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REVIEWED FIR2021-0142+Calculations+12.7.2021_12.51.43_PM+2558005
REVIEWED BY CITY OF EDMONDS ANOW DESIGN RECEIVED Dec 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 p_rra�ae�__+w_satr_r_• ■ FIRE p Xjg g R Thomas Got td i 7678-04MA Level i Advanced Plumbing N, LLC ! ADVANPjq-qA In I— F I R2021-0142 Job Name SELECT HOMES EDMONDS PLAN 3029 GL - One Head Calculation (H.23) Drawing RESIDENTIAL Location EDMONDS WA Remote Area 1 Contract 211117-05 Data File 211117-05 Select Homes Edmonds Plan 3029 GL.wx1 It _rA Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 SELECT HOMES EDMONDS PLAN 3029 GL - One Head Calculation (H.23) Date 11/17/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES EDMONDS PLAN 3029 GL Location - EDMONDS WA Date - 11-17-2021 Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 211117-05 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 40.27 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 3029 GL - One Head Calculation (H.23) 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 40.268 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 59.578 150 140 130 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 3029 GL - One Head Calculation (H.23) 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 3029 GL - One Head Calculation (H.23) 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 40.268 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.23 116.0 4.9 12.03 T.42 116.0 13.25 T.41 108.0 18.4 S.1 104.0 20.79 PRV 100.0 29.75 MTR 100.0 37.85 STIR 100.0 40.27 H.28 116.0 12.57 H.25 116.0 12.75 H.21 116.0 12.99 H.24 116.0 13.41 T.43 116.0 13.61 T.39 108.0 17.47 H.27 108.0 17.69 H.26 108.0 17.76 H.22 108.0 17.92 H.17 108.0 18.1 T.38 108.0 18.24 H.18 116.0 13.33 H.14 116.0 13.4 H.12 116.0 13.48 H.13 116.0 13.54 H.11 116.0 13.65 T.36 116.0 13.68 T.33 116.0 13.8 T.32 108.0 17.61 T.34 108.0 17.75 T.35 108.0 17.94 H.20 116.0 13.64 H.16 116.0 13.67 T.37 116.0 13.68 H.15 116.0 13.7 H.7 116.0 13.75 H.1 116.0 13.78 T.29 116.0 13.81 T.31 108.0 17.47 HA 108.0 17.49 H.3 108.0 17.56 H.6 116.0 13.81 H.2 116.0 13.81 T.30 116.0 13.81 T.40 108.0 17.47 17.0 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. SELECT HOMES EDMONDS PLAN 3029 GL - One Head Calculation (H.23) Node Tag NODE ANALYSIS (cont.) Page 5 Date 11 /17/2021 Pressure Discharge Elevation Node Type at Node at Node Notes H.19 108.0 17.47 H .9 108.0 17.47 H.10 108.0 17.47 H.5 108.0 17.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 SELECT HOMES EDMONDS PLAN 3029 GL - One Head Calculation (H.23) 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.23 116 4.90 11.58 1 Utr 2.0 13.000 150 12.030 to 0.0 2.000 0.0 T.42 116 11.58 0.862 0.0 15.000 0.0815 1.222 Vel = 6.37 T.42 116 -3.78 1 2Utb 34.0 15.000 150 13.252 to 0.0 28.000 3.465 T.41 108 7.8 0.862 0.0 43.000 0.0392 1.687 Vel = 4.29 T.41 108 9.20 1.25 T 2.44 8.000 150 18.404 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 20.787 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 29.754 to 0.0 3.443 3.000 * * Fixed Loss = 3 MTR 100 17.0 1.244 0.0 183.443 0.0278 5.096 Vel = 4.49 MTR 100 0.0 1 E 2.336 20.000 150 37.850 to T 5.841 9.345 0.0 STIR 100 17.0 0.995 G 1.168 29.345 0.0824 2.418 Vel = 7.01 0.0 STIR 17.00 40.268 K Factor = 2.68 H.23 116 5.42 1 Utr 2.0 25.000 150 12.030 to 0.0 2.000 0.0 H.28 116 5.42 0.862 0.0 27.000 0.0200 0.540 Vel = 2.98 H.28 116 0.0 1 0.0 9.000 150 12.570 to 0.0 0.0 0.0 H.25 116 5.42 0.862 0.0 9.000 0.0201 0.181 Vel = 2.98 H.25 116 0.0 1 Utr 2.0 10.000 150 12.751 to 0.0 2.000 0.0 H.21 116 5.42 0.862 0.0 12.000 0.0200 0.240 Vel = 2.98 H.21 116 0.0 1 Utr 2.0 19.000 150 12.991 to 0.0 2.000 0.0 H.24 116 5.42 0.862 0.0 21.000 0.0200 0.420 Vel = 2.98 H.24 116 0.0 1 0.0 10.000 150 13.411 to 0.0 0.0 0.0 T.43 116 5.42 0.862 0.0 10.000 0.0200 0.200 Vel = 2.98 T.43 116 -2.00 1 2Utb 34.0 18.000 150 13.611 to 0.0 28.000 3.465 T.39 108 3.42 0.862 0.0 46.000 0.0085 0.392 Vel = 1.88 T.39 108 -0.15 1 Utr 2.0 26.000 150 17.468 to 0.0 2.000 0.0 H.27 108 3.27 0.862 0.0 28.000 0.0079 0.220 Vel = 1.80 H.27 108 0.0 1 0.0 9.000 150 17.688 to 0.0 0.0 0.0 H.26 108 3.27 0.862 0.0 9.000 0.0078 0.070 Vel = 1.80 H.26 108 0.0 1 Utr 2.0 18.000 150 17.758 to 0.0 2.000 0.0 H.22 108 3.27 0.862 0.0 20.000 0.0078 0.157 Vel = 1.80 H.22 108 0.0 1 Utr 2.0 22.000 150 17.915 to 0.0 2.000 0.0 H.17 108 3.27 0.862 0.0 24.000 0.0078 0.188 Vel = 1.80 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 3029 GL - One Head Calculation (H.23) 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.17 108 0.0 1 Utb 17.0 2.000 150 18.103 to Utr 2.0 16.000 0.0 T.38 108 3.27 0.862 0.0 18.000 0.0079 0.142 Vel = 1.80 T.38 108 5.93 1.25 Utr 4.0 4.000 150 18.245 to 0.0 4.000 0.0 T.41 108 9.2 1.054 0.0 8.000 0.0199 0.159 Vel = 3.38 0.0 T.41 9.20 18.404 K Factor = 2.14 T.42 116 3.78 1 Utr 2.0 6.000 150 13.252 to 0.0 2.000 0.0 H.18 116 3.78 0.862 0.0 8.000 0.0102 0.082 Vel = 2.08 H.18 116 0.0 1 Utr 2.0 4.000 150 13.334 to 0.0 2.000 0.0 H.14 116 3.78 0.862 0.0 6.000 0.0102 0.061 Vel = 2.08 H.14 116 0.0 1 Utr 2.0 6.000 150 13.395 to 0.0 2.000 0.0 H.12 116 3.78 0.862 0.0 8.000 0.0102 0.082 Vel = 2.08 H.12 116 0.0 1 0.0 6.000 150 13.477 to 0.0 0.0 0.0 H.13 116 3.78 0.862 0.0 6.000 0.0103 0.062 Vel = 2.08 H.13 116 0.0 1 Utr 2.0 9.000 150 13.539 to 0.0 2.000 0.0 H.11 116 3.78 0.862 0.0 11.000 0.0103 0.113 Vel = 2.08 H.11 116 0.0 1 Utr 2.0 1.000 150 13.652 to 0.0 2.000 0.0 T.36 116 3.78 0.862 0.0 3.000 0.0100 0.030 Vel = 2.08 T.36 116 0.0 1 Utr 2.0 10.000 150 13.682 to 0.0 2.000 0.0 T.33 116 3.78 0.862 0.0 12.000 0.0102 0.123 Vel = 2.08 T.33 116 -0.39 1 2Utb 34.0 12.000 150 13.805 to 0.0 28.000 3.465 T.32 108 3.39 0.862 0.0 40.000 0.0084 0.337 Vel = 1.86 T.32 108 2.54 1 Utr 2.0 4.000 150 17.607 to 0.0 2.000 0.0 T.34 108 5.93 0.862 0.0 6.000 0.0237 0.142 Vel = 3.26 T.34 108 0.0 1 Utr 2.0 6.000 150 17.749 to 0.0 2.000 0.0 T.35 108 5.93 0.862 0.0 8.000 0.0236 0.189 Vel = 3.26 T.35 108 0.0 1 Utr 2.0 11.000 150 17.938 to 0.0 2.000 0.0 T.38 108 5.93 0.862 0.0 13.000 0.0236 0.307 Vel = 3.26 0.0 T.38 5.93 18.245 K Factor = 1.39 T.43 116 2.00 1 Utr 2.0 6.000 150 13.611 to 0.0 2.000 0.0 H.20 116 2.0 0.862 0.0 8.000 0.0032 0.026 Vel = 1.10 H.20 116 0.0 1 Utr 2.0 7.000 150 13.637 to 0.0 2.000 0.0 H.16 116 2.0 0.862 0.0 9.000 0.0032 0.029 Vel = 1.10 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 3029 GL - One Head Calculation (H.23) 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.16 116 0.0 1 Utr 2.0 2.000 150 13.666 to 0.0 2.000 0.0 T.37 116 2.0 0.862 0.0 4.000 0.0030 0.012 Vel = 1.10 T.37 116 0.0 1 Utr 2.0 6.000 150 13.678 to 0.0 2.000 0.0 H.15 116 2.0 0.862 0.0 8.000 0.0032 0.026 Vel = 1.10 H.15 116 0.0 1 Utr 2.0 12.000 150 13.704 to 0.0 2.000 0.0 H.7 116 2.0 0.862 0.0 14.000 0.0031 0.044 Vel = 1.10 H.7 116 0.0 1 Utr 2.0 9.000 150 13.748 to 0.0 2.000 0.0 H.1 116 2.0 0.862 0.0 11.000 0.0032 0.035 Vel = 1.10 H.1 116 0.0 1 Utr 2.0 7.000 150 13.783 to 0.0 2.000 0.0 T.29 116 2.0 0.862 0.0 9.000 0.0032 0.029 Vel = 1.10 T.29 116 0.39 1 2Utb 34.0 16.000 150 13.812 to 0.0 28.000 3.465 T.31 108 2.39 0.862 0.0 44.000 0.0044 0.193 Vel = 1.31 T.31 108 0.14 1 Utr 2.0 3.000 150 17.470 to 0.0 2.000 0.0 HA 108 2.53 0.862 0.0 5.000 0.0048 0.024 Vel = 1.39 HA 108 0.0 1 Utr 2.0 11.000 150 17.494 to 0.0 2.000 0.0 H.3 108 2.53 0.862 0.0 13.000 0.0049 0.064 Vel = 1.39 H.3 108 0.0 1 Utr 2.0 8.000 150 17.558 to 0.0 2.000 0.0 T.32 108 2.53 0.862 0.0 10.000 0.0049 0.049 Vel = 1.39 0.0 T.32 2.53 17.607 K Factor = 0.60 T.33 116 0.38 1 Utr 2.0 12.000 150 13.805 to 0.0 2.000 0.0 H.6 116 0.38 0.862 0.0 14.000 0.0001 0.002 Vel = 0.21 H.6 116 0.0 1 Utr 2.0 18.000 150 13.807 to 0.0 2.000 0.0 H.2 116 0.38 0.862 0.0 20.000 0.0002 0.003 Vel = 0.21 H.2 116 0.0 1 Utr 2.0 4.000 150 13.810 to 0.0 2.000 0.0 T.30 116 0.38 0.862 0.0 6.000 0.0002 0.001 Vel = 0.21 T.30 116 0.0 1 Utr 2.0 2.000 150 13.811 to 0.0 2.000 0.0 T.29 116 0.38 0.862 0.0 4.000 0.0002 0.001 Vel = 0.21 0.0 T.29 0.38 13.812 K Factor = 0.10 T.39 108 0.15 1 Utr 2.0 6.000 150 17.468 to 0.0 2.000 0.0 T.40 108 0.15 0.862 0.0 8.000 0 0.0 Vel = 0.08 T.40 108 0.0 1 0.0 3.000 150 17.468 to 0.0 0.0 0.0 H.19 108 0.15 0.862 0.0 3.000 0 0.0 Vel = 0.08 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 3029 GL - One Head Calculation (H.23) 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.19 108 0.0 1 Utr 2.0 19.000 150 17.468 to 0.0 2.000 0.0 H.9 108 0.15 0.862 0.0 21.000 0 0.001 Vel = 0.08 H.9 108 0.0 1 Utr 2.0 10.000 150 17.469 to 0.0 2.000 0.0 H.10 108 0.15 0.862 0.0 12.000 0 0.0 Vel = 0.08 H.10 108 0.0 1 Utr 2.0 11.000 150 17.469 to 0.0 2.000 0.0 H.5 108 0.15 0.862 0.0 13.000 0 0.0 Vel = 0.08 H.5 108 0.0 1 Utr 2.0 7.000 150 17.469 to 0.0 2.000 0.0 T.31 108 0.15 0.862 0.0 9.000 0.0001 0.001 Vel = 0.08 0.0 T.31 0.15 17.470 K Factor = 0.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Job Name Drawing Location Remote Area Contract Data File i�+oom�wwwwwwrwr�rirrrrrrrrrrriem� R y� aiA R7wF1CA OF FIRE pRd7E3C71dN BPTy�Q j i Thomas (sill it 7678-0409-A Leven s Advanced Plumbing N, LLC i ADVA Ff 838J0 1 •E n 73l�9! Ikrwwrwarwwrrrwarbrrrrwrrrrwrr� Now DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 1 211117-05 211117-05 Select Homes Edmonds Plan 3029 GL.wx2 .28) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 SELECT HOMES EDMONDS PLAN 3029 GL - Two Head Calculation (H.25 & H.28) Date 11/17/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES EDMONDS PLAN 3029 GL Location - EDMONDS WA Date - 11-17-2021 Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 211117-05 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 26.0075 Psi Required 50.23 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) - 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 3029 GL - Two Head Calculation (H.25 & H.28) 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 : 26.008 C2 - Residual Flow 500 D2 - System Pressure 50.235 Hose ( Demand ) D3 - System Demand : 26.008 Safety Margin 49.428 150 140 130 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 3029 GL - Two Head Calculation (H.25 & H.28) 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 3029 GL - Two Head Calculation (H.25 & H.28) 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 99.663 26.01 50.235 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.25 116.0 4.9 7.04 13.0 H.21 116.0 8.11 H.24 116.0 9.99 T.43 116.0 10.88 T.39 108.0 15.8 H.27 108.0 16.4 H.26 108.0 16.59 H.22 108.0 17.02 H.17 108.0 17.53 T.38 108.0 17.91 T.41 108.0 18.32 S.1 104.0 21.48 PRV 100.0 30.73 MTR 100.0 44.92 STIR 100.0 50.24 H.28 116.0 4.9 7.05 13.01 H.23 116.0 10.1 T.42 116.0 11.8 H.20 116.0 11.04 H.16 116.0 11.2 T.37 116.0 11.28 H.15 116.0 11.43 H.7 116.0 11.69 H.1 116.0 11.9 T.29 116.0 12.07 T.31 108.0 15.9 HA 108.0 15.98 H.3 108.0 16.18 T.32 108.0 16.33 T.34 108.0 16.68 T.35 108.0 17.15 H.18 116.0 11.86 H.14 116.0 11.9 H.12 116.0 11.96 H.13 116.0 12.0 H.11 116.0 12.08 T.36 116.0 12.1 T.33 116.0 12.19 T.30 116.0 12.08 H.2 116.0 12.1 H.6 116.0 12.15 T.40 108.0 15.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. SELECT HOMES EDMONDS PLAN 3029 GL - Two Head Calculation (H.25 & H.28) Node Tag NODE ANALYSIS (cont.) Page 5 Date 11/17/2021 Pressure Discharge Elevation Node Type at Node at Node Notes H.19 108.0 15.82 H.9 108.0 15.85 H.10 108.0 15.87 H.5 108.0 15.89 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 3029 GL - Two Head Calculation (H.25 & H.28) 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.25 116 4.90 12.17 1 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 H.21 116 12.17 0.862 0.0 12.000 0.0894 1.073 Vel = 6.69 H.21 116 0.0 1 Utr 2.0 19.000 150 8.113 to 0.0 2.000 0.0 H.24 116 12.17 0.862 0.0 21.000 0.0894 1.877 Vel = 6.69 H.24 116 0.0 1 0.0 10.000 150 9.990 to 0.0 0.0 0.0 T.43 116 12.17 0.862 0.0 10.000 0.0894 0.894 Vel = 6.69 T.43 116 -5.23 1 2Utb 34.0 18.000 150 10.884 to 0.0 28.000 3.465 T.39 108 6.94 0.862 0.0 46.000 0.0316 1.453 Vel = 3.82 T.39 108 -1.34 1 Utr 2.0 26.000 150 15.802 to 0.0 2.000 0.0 H.27 108 5.6 0.862 0.0 28.000 0.0213 0.596 Vel = 3.08 H.27 108 0.0 1 0.0 9.000 150 16.398 to 0.0 0.0 0.0 H.26 108 5.6 0.862 0.0 9.000 0.0212 0.191 Vel = 3.08 H.26 108 0.0 1 Utr 2.0 18.000 150 16.589 to 0.0 2.000 0.0 H.22 108 5.6 0.862 0.0 20.000 0.0213 0.426 Vel = 3.08 H.22 108 0.0 1 Utr 2.0 22.000 150 17.015 to 0.0 2.000 0.0 H.17 108 5.6 0.862 0.0 24.000 0.0213 0.511 Vel = 3.08 H.17 108 0.0 1 Utb 17.0 2.000 150 17.526 to Utr 2.0 16.000 0.0 T.38 108 5.6 0.862 0.0 18.000 0.0213 0.383 Vel = 3.08 T.38 108 9.67 1.25 Utr 4.0 4.000 150 17.909 to 0.0 4.000 0.0 T.41 108 15.27 1.054 0.0 8.000 0.0511 0.409 Vel = 5.61 T.41 108 10.74 1.25 T 2.44 8.000 150 18.318 to 0.0 2.440 1.732 S.1 104 26.01 1.054 0.0 10.440 0.1368 1.428 Vel = 9.56 S.1 104 0.0 1.5 2E 3.443 5.000 150 21.478 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 26.01 1.244 0.0 8.443 0.0611 0.516 Vel = 6.87 PRV 100 0.0 1.5 2E 3.443 180.000 150 30.726 to 0.0 3.443 3.000 * * Fixed Loss = 3 MTR 100 26.01 1.244 0.0 183.443 0.0610 11.195 Vel = 6.87 MTR 100 0.0 1 E 2.336 20.000 150 44.921 to T 5.841 9.345 0.0 STIR 100 26.01 0.995 G 1.168 29.345 0.1811 5.314 Vel = 10.73 0.0 STIR 26.01 50.235 K Factor = 3.67 H.25 116 0.83 1 0.0 9.000 150 7.040 to 0.0 0.0 0.0 H.28 116 0.83 0.862 0.0 9.000 0.0007 0.006 Vel = 0.46 H.28 116 4.90 13.01 1 Utr 2.0 25.000 150 7.046 to 0.0 2.000 0.0 H.23 116 13.84 0.862 0.0 27.000 0.1133 3.059 Vel = 7.61 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 3029 GL - Two Head Calculation (H.25 & H.28) 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.23 116 0.0 1 Utr 2.0 13.000 150 10.105 to 0.0 2.000 0.0 T.42 116 13.84 0.862 0.0 15.000 0.1133 1.700 Vel = 7.61 T.42 116 -3.10 1 2Utb 34.0 15.000 150 11.805 to 0.0 28.000 3.465 T.41 108 10.74 0.862 0.0 43.000 0.0709 3.048 Vel = 5.90 0.0 T.41 10.74 18.318 K Factor = 2.51 T.43 116 5.24 1 Utr 2.0 6.000 150 10.884 to 0.0 2.000 0.0 H.20 116 5.24 0.862 0.0 8.000 0.0189 0.151 Vel = 2.88 H.20 116 0.0 1 Utr 2.0 7.000 150 11.035 to 0.0 2.000 0.0 H.16 116 5.24 0.862 0.0 9.000 0.0188 0.169 Vel = 2.88 H.16 116 0.0 1 Utr 2.0 2.000 150 11.204 to 0.0 2.000 0.0 T.37 116 5.24 0.862 0.0 4.000 0.0188 0.075 Vel = 2.88 T.37 116 0.0 1 Utr 2.0 6.000 150 11.279 to 0.0 2.000 0.0 H.15 116 5.24 0.862 0.0 8.000 0.0188 0.150 Vel = 2.88 H.15 116 0.0 1 Utr 2.0 12.000 150 11.429 to 0.0 2.000 0.0 H.7 116 5.24 0.862 0.0 14.000 0.0188 0.263 Vel = 2.88 H.7 116 0.0 1 Utr 2.0 9.000 150 11.692 to 0.0 2.000 0.0 H.1 116 5.24 0.862 0.0 11.000 0.0188 0.207 Vel = 2.88 H.1 116 0.0 1 Utr 2.0 7.000 150 11.899 to 0.0 2.000 0.0 T.29 116 5.24 0.862 0.0 9.000 0.0188 0.169 Vel = 2.88 T.29 116 -1.86 1 2Utb 34.0 16.000 150 12.068 to 0.0 28.000 3.465 T.31 108 3.38 0.862 0.0 44.000 0.0083 0.367 Vel = 1.86 T.31 108 1.33 1 Utr 2.0 3.000 150 15.900 to 0.0 2.000 0.0 HA 108 4.71 0.862 0.0 5.000 0.0154 0.077 Vel = 2.59 HA 108 0.0 1 Utr 2.0 11.000 150 15.977 to 0.0 2.000 0.0 H.3 108 4.71 0.862 0.0 13.000 0.0155 0.201 Vel = 2.59 H.3 108 0.0 1 Utr 2.0 8.000 150 16.178 to 0.0 2.000 0.0 T.32 108 4.71 0.862 0.0 10.000 0.0154 0.154 Vel = 2.59 T.32 108 4.96 1 Utr 2.0 4.000 150 16.332 to 0.0 2.000 0.0 T.34 108 9.67 0.862 0.0 6.000 0.0585 0.351 Vel = 5.32 T.34 108 0.0 1 Utr 2.0 6.000 150 16.683 to 0.0 2.000 0.0 T.35 108 9.67 0.862 0.0 8.000 0.0584 0.467 Vel = 5.32 T.35 108 0.0 1 Utr 2.0 11.000 150 17.150 to 0.0 2.000 0.0 T.38 108 9.67 0.862 0.0 13.000 0.0584 0.759 Vel = 5.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. SELECT HOMES EDMONDS PLAN 3029 GL - Two Head Calculation (H.25 & H.28) Page 8 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 T.38 0.0 9.67 17.909 K Factor = 2.29 T.42 116 3.10 1 Utr 2.0 6.000 150 11.805 to 0.0 2.000 0.0 H.18 116 3.1 0.862 0.0 8.000 0.0071 0.057 Vel = 1.70 H.18 116 to H.14 116 H.14 116 to H.12 116 H.12 116 to H.13 116 H.13 116 to H.11 116 H.11 116 to T.36 116 T.36 116 to T.33 116 T.33 116 to T.32 108 T.32 T.29 116 to T.30 116 T.30 116 to H.2 116 H.2 116 to H.6 116 H.6 116 to T.33 116 T.33 0.0 1 Utr 2.0 4.000 0.0 2.000 3.1 0.862 0.0 6.000 0.0 1 Utr 2.0 6.000 0.0 2.000 3.1 0.862 0.0 8.000 0.0 1 0.0 6.000 0.0 0.0 3.1 0.862 0.0 6.000 0.0 1 Utr 2.0 9.000 0.0 2.000 3.1 0.862 0.0 11.000 0.0 1 Utr 2.0 1.000 0.0 2.000 3.1 0.862 0.0 3.000 0.0 1 Utr 2.0 10.000 0.0 2.000 3.1 0.862 0.0 12.000 1.86 1 2Utb 34.0 12.000 0.0 28.000 4.96 0.862 0.0 40.000 0.0 4.96 1.86 1 Utr 2.0 2.000 0.0 2.000 1.86 0.862 0.0 4.000 0.0 1 Utr 2.0 4.000 0.0 2.000 1.86 0.862 0.0 6.000 0.0 1 Utr 2.0 18.000 0.0 2.000 1.86 0.862 0.0 20.000 0.0 1 Utr 2.0 12.000 0.0 2.000 1.86 0.862 0.0 14.000 0.0 1.86 150 11.862 0.0 0.0070 0.042 Vel = 1.70 150 11.904 0.0 0.0072 0.058 Vel = 1.70 150 11.962 0.0 0.0070 0.042 Vel = 1.70 150 12.004 0.0 0.0071 0.078 Vel = 1.70 150 12.082 0.0 0.0073 0.022 Vel = 1.70 150 12.104 0.0 0.0071 0.085 Vel = 1.70 150 12.189 3.465 0.0170 0.678 Vel = 2.73 16.332 K Factor = 1.23 150 12.068 0.0 0.0028 0.011 Vel = 1.02 150 12.079 0.0 0.0027 0.016 Vel = 1.02 150 12.095 0.0 0.0028 0.055 Vel = 1.02 150 12.150 0.0 0.0028 0.039 Vel = 1.02 12.189 K Factor = 0.53 T.39 108 1.33 1 Utr 2.0 6.000 150 15.802 to 0.0 2.000 0.0 T.40 108 1.33 0.862 0.0 8.000 0.0015 0.012 Vel = 0.73 T.40 108 to H.19 108 0.0 1 0.0 3.000 0.0 0.0 1.33 0.862 0.0 3.000 150 15.814 0.0 0.0013 0.004 Vel = 0.73 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 3029 GL - Two Head Calculation (H.25 & H.28) 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.19 108 0.0 1 Utr 2.0 19.000 150 15.818 to 0.0 2.000 0.0 H.9 108 1.33 0.862 0.0 21.000 0.0015 0.031 Vel = 0.73 H.9 108 0.0 1 Utr 2.0 10.000 150 15.849 to 0.0 2.000 0.0 H.10 108 1.33 0.862 0.0 12.000 0.0015 0.018 Vel = 0.73 H.10 108 0.0 1 Utr 2.0 11.000 150 15.867 to 0.0 2.000 0.0 H.5 108 1.33 0.862 0.0 13.000 0.0015 0.020 Vel = 0.73 H.5 108 0.0 1 Utr 2.0 7.000 150 15.887 to 0.0 2.000 0.0 T.31 108 1.33 0.862 0.0 9.000 0.0014 0.013 Vel = 0.73 0.0 T.31 1.33 15.900 K Factor = 0.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087