0.862 Utr 2.0 13.000 14.243 to 150.0 0.0 2.000 0.0 H.4 6.79 0.0304 0.0 15.000 0.456 Vel = 3.73 H.4 0.0 0.862 Utr 2.0 15.000 14.699 to 150.0 0.0 2.000 0.0 H.6 6.79 0.0304 0.0 17.000 0.517 Vel = 3.73 H.6 0.0 0.862 Utr 2.0 11.000 15.216 to 150.0 0.0 2.000 0.0 H.13 6.79 0.0304 0.0 13.000 0.395 Vel = 3.73 H.13 0.0 0.862 Utr 2.0 10.000 15.611 to 150.0 0.0 2.000 0.0 H.17 6.79 0.0304 0.0 12.000 0.365 Vel = 3.73 H.17 0.0 0.862 Utr 2.0 4.000 15.976 to 150.0 0.0 2.000 0.0 T.40 6.79 0.0305 0.0 6.000 0.183 Vel = 3.73 T.40 0.0 0.862 Utr 2.0 8.000 16.159 to 150.0 0.0 2.000 0.0 H.16 6.79 0.0304 0.0 10.000 0.304 Vel = 3.73 H.16 0.0 0.862 Utr 2.0 10.000 16.463 to 150.0 0.0 2.000 0.0 H.24 6.79 0.0303 0.0 12.000 0.364 Vel = 3.73 H.24 0.0 0.862 Utr 2.0 2.000 16.827 to 150.0 0.0 2.000 0.0 T.44 6.79 0.0305 0.0 4.000 0.122 Vel = 3.73 T.44 8.13 0.862 Utb 17.0 7.000 16.949 to 150.0 0.0 14.000 0.0 T.45 14.92 0.1303 0.0 21.000 2.736 Vel = 8.20 T.45 11.14 1.244 T 3.443 7.000 19.685 to 150.0 0.0 3.443 1.732 S.1 26.06 0.0613 0.0 10.443 0.640 Vel = 6.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 HOMECRAFT EDMONDS - Two Head Calculation (H.2 & H.3) Date 12/22/2021 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S.1 0.0 1.61 2E 12.089 150.000 22.057 to 150.0 0.0 12.088 4.732 * * Fixed Loss = 3 MTR 26.06 0.0174 0.0 162.088 2.828 Vel = 4.11 MTR 0.0 0.995 E 2.336 20.000 29.617 to 150.0 T 5.841 9.345 0.0 STIR 26.06 0.1817 G 1.168 29.345 5.333 Vel = 10.75 0.0 26.06 34.950 K Factor = 4.41 H.2 2.68 0.862 Utr 2.0 9.000 7.040 to 150.0 0.0 2.000 0.0 H.3 2.68 0.0055 0.0 11.000 0.060 Vel = 1.47 H.3 13.06 0.862 Utr 2.0 9.000 7.100 K Factor = 4.90 to 150.0 0.0 2.000 0.0 T.34 15.74 0.1438 0.0 11.000 1.582 Vel = 8.65 T.34 -7.49 0.862 2Utb 34.0 19.000 8.682 to 150.0 0.0 28.000 3.465 T.38 8.25 0.0435 0.0 47.000 2.045 Vel = 4.54 T.38 -1.57 0.862 Utr 2.0 3.000 14.192 to 150.0 0.0 2.000 0.0 H.10 6.68 0.0296 0.0 5.000 0.148 Vel = 3.67 H.10 0.0 0.862 Utr 2.0 9.000 14.340 to 150.0 0.0 2.000 0.0 H.21 6.68 0.0294 0.0 11.000 0.323 Vel = 3.67 H.21 0.0 0.862 Utr 2.0 9.000 14.663 to 150.0 0.0 2.000 0.0 H.22 6.68 0.0295 0.0 11.000 0.324 Vel = 3.67 H.22 0.0 0.862 Utr 2.0 3.000 14.987 to 150.0 0.0 2.000 0.0 T.41 6.68 0.0294 0.0 5.000 0.147 Vel = 3.67 T.41 4.46 0.862 Utr 2.0 7.000 15.134 to 150.0 0.0 2.000 0.0 H.27 11.14 0.0759 0.0 9.000 0.683 Vel = 6.12 H.27 0.0 0.862 Utr 2.0 12.000 15.817 to 150.0 0.0 2.000 0.0 T.46 11.14 0.0759 0.0 14.000 1.062 Vel = 6.12 T.46 0.0 0.862 0.0 4.000 16.879 to 150.0 0.0 0.0 0.0 H.29 11.14 0.0758 0.0 4.000 0.303 Vel = 6.12 H.29 0.0 0.862 Utb 17.0 17.000 17.182 to 150.0 Utr 2.0 16.000 0.0 T.45 11.14 0.0758 0.0 33.000 2.503 Vel = 6.12 0.0 11.14 19.685 K Factor = 2.51 T.34 7.49 0.862 Utr 2.0 9.000 8.682 to 150.0 0.0 2.000 0.0 H.9 7.49 0.0365 0.0 11.000 0.401 Vel = 4.12 H.9 0.0 0.862 Utr 2.0 15.000 9.083 to 150.0 0.0 2.000 0.0 T.39 7.49 0.0364 0.0 17.000 0.619 Vel = 4.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 HOMECRAFT EDMONDS - Two Head Calculation (H.2 & H.3) Date 12/22/2021 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.39 0.0 0.862 Utr 2.0 4.000 9.702 to 150.0 0.0 2.000 0.0 H.20 7.49 0.0363 0.0 6.000 0.218 Vel = 4.12 H.20 0.0 0.862 Utr 2.0 7.000 9.920 to 150.0 0.0 2.000 0.0 H.23 7.49 0.0364 0.0 9.000 0.328 Vel = 4.12 H.23 0.0 0.862 Utr 2.0 11.000 10.248 to 150.0 0.0 2.000 0.0 H.26 7.49 0.0364 0.0 13.000 0.473 Vel = 4.12 H.26 0.0 0.862 0.0 8.000 10.721 to 150.0 0.0 0.0 0.0 T.42 7.49 0.0365 0.0 8.000 0.292 Vel = 4.12 T.42 -3.03 0.862 2Utb 34.0 19.000 11.013 to 150.0 0.0 28.000 3.465 T.41 4.46 0.0140 0.0 47.000 0.656 Vel = 2.45 0.0 4.46 15.134 K Factor = 1.15 T.35 5.10 0.862 Utr 2.0 9.000 9.938 to 150.0 0.0 2.000 0.0 H.7 5.1 0.0178 0.0 11.000 0.196 Vel = 2.80 H.7 0.0 0.862 Utr 2.0 11.000 10.134 to 150.0 0.0 2.000 0.0 T.37 5.1 0.0179 0.0 13.000 0.233 Vel = 2.80 T.37 0.0 0.862 Utr 2.0 6.000 10.367 to 150.0 0.0 2.000 0.0 H.14 5.1 0.0179 0.0 8.000 0.143 Vel = 2.80 H.14 0.0 0.862 Utr 2.0 11.000 10.510 to 150.0 0.0 2.000 0.0 H.15 5.1 0.0178 0.0 13.000 0.232 Vel = 2.80 H.15 0.0 0.862 Utr 2.0 5.000 10.742 to 150.0 0.0 2.000 0.0 H.19 5.1 0.0179 0.0 7.000 0.125 Vel = 2.80 H.19 0.0 0.862 Utr 2.0 8.000 10.867 to 150.0 0.0 2.000 0.0 H.18 5.1 0.0179 0.0 10.000 0.179 H.18 0.0 0.862 Utr 2.0 16.000 11.046 to 150.0 0.0 2.000 0.0 T.43 5.1 0.0178 0.0 18.000 0.321 Vel = 2.80 Vel = 2.80 T.43 3.03 0.862 2Utb 34.0 22.000 11.367 to 150.0 0.0 28.000 3.465 T.44 8.13 0.0423 0.0 50.000 2.117 Vel = 4.47 0.0 8.13 16.949 K Factor = 1.97 T.38 1.57 0.862 Utr 2.0 6.000 14.192 to 150.0 0.0 2.000 0.0 H.11 1.57 0.0021 0.0 8.000 0.017 Vel = 0.86 HA 1 0.0 0.862 Utr 2.0 9.000 14.209 to 150.0 0.0 2.000 0.0 H.12 1.57 0.0020 0.0 11.000 0.022 Vel = 0.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 HOMECRAFT EDMONDS - Two Head Calculation (H.2 & H.3) Date 12/22/2021 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.12 0.0 0.862 Utr 2.0 4.000 14.231 to 150.0 0.0 2.000 0.0 T.36 1.57 0.0020 0.0 6.000 0.012 Vel = 0.86 0.0 1.57 14.243 K Factor = 0.42 T.42 3.03 0.862 Utr 2.0 3.000 11.013 to 150.0 0.0 2.000 0.0 H.25 3.03 0.0068 0.0 5.000 0.034 Vel = 1.67 H.25 0.0 0.862 Utr 2.0 9.000 11.047 to 150.0 0.0 2.000 0.0 H.32 3.03 0.0068 0.0 11.000 0.075 Vel = 1.67 H.32 0.0 0.862 0.0 12.000 11.122 to 150.0 0.0 0.0 0.0 H.31 3.03 0.0068 0.0 12.000 0.082 Vel = 1.67 H.31 0.0 0.862 Utr 2.0 9.000 11.204 to 150.0 0.0 2.000 0.0 H.30 3.03 0.0068 0.0 11.000 0.075 Vel = 1.67 H.30 0.0 0.862 Utr 2.0 11.000 11.279 to 150.0 0.0 2.000 0.0 T.43 3.03 0.0068 0.0 13.000 0.088 Vel = 1.67 0.0 3.03 11.367 K Factor = 0.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087