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OLD REVIEWED FIR2021-0143+Calculations+12.7.2021_12.53.43_PM+2558011F I R2021-0143 REVIEWED BY CITY OF EDMONDS RECEIVED Dec 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Amw DESIGNVpvi A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 �wgrswaEmmwmrwrrwwa FIRff PRdYBpOAP1p� a i Thomas Gill 7678-04MA Level i e Advanced Plumbing N, LLC ! ADVANPIwu in mmrrmswmr�eimm®mm Job Name SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.22) Drawing RESIDENTIAL Location EDMONDS WA Remote Area 1 Contract 211117-06 Data File 211117-06 Select Homes Edmonds Plan 2903 GR.wx1 It rrA Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.22) Date 11/17/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES EDMONDS PLAN 2903 GR Location - EDMONDS WA Date - 11-17-2021 Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 211117-06 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)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 41.98 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) - 100 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. SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.22) Page 2 Date 11/17/2021 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 41.975 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 57.871 150 140 130 P 120 R 110 C1 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 1.85 ) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.22) Fitting Legend Abbrev. Name Page 3 Date 11/17/2021 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 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.22) Date 11/17/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 100.0 20 500.0 99.847 17.0 41.975 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.22 116.0 4.9 12.03 H.17 116.0 12.59 H.18 116.0 13.14 T.40 116.0 14.0 T.38 108.0 18.22 H.19 108.0 19.02 T.35 108.0 20.11 S.1 104.0 22.49 PRV 100.0 31.46 MTR 100.0 39.56 STIR 100.0 41.98 T.36 116.0 12.32 H.16 116.0 12.62 H.10 116.0 13.26 T.31 116.0 13.7 T.33 108.0 18.04 H.3 108.0 18.32 HA 108.0 18.82 H.5 108.0 19.0 HA 1 108.0 19.43 H.8 116.0 13.75 H.9 116.0 13.82 T.32 116.0 13.84 H.6 116.0 13.91 H.7 116.0 14.0 H.21 116.0 14.13 T.42 116.0 14.16 T.34 108.0 17.89 H.12 108.0 17.9 H.13 108.0 17.93 H.1 108.0 17.95 H.2 108.0 17.98 H.14 108.0 18.0 H.15 108.0 18.03 H.25 116.0 14.02 H.26 116.0 14.11 T.41 116.0 14.13 T.39 116.0 14.17 T.37 108.0 17.96 H.29 116.0 14.16 H.28 116.0 14.16 H.20 116.0 14.17 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.22) Date 11/17/2021 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.23 108.0 17.9 H.30 108.0 17.92 T.44 108.0 17.93 T.43 108.0 17.94 H.24 108.0 17.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.22) Date 11/17/2021 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.22 116 4.90 8.18 1 Utr 2.0 11.000 150 12.030 to 0.0 2.000 0.0 H.17 116 8.18 0.862 0.0 13.000 0.0428 0.557 Vel = 4.50 H.17 116 0.0 1 Utr 2.0 11.000 150 12.587 to 0.0 2.000 0.0 H.18 116 8.18 0.862 0.0 13.000 0.0428 0.557 Vel = 4.50 H.18 116 0.0 1 Utr 2.0 18.000 150 13.144 to 0.0 2.000 0.0 T.40 116 8.18 0.862 0.0 20.000 0.0428 0.857 Vel = 4.50 T.40 116 -2.88 1 2Utb 34.0 11.000 150 14.001 to 0.0 28.000 3.465 T.38 108 5.3 0.862 0.0 39.000 0.0192 0.750 Vel = 2.91 T.38 108 4.28 1 Utr 2.0 12.000 150 18.216 to 0.0 2.000 0.0 H.19 108 9.58 0.862 0.0 14.000 0.0574 0.804 Vel = 5.27 H.19 108 0.0 1 Utb 17.0 3.000 150 19.020 to Utr 2.0 16.000 0.0 T.35 108 9.58 0.862 0.0 19.000 0.0574 1.091 Vel = 5.27 T.35 108 7.42 1.25 T 2.44 8.000 150 20.111 to 0.0 2.440 1.732 S.1 104 17.0 1.054 0.0 10.440 0.0624 0.651 Vel = 6.25 S.1 104 0.0 1.5 2E 3.443 5.000 150 22.494 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 17.0 1.244 0.0 8.443 0.0278 0.235 Vel = 4.49 PRV 100 0.0 1.5 2E 3.443 180.000 150 31.461 to 0.0 3.443 3.000 * * Fixed Loss = 3 MTR 100 17.0 1.244 0.0 183.443 0.0278 5.095 Vel = 4.49 MTR 100 0.0 1 E 2.336 20.000 150 39.556 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 41.975 K Factor = 2.62 H.22 116 8.82 1 0.0 6.000 150 12.030 to 0.0 0.0 0.0 T.36 116 8.82 0.862 0.0 6.000 0.0492 0.295 Vel = 4.85 T.36 116 0.0 1 Utr 2.0 4.000 150 12.325 to 0.0 2.000 0.0 H.16 116 8.82 0.862 0.0 6.000 0.0493 0.296 Vel = 4.85 H.16 116 0.0 1 Utr 2.0 11.000 150 12.621 to 0.0 2.000 0.0 H.10 116 8.82 0.862 0.0 13.000 0.0492 0.640 Vel = 4.85 H.10 116 0.0 1 Utr 2.0 7.000 150 13.261 to 0.0 2.000 0.0 T.31 116 8.82 0.862 0.0 9.000 0.0492 0.443 Vel = 4.85 T.31 116 -3.07 1 2Utb 34.0 11.000 150 13.704 to 0.0 28.000 3.465 T.33 108 5.75 0.862 0.0 39.000 0.0223 0.870 Vel = 3.16 T.33 108 1.66 1 Utr 2.0 6.000 150 18.039 to 0.0 2.000 0.0 H.3 108 7.41 0.862 0.0 8.000 0.0357 0.286 Vel = 4.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.22) Date 11/17/2021 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.3 108 0.0 1 Utr 2.0 12.000 150 18.325 to 0.0 2.000 0.0 HA 108 7.41 0.862 0.0 14.000 0.0357 0.500 Vel = 4.07 HA 108 0.0 1 Utr 2.0 3.000 150 18.825 to 0.0 2.000 0.0 H.5 108 7.41 0.862 0.0 5.000 0.0358 0.179 Vel = 4.07 H.5 108 0.0 1 Utr 2.0 10.000 150 19.004 to 0.0 2.000 0.0 HA 1 108 7.41 0.862 0.0 12.000 0.0357 0.428 Vel = 4.07 HA 1 108 0.0 1 Utb 17.0 5.000 150 19.432 to 0.0 14.000 0.0 T.35 108 7.41 0.862 0.0 19.000 0.0357 0.679 Vel = 4.07 T.35 T.31 116 to H.8 116 H.8 116 to H.9 116 H.9 116 to T.32 116 T.32 116 to H.6 116 0.0 7.41 3.07 1 Utr 2.0 5.000 0.0 2.000 3.07 0.862 0.0 7.000 0.0 1 0.0 9.000 0.0 0.0 3.07 0.862 0.0 9.000 0.0 1 Utr 2.0 2.000 0.0 2.000 3.07 0.862 0.0 4.000 0.0 1 Utr 2.0 8.000 0.0 2.000 3.07 0.862 0.0 10.000 20.111 K Factor = 1.65 150 13.704 0.0 0.0070 0.049 Vel = 1.69 150 13.753 0.0 0.0069 0.062 Vel = 1.69 150 13.815 0.0 0.0070 0.028 Vel = 1.69 150 13.843 0.0 0.0070 0.070 Vel = 1.69 H.6 116 0.0 1 Utr 2.0 10.000 150 13.913 to 0.0 2.000 0.0 H.7 116 3.07 0.862 0.0 12.000 0.0070 0.084 Vel = 1.69 H.7 116 0.0 1 Utr 2.0 17.000 150 13.997 to 0.0 2.000 0.0 H.21 116 3.07 0.862 0.0 19.000 0.0070 0.133 Vel = 1.69 H.21 116 0.0 1 Utr 2.0 2.000 150 14.130 to 0.0 2.000 0.0 T.42 116 3.07 0.862 0.0 4.000 0.0068 0.027 Vel = 1.69 T.42 116 -0.50 1 2Utb 34.0 25.000 150 14.157 to 0.0 28.000 3.465 T.34 108 2.57 0.862 0.0 53.000 0.0050 0.266 Vel = 1.41 T.34 108 -0.91 1 Utr 2.0 4.000 150 17.888 to 0.0 2.000 0.0 H.12 108 1.66 0.862 0.0 6.000 0.0023 0.014 Vel = 0.91 H.12 108 0.0 1 Utr 2.0 9.000 150 17.902 to 0.0 2.000 0.0 H.13 108 1.66 0.862 0.0 11.000 0.0022 0.024 Vel = 0.91 H.13 108 0.0 1 Utr 2.0 9.000 150 17.926 to 0.0 2.000 0.0 H.1 108 1.66 0.862 0.0 11.000 0.0023 0.025 Vel = 0.91 H.1 108 0.0 1 Utr 2.0 11.000 150 17.951 to 0.0 2.000 0.0 H.2 108 1.66 0.862 0.0 13.000 0.0023 0.030 Vel = 0.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.22) Date 11/17/2021 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.2 108 0.0 1 Utr 2.0 9.000 150 17.981 to 0.0 2.000 0.0 H.14 108 1.66 0.862 0.0 11.000 0.0022 0.024 Vel = 0.91 H.14 108 0.0 1 0.0 10.000 150 18.005 to 0.0 0.0 0.0 H.15 108 1.66 0.862 0.0 10.000 0.0023 0.023 Vel = 0.91 H.15 108 0.0 1 Utr 2.0 3.000 150 18.028 to 0.0 2.000 0.0 T.33 108 1.66 0.862 0.0 5.000 0.0022 0.011 Vel = 0.91 T.33 T.40 116 to H.25 116 H.25 116 to H.26 116 H.26 116 to T.41 116 T.41 116 to T.39 116 T.39 116 to T.37 108 0.0 1.66 2.87 1 0.0 3.000 0.0 0.0 2.87 0.862 0.0 3.000 0.0 1 Utr 2.0 12.000 0.0 2.000 2.87 0.862 0.0 14.000 0.0 1 0.0 4.000 0.0 0.0 2.87 0.862 0.0 4.000 0.0 1 Utr 2.0 4.000 0.0 2.000 2.87 0.862 0.0 6.000 0.51 1 2Utb 34.0 11.000 0.0 28.000 3.38 0.862 0.0 39.000 18.039 K Factor = 0.39 150 14.001 0.0 0.0063 0.019 Vel = 1.58 150 14.020 0.0 0.0061 0.086 Vel = 1.58 150 14.106 0.0 0.0062 0.025 Vel = 1.58 150 14.131 0.0 0.0062 0.037 Vel = 1.58 150 14.168 3.465 0.0083 0.325 Vel = 1.86 T.37 108 0.90 1 Utr 2.0 18.000 150 17.958 to 0.0 2.000 0.0 T.38 108 4.28 0.862 0.0 20.000 0.0129 0.258 Vel = 2.35 T.38 T.42 116 to H.29 116 H.29 116 to H.28 116 H.28 116 to H.20 116 H.20 116 to T.39 116 0.0 4.28 0.50 1 Utr 2.0 10.000 0.0 2.000 0.5 0.862 0.0 12.000 0.0 1 0.0 10.000 0.0 0.0 0.5 0.862 0.0 10.000 0.0 1 Utr 2.0 12.000 0.0 2.000 0.5 0.862 0.0 14.000 0.0 1 Utr 2.0 6.000 0.0 2.000 0.5 0.862 0.0 8.000 18.216 K Factor = 1.00 150 14.157 0.0 0.0002 0.003 Vel = 0.27 150 14.160 0.0 0.0003 0.003 Vel = 0.27 150 14.163 0.0 0.0002 0.003 Vel = 0.27 150 14.166 0.0 0.0002 0.002 Vel = 0.27 0.0 T.39 0.50 14.168 K Factor = 0.13 T.34 108 0.90 1 Utr 2.0 12.000 150 17.888 to 0.0 2.000 0.0 H.23 108 0.9 0.862 0.0 14.000 0.0007 0.010 Vel = 0.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.22) Date 11/17/2021 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.23 108 0.0 1 Utr 2.0 25.000 150 17.898 to 0.0 2.000 0.0 H.30 108 0.9 0.862 0.0 27.000 0.0007 0.020 Vel = 0.49 H.30 108 0.0 1 0.0 11.000 150 17.918 to 0.0 0.0 0.0 T.44 108 0.9 0.862 0.0 11.000 0.0007 0.008 Vel = 0.49 T.44 108 0.0 1 Utr 2.0 23.000 150 17.926 to 0.0 2.000 0.0 T.43 108 0.9 0.862 0.0 25.000 0.0007 0.018 Vel = 0.49 T.43 108 0.0 1 Utr 2.0 9.000 150 17.944 to 0.0 2.000 0.0 H.24 108 0.9 0.862 0.0 11.000 0.0007 0.008 Vel = 0.49 H.24 108 0.0 1 Utr 2.0 6.000 150 17.952 to 0.0 2.000 0.0 T.37 108 0.9 0.862 0.0 8.000 0.0008 0.006 Vel = 0.49 0.0 T.37 0.90 17.958 K Factor = 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Job Name Drawing Location Remote Area Contract Data File i+oomAwwrwwwrwrwariworrsr��erlem� R y� aiA QER7IFIC/4iE OF FIRE PRd7E3C7lON BPTy�Q j Thomas (3Bl 7678-0409-A Leven Advanced Plumbing N, LLC i ADVA Ff 838JC � 7f e` 1 f Efxplran �rwipmwarwrrrrwriaov�rrwrwrrwrr� AMW DESIGN SERA �1 A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 1 211117-06 211117-06 Select Homes Edmonds Plan 2903 GR.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.17 & H.18) Date 11/17/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES EDMONDS PLAN 2903 GR Location - EDMONDS WA Date - 11-17-2021 Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 211117-06 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 26.055 Psi Required 51.63 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) - 100 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. SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.17 & H.18) Page 2 Date 11/17/2021 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.055 C2 - Residual Flow 500 D2 - System Pressure 51.628 Hose ( Demand ) D3 - System Demand : 26.055 Safety Margin 48.033 150 140 130 P 120 R 110 C1 E 100 S 90 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. SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.17 & H.18) Fitting Legend Abbrev. Name Page 3 Date 11/17/2021 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 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.17 & H.18) Date 11/17/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 100.0 20 500.0 99.662 26.06 51.628 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.17 116.0 4.9 7.04 13.0 H.22 116.0 7.94 T.36 116.0 8.36 H.16 116.0 8.77 H.10 116.0 9.68 T.31 116.0 10.3 T.33 108.0 15.3 H.3 108.0 15.9 HA 108.0 16.95 H.5 108.0 17.32 H.11 108.0 18.22 T.35 108.0 19.65 S.1 104.0 22.81 PRV 100.0 32.06 MTR 100.0 46.3 STIR 100.0 51.63 H.18 116.0 4.9 7.1 13.05 T.40 116.0 9.87 T.38 108.0 15.31 H.19 108.0 17.15 H.25 116.0 9.96 H.26 116.0 10.35 T.41 116.0 10.46 T.39 116.0 10.63 T.37 108.0 14.83 H.8 116.0 10.34 H.9 116.0 10.4 T.32 116.0 10.42 H.6 116.0 10.48 H.7 116.0 10.55 H.21 116.0 10.66 T.42 116.0 10.69 T.34 108.0 14.77 H.12 108.0 14.82 H.13 108.0 14.9 H.1 108.0 14.99 H.2 108.0 15.09 H.14 108.0 15.18 H.15 108.0 15.26 H.20 116.0 10.64 H.28 116.0 10.66 H.29 116.0 10.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.17 & H.18) Date 11/17/2021 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.23 108.0 14.78 H.30 108.0 14.8 T.44 108.0 14.8 T.43 108.0 14.82 H.24 108.0 14.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.17 & H.18) Date 11/17/2021 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.17 116 4.90 10.61 1 Utr 2.0 11.000 150 7.040 to 0.0 2.000 0.0 H.22 116 10.61 0.862 0.0 13.000 0.0694 0.902 Vel = 5.83 H.22 116 0.0 1 0.0 6.000 150 7.942 to 0.0 0.0 0.0 T.36 116 10.61 0.862 0.0 6.000 0.0693 0.416 Vel = 5.83 T.36 116 0.0 1 Utr 2.0 4.000 150 8.358 to 0.0 2.000 0.0 H.16 116 10.61 0.862 0.0 6.000 0.0693 0.416 Vel = 5.83 H.16 116 0.0 1 Utr 2.0 11.000 150 8.774 to 0.0 2.000 0.0 H.10 116 10.61 0.862 0.0 13.000 0.0694 0.902 Vel = 5.83 H.10 116 0.0 1 Utr 2.0 7.000 150 9.676 to 0.0 2.000 0.0 T.31 116 10.61 0.862 0.0 9.000 0.0694 0.625 Vel = 5.83 T.31 116 -2.81 1 2Utb 34.0 11.000 150 10.301 to 0.0 28.000 3.465 T.33 108 7.8 0.862 0.0 39.000 0.0393 1.532 Vel = 4.29 T.33 108 3.27 1 Utr 2.0 6.000 150 15.298 to 0.0 2.000 0.0 H.3 108 11.07 0.862 0.0 8.000 0.0750 0.600 Vel = 6.09 H.3 108 0.0 1 Utr 2.0 12.000 150 15.898 to 0.0 2.000 0.0 HA 108 11.07 0.862 0.0 14.000 0.0750 1.050 Vel = 6.09 HA 108 0.0 1 Utr 2.0 3.000 150 16.948 to 0.0 2.000 0.0 H.5 108 11.07 0.862 0.0 5.000 0.0750 0.375 Vel = 6.09 H.5 108 0.0 1 Utr 2.0 10.000 150 17.323 to 0.0 2.000 0.0 H.11 108 11.07 0.862 0.0 12.000 0.0750 0.900 Vel = 6.09 H.11 108 0.0 1 Utb 17.0 5.000 150 18.223 to 0.0 14.000 0.0 T.35 108 11.07 0.862 0.0 19.000 0.0750 1.425 Vel = 6.09 T.35 108 14.99 1.25 T 2.44 8.000 150 19.648 to 0.0 2.440 1.732 S.1 104 26.06 1.054 0.0 10.440 0.1374 1.434 Vel = 9.58 S.1 104 0.0 1.5 2E 3.443 5.000 150 22.814 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 26.06 1.244 0.0 8.443 0.0612 0.517 Vel = 6.88 PRV 100 0.0 1.5 2E 3.443 180.000 150 32.063 to 0.0 3.443 3.000 * * Fixed Loss = 3 MTR 100 26.06 1.244 0.0 183.443 0.0612 11.233 Vel = 6.88 MTR 100 0.0 1 E 2.336 20.000 150 46.296 to T 5.841 9.345 0.0 STIR 100 26.06 0.995 G 1.168 29.345 0.1817 5.332 Vel = 10.75 0.0 STIR 26.06 51.628 K Factor = 3.63 H.17 116 2.39 1 Utr 2.0 11.000 150 7.040 to 0.0 2.000 0.0 H.18 116 2.39 0.862 0.0 13.000 0.0044 0.057 Vel = 1.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.17 & H.18) Date 11/17/2021 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.18 116 4.90 13.05 1 Utr 2.0 18.000 150 7.097 to 0.0 2.000 0.0 T.40 116 15.44 0.862 0.0 20.000 0.1388 2.777 Vel = 8.49 T.40 116 -6.49 1 2Utb 34.0 11.000 150 9.874 to 0.0 28.000 3.465 T.38 108 8.95 0.862 0.0 39.000 0.0506 1.975 Vel = 4.92 T.38 108 6.03 1 Utr 2.0 12.000 150 15.314 to 0.0 2.000 0.0 H.19 108 14.98 0.862 0.0 14.000 0.1314 1.839 Vel = 8.24 H.19 108 0.0 1 Utb 17.0 3.000 150 17.153 to Utr 2.0 16.000 0.0 T.35 108 14.98 0.862 0.0 19.000 0.1313 2.495 Vel = 8.24 0.0 T.35 14.98 19.648 K Factor = 3.38 T.40 116 6.49 1 0.0 3.000 150 9.874 to 0.0 0.0 0.0 H.25 116 6.49 0.862 0.0 3.000 0.0280 0.084 Vel = 3.57 H.25 116 0.0 1 Utr 2.0 12.000 150 9.958 to 0.0 2.000 0.0 H.26 116 6.49 0.862 0.0 14.000 0.0279 0.391 Vel = 3.57 H.26 116 0.0 1 0.0 4.000 150 10.349 to 0.0 0.0 0.0 T.41 116 6.49 0.862 0.0 4.000 0.0280 0.112 Vel = 3.57 T.41 116 0.0 1 Utr 2.0 4.000 150 10.461 to 0.0 2.000 0.0 T.39 116 6.49 0.862 0.0 6.000 0.0278 0.167 Vel = 3.57 T.39 116 -1.25 1 2Utb 34.0 11.000 150 10.628 to 0.0 28.000 3.465 T.37 108 5.24 0.862 0.0 39.000 0.0188 0.734 Vel = 2.88 T.37 108 0.79 1 Utr 2.0 18.000 150 14.827 to 0.0 2.000 0.0 T.38 108 6.03 0.862 0.0 20.000 0.0244 0.487 Vel = 3.32 0.0 T.38 6.03 15.314 K Factor = 1.54 T.31 116 2.81 1 Utr 2.0 5.000 150 10.301 to 0.0 2.000 0.0 H.8 116 2.81 0.862 0.0 7.000 0.0059 0.041 Vel = 1.54 H.8 116 0.0 1 0.0 9.000 150 10.342 to 0.0 0.0 0.0 H.9 116 2.81 0.862 0.0 9.000 0.0060 0.054 Vel = 1.54 H.9 116 0.0 1 Utr 2.0 2.000 150 10.396 to 0.0 2.000 0.0 T.32 116 2.81 0.862 0.0 4.000 0.0060 0.024 Vel = 1.54 T.32 116 0.0 1 Utr 2.0 8.000 150 10.420 to 0.0 2.000 0.0 H.6 116 2.81 0.862 0.0 10.000 0.0059 0.059 Vel = 1.54 H.6 116 0.0 1 Utr 2.0 10.000 150 10.479 to 0.0 2.000 0.0 H.7 116 2.81 0.862 0.0 12.000 0.0059 0.071 Vel = 1.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.17 & H.18) Date 11/17/2021 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.7 116 0.0 1 Utr 2.0 17.000 150 10.550 to 0.0 2.000 0.0 H.21 116 2.81 0.862 0.0 19.000 0.0059 0.113 Vel = 1.54 H.21 116 0.0 1 Utr 2.0 2.000 150 10.663 to 0.0 2.000 0.0 T.42 116 2.81 0.862 0.0 4.000 0.0058 0.023 Vel = 1.54 T.42 116 1.25 1 2Utb 34.0 25.000 150 10.686 to 0.0 28.000 3.465 T.34 108 4.06 0.862 0.0 53.000 0.0117 0.621 Vel = 2.23 T.34 108 -0.79 1 Utr 2.0 4.000 150 14.772 to 0.0 2.000 0.0 H.12 108 3.27 0.862 0.0 6.000 0.0078 0.047 Vel = 1.80 H.12 108 0.0 1 Utr 2.0 9.000 150 14.819 to 0.0 2.000 0.0 H.13 108 3.27 0.862 0.0 11.000 0.0078 0.086 Vel = 1.80 H.13 108 0.0 1 Utr 2.0 9.000 150 14.905 to 0.0 2.000 0.0 H.1 108 3.27 0.862 0.0 11.000 0.0079 0.087 Vel = 1.80 H.1 108 0.0 1 Utr 2.0 11.000 150 14.992 to 0.0 2.000 0.0 H.2 108 3.27 0.862 0.0 13.000 0.0078 0.102 Vel = 1.80 H.2 108 0.0 1 Utr 2.0 9.000 150 15.094 to 0.0 2.000 0.0 H.14 108 3.27 0.862 0.0 11.000 0.0078 0.086 Vel = 1.80 H.14 108 0.0 1 0.0 10.000 150 15.180 to 0.0 0.0 0.0 H.15 108 3.27 0.862 0.0 10.000 0.0078 0.078 Vel = 1.80 H.15 108 0.0 1 Utr 2.0 3.000 150 15.258 to 0.0 2.000 0.0 T.33 108 3.27 0.862 0.0 5.000 0.0080 0.040 Vel = 1.80 0.0 T.33 3.27 15.298 K Factor = 0.84 T.39 116 1.25 1 Utr 2.0 6.000 150 10.628 to 0.0 2.000 0.0 H.20 116 1.25 0.862 0.0 8.000 0.0014 0.011 Vel = 0.69 H.20 116 0.0 1 Utr 2.0 12.000 150 10.639 to 0.0 2.000 0.0 H.28 116 1.25 0.862 0.0 14.000 0.0013 0.018 Vel = 0.69 H.28 116 0.0 1 0.0 10.000 150 10.657 to 0.0 0.0 0.0 H.29 116 1.25 0.862 0.0 10.000 0.0014 0.014 Vel = 0.69 H.29 116 0.0 1 Utr 2.0 10.000 150 10.671 to 0.0 2.000 0.0 T.42 116 1.25 0.862 0.0 12.000 0.0012 0.015 Vel = 0.69 0.0 T.42 1.25 10.686 K Factor = 0.38 T.34 108 0.79 1 Utr 2.0 12.000 150 14.772 to 0.0 2.000 0.0 H.23 108 0.79 0.862 0.0 14.000 0.0006 0.008 Vel = 0.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.17 & H.18) Date 11/17/2021 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.23 108 0.0 1 Utr 2.0 25.000 150 14.780 to 0.0 2.000 0.0 H.30 108 0.79 0.862 0.0 27.000 0.0006 0.015 Vel = 0.43 H.30 108 0.0 1 0.0 11.000 150 14.795 to 0.0 0.0 0.0 T.44 108 0.79 0.862 0.0 11.000 0.0006 0.007 Vel = 0.43 T.44 108 0.0 1 Utr 2.0 23.000 150 14.802 to 0.0 2.000 0.0 T.43 108 0.79 0.862 0.0 25.000 0.0006 0.014 Vel = 0.43 T.43 108 0.0 1 Utr 2.0 9.000 150 14.816 to 0.0 2.000 0.0 H.24 108 0.79 0.862 0.0 11.000 0.0005 0.006 Vel = 0.43 H.24 108 0.0 1 Utr 2.0 6.000 150 14.822 to 0.0 2.000 0.0 T.37 108 0.79 0.862 0.0 8.000 0.0006 0.005 Vel = 0.43 0.0 T.37 0.79 14.827 K Factor = 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087