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FIR2020-0102+Calculations+11.24.2020_12.56.55_PM
DESIGN SERA A-PEX Design Services 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name SELECT HOMES PLAN 3000 - One Head Calculation (H.5) Drawing Location EDMONDS WA Remote Area Contract 150216-02 Data File 150216-02 Select Homes Plan 3000.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Page 1 SELECT HOMES PLAN 3000 - One Head Calculation (H.5) Date 2/16/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES PLAN 3000 Location - EDMONDS WA Building - Contractor - ADVANCED PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 2-16-2015 System No. - Contract No. - 150216-02 Drawing No. - Non -Combustible Ceiling Height 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 47.46 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 74 Elev. R Residual (Psi) - 69 Other Well Flow (Gpm) - 300 Proof Flow Gpm 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 SELECT HOMES PLAN 3000 - One Head Calculation (H.5) Page 2 Date 2/16/2015 City Water Supply: Demand: C1 - Static Pressure 74 D1 - Elevation 6.930 C2 - Residual Pressure: 69 D2 - System Flow 16.995 C2 - Residual Flow 300 D2 - System Pressure 47.462 Hose ( Demand ) D3 - System Demand 16.995 Safety Margin 26.514 150 140 130 P 120 R 110 E 100 S 90 S 80 C2 U 70 R 60 E 50 40 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW ( N 1 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services SELECT HOMES PLAN 3000 - One Head Calculation (H.5) Fitting Legend Page 3 Date 2/16/2015 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 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 Uel * Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 SELECT HOMES PLAN 3000 - One Head Calculation (H.5) Page 4 Date 2/16/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 74.0 69 300.0 73.975 17.0 47.462 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H.5 116.0 4.9 12.03 H.11 116.0 12.54 T.37 116.0 12.96 H.14 116.0 13.13 T.32 116.0 13.8 H.3 116.0 14.44 H.8 116.0 15.12 T.35 116.0 15.33 T.36 108.0 19.49 T.38 108.0 20.28 S.1 104.0 22.47 CPL 100.0 35.05 MTR 100.0 35.65 STIR 100.0 47.46 T.31 116.0 12.23 H.1 116.0 13.97 T.30 116.0 14.52 T.33 108.0 18.72 H.2 108.0 18.78 H.6 108.0 18.97 T.34 108.0 19.0 H.7 108.0 19.1 H.9 108.0 19.37 HA 116.0 14.73 H.10 116.0 14.88 H.23 116.0 15.2 T.44 116.0 15.28 T.40 108.0 18.88 T.41 108.0 18.95 H.17 108.0 19.09 H.24 108.0 19.19 H.25 108.0 19.28 T.46 108.0 19.34 H.16 108.0 19.5 T.39 108.0 19.56 H.12 108.0 18.74 H.26 108.0 18.82 H.19 108.0 18.86 H.22 116.0 15.38 T.45 116.0 15.4 H.13 116.0 15.37 T.42 116.0 15.41 17.0 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Page 5 SELECT HOMES PLAN 3000 - One Head Calculation (H.5) Date 2/16/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.43 116.0 15.54 H.27 116.0 15.41 H.29 116.0 15.42 T.47 116.0 15.43 H.21 116.0 15.48 H.18 116.0 15.5 H.15 116.0 15.53 H.28 116.0 15.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 6 SELECT HOMES PLAN 3000 - One Head Calculation (H.5) Date 2/16/2015 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.5 8.12 0.862 1 Utr 2.0 10.000 12.030 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.11 8.12 0.0422 0.0 12.000 0.507 Vel = 4.46 H.11 0.0 0.862 1 Utr 2.0 8.000 12.537 to 150.0 0.0 2.000 0.0 T.37 8.12 0.0423 0.0 10.000 0.423 Vel = 4.46 T.37 0.0 0.862 0.0 4.000 12.960 to 150.0 0.0 0.0 0.0 H.14 8.12 0.0422 0.0 4.000 0.169 Vel = 4.46 H.14 0.0 0.862 1 Utr 2.0 14.000 13.129 to 150.0 0.0 2.000 0.0 T.32 8.12 0.0422 0.0 16.000 0.676 Vel = 4.46 T.32 0.0 0.862 1 Uel 11.0 1.000 13.805 to 150.0 1 Utr 2.0 14.000 0.0 H.3 8.12 0.0423 0.0 15.000 0.634 Vel = 4.46 H.3 0.0 0.862 1 Utr 2.0 14.000 14.439 to 150.0 0.0 2.000 0.0 H.8 8.12 0.0423 0.0 16.000 0.677 Vel = 4.46 H.8 0.0 0.862 1 Utr 2.0 3.000 15.116 to 150.0 0.0 2.000 0.0 T.35 8.12 0.0422 0.0 5.000 0.211 Vel = 4.46 T.35 -3.61 0.862 2Utb 34.0 21.000 15.327 to 150.0 0.0 28.000 3.465 T.36 4.51 0.0142 0.0 49.000 0.697 Vel = 2.48 T.36 4.34 0.862 1 Utb 17.0 2.000 19.489 to 150.0 0.0 14.000 0.0 T.38 8.85 0.0496 0.0 16.000 0.793 Vel = 4.87 T.38 8.15 1.244 1 T 3.443 13.000 20.282 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0279 0.0 16.443 0.458 Vel = 4.49 S.1 0.0 1.244 1 E 1.721 25.000 22.472 to 150.0 1T 3.443 5.594 11.732 * Fixed loss = 10 CPL 17.0 0.0278 1 G 0.43 30.594 0.850 Vel = 4.49 CPL 0.0 1.38 2E 9.066 25.000 35.054 to 150.0 1 C 1.511 10.577 0.0 MTR 17.0 0.0168 0.0 35.577 0.596 Vel = 3.65 MTR 0.0 1.025 2E 5.4 20.000 35.650 to 150.0 0.0 5.400 10.000 STIR 17.0 0.0713 0.0 25.400 1.812 0.0 17.00 47.462 H.5 8.88 0.862 1 Utr 2.0 2.000 12.030 to 150.0 0.0 2.000 0.0 T.31 8.88 0.0498 0.0 4.000 0.199 T.31 0.0 0.862 1 Uel 11.0 21.000 12.229 to 150.0 1 Utr 2.0 14.000 0.0 H.1 8.88 0.0499 0.0 35.000 1.745 * Fixed loss = 10 Vel = 6.61 K Factor = 2.47 Vel = 4.88 Vel = 4.88 H.1 0.0 0.862 1 Utr 2.0 9.000 13.974 to 150.0 0.0 2.000 0.0 T.30 8.88 0.0499 0.0 11.000 0.549 Vel = 4.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 7 SELECT HOMES PLAN 3000 - One Head Calculation (H.5) Date 2/16/2015 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.30 -4.39 0.862 2Utb 34.0 24.000 14.523 to 150.0 0.0 28.000 3.465 T.33 4.49 0.0141 0.0 52.000 0.734 Vel = 2.47 T.33 -1.77 0.862 1 Utr 2.0 9.000 18.722 to 150.0 0.0 2.000 0.0 H.2 2.72 0.0055 0.0 11.000 0.061 Vel = 1.50 H.2 0.0 0.862 1 Uel 11.0 20.000 18.783 to 150.0 1 Utr 2.0 14.000 0.0 H.6 2.72 0.0056 0.0 34.000 0.191 Vel = 1.50 H.6 0.0 0.862 0.0 4.000 18.974 to 150.0 0.0 0.0 0.0 T.34 2.72 0.0055 0.0 4.000 0.022 Vel = 1.50 T.34 1.63 0.862 1 Utr 2.0 6.000 18.996 to 150.0 0.0 2.000 0.0 H.7 4.35 0.0134 0.0 8.000 0.107 Vel = 2.39 H.7 0.0 0.862 1 Utr 2.0 18.000 19.103 to 150.0 0.0 2.000 0.0 H.9 4.35 0.0133 0.0 20.000 0.266 Vel = 2.39 H.9 0.0 0.862 1 Utr 2.0 7.000 19.369 to 150.0 0.0 2.000 0.0 T.36 4.35 0.0133 0.0 9.000 0.120 Vel = 2.39 0.0 4.35 19.489 K Factor = 0.99 T.30 4.39 0.862 1 Uel 11.0 3.000 14.523 to 150.0 0.0 12.000 0.0 HA 4.39 0.0135 0.0 15.000 0.203 Vel = 2.41 HA 0.0 0.862 1 Utr 2.0 9.000 14.726 to 150.0 0.0 2.000 0.0 H.10 4.39 0.0135 0.0 11.000 0.149 Vel = 2.41 H.10 0.0 0.862 1 Uel 11.0 12.000 14.875 to 150.0 0.0 12.000 0.0 H.23 4.39 0.0135 0.0 24.000 0.325 Vel = 2.41 H.23 0.0 0.862 1 Utr 2.0 4.000 15.200 to 150.0 0.0 2.000 0.0 T.44 4.39 0.0135 0.0 6.000 0.081 Vel = 2.41 T.44 -2.47 0.862 2Utb 34.0 16.000 15.281 to 150.0 0.0 28.000 3.465 T.40 1.92 0.0029 0.0 44.000 0.129 Vel = 1.06 T.40 1.76 0.862 1 Utr 2.0 6.000 18.875 to 150.0 0.0 2.000 0.0 T.41 3.68 0.0098 0.0 8.000 0.078 Vel = 2.02 T.41 0.0 0.862 1 Utr 2.0 12.000 18.953 to 150.0 0.0 2.000 0.0 H.17 3.68 0.0098 0.0 14.000 0.137 Vel = 2.02 H.17 0.0 0.862 1 Utr 2.0 8.000 19.090 to 150.0 0.0 2.000 0.0 H.24 3.68 0.0098 0.0 10.000 0.098 Vel = 2.02 H.24 0.0 0.862 1 Utr 2.0 7.000 19.188 to 150.0 0.0 2.000 0.0 H.25 3.68 0.0098 0.0 9.000 0.088 Vel = 2.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 8 SELECT HOMES PLAN 3000 - One Head Calculation (H.5) Date 2/16/2015 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.25 0.0 0.862 0.0 7.000 19.276 to 150.0 0.0 0.0 0.0 T.46 3.68 0.0099 0.0 7.000 0.069 Vel = 2.02 T.46 0.0 0.862 1 Utr 2.0 14.000 19.345 to 150.0 0.0 2.000 0.0 H.16 3.68 0.0098 0.0 16.000 0.156 Vel = 2.02 H.16 0.0 0.862 1 Utr 2.0 4.000 19.501 to 150.0 0.0 2.000 0.0 T.39 3.68 0.0098 0.0 6.000 0.059 Vel = 2.02 T.39 4.46 0.862 1 Utb 17.0 1.000 19.560 to 150.0 1 Utr 2.0 16.000 0.0 T.38 8.14 0.0425 0.0 17.000 0.722 Vel = 4.48 0.0 8.14 20.282 K Factor = 1.81 T.33 1.76 0.862 1 Utr 2.0 4.000 18.722 to 150.0 0.0 2.000 0.0 H.12 1.76 0.0025 0.0 6.000 0.015 Vel = 0.97 H.12 0.0 0.862 1 Uel 11.0 20.000 18.737 to 150.0 0.0 12.000 0.0 H.26 1.76 0.0025 0.0 32.000 0.080 Vel = 0.97 H.26 0.0 0.862 0.0 16.000 18.817 to 150.0 0.0 0.0 0.0 H.19 1.76 0.0025 0.0 16.000 0.040 Vel = 0.97 H.19 0.0 0.862 1 Utr 2.0 5.000 18.857 to 150.0 0.0 2.000 0.0 T.40 1.76 0.0026 0.0 7.000 0.018 Vel = 0.97 0.0 1.76 18.875 K Factor = 0.41 T.44 2.47 0.862 1 Uel 11.0 9.000 15.281 to 150.0 0.0 12.000 0.0 H.22 2.47 0.0047 0.0 21.000 0.098 Vel = 1.36 H.22 0.0 0.862 1 Utr 2.0 3.000 15.379 to 150.0 0.0 2.000 0.0 T.45 2.47 0.0048 0.0 5.000 0.024 Vel = 1.36 T.45 -0.85 0.862 2Utb 34.0 32.000 15.403 to 150.0 0.0 28.000 3.465 T.34 1.62 0.0021 0.0 60.000 0.128 Vel = 0.89 0.0 1.62 18.996 K Factor = 0.37 T.35 3.61 0.862 1 Utr 2.0 3.000 15.327 to 150.0 0.0 2.000 0.0 H.13 3.61 0.0094 0.0 5.000 0.047 Vel = 1.98 H.13 0.0 0.862 1 Utr 2.0 2.000 15.374 to 150.0 0.0 2.000 0.0 T.42 3.61 0.0095 0.0 4.000 0.038 Vel = 1.98 T.42 -0.72 0.862 1 Utb 17.0 6.000 15.412 to 150.0 0.0 14.000 0.0 T.43 2.89 0.0062 0.0 20.000 0.125 Vel = 1.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 9 SELECT HOMES PLAN 3000 - One Head Calculation (H.5) Date 2/16/2015 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 1.57 0.862 2Utb 34.0 12.000 15.537 to 150.0 0.0 28.000 3.465 T.39 4.46 0.0140 0.0 40.000 0.558 Vel = 2.45 0.0 4.46 19.560 K Factor = 1.01 T.45 0.85 0.862 1 Uel 11.0 5.000 15.403 to 150.0 0.0 12.000 0.0 H.27 0.85 0.0006 0.0 17.000 0.011 Vel = 0.47 H.27 0.0 0.862 1 Utr 2.0 12.000 15.414 to 150.0 0.0 2.000 0.0 H.29 0.85 0.0006 0.0 14.000 0.009 Vel = 0.47 H.29 0.0 0.862 1 Utr 2.0 4.000 15.423 to 150.0 0.0 2.000 0.0 T.47 0.85 0.0007 0.0 6.000 0.004 Vel = 0.47 T.47 0.72 0.862 1 Utb 17.0 13.000 15.427 to 150.0 0.0 14.000 0.0 H.21 1.57 0.0020 0.0 27.000 0.054 Vel = 0.86 H.21 0.0 0.862 1 Utr 2.0 8.000 15.481 to 150.0 0.0 2.000 0.0 H.18 1.57 0.0020 0.0 10.000 0.020 Vel = 0.86 H.18 0.0 0.862 1 Utr 2.0 12.000 15.501 to 150.0 0.0 2.000 0.0 H.15 1.57 0.0020 0.0 14.000 0.028 Vel = 0.86 H.15 0.0 0.862 1 Utr 2.0 2.000 15.529 to 150.0 0.0 2.000 0.0 T.43 1.57 0.0020 0.0 4.000 0.008 Vel = 0.86 0.0 1.57 15.537 K Factor = 0.40 T.42 0.72 0.862 1 Utr 2.0 23.000 15.412 to 150.0 0.0 2.000 0.0 H.28 0.72 0.0005 0.0 25.000 0.012 Vel = 0.40 H.28 0.0 0.862 0.0 6.000 15.424 to 150.0 0.0 0.0 0.0 T.47 0.72 0.0005 0.0 6.000 0.003 Vel = 0.40 0.0 0.72 15.427 K Factor = 0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DESIGN SERA A-PEX Design Services 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name SELECT HOMES PLAN 3000 - Two Head Calculation (H.1 & HA) Drawing Location EDMONDS WA Remote Area Contract 150216-02 Data File 150216-02 Select Homes Plan 3000.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Page 1 SELECT HOMES PLAN 3000 - Two Head Calculation (H.1 & HA) Date 2/16/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES PLAN 3000 Location - EDMONDS WA Building - Contractor - ADVANCED PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 2-16-2015 System No. - Contract No. - 150216-02 Drawing No. - Non -Combustible Ceiling Height 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 26.1321 Psi Required 49.08 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 74 Elev. R Residual (Psi) - 69 Other Well Flow (Gpm) - 300 Proof Flow Gpm 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 SELECT HOMES PLAN 3000 - Two Head Calculation (H.1 & HA) Page 2 Date 2/16/2015 City Water Supply: Demand: C1 - Static Pressure 74 D1 - Elevation 6.930 C2 - Residual Pressure: 69 D2 - System Flow 26.132 C2 - Residual Flow 300 D2 - System Pressure 49.083 Hose ( Demand ) D3 - System Demand 26.132 Safety Margin 24.862 150 140 130 P 120 R 110 E 100 S 90 S 80 C2 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 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services SELECT HOMES PLAN 3000 - Two Head Calculation (H.1 & HA) Fitting Legend Page 3 Date 2/16/2015 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 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 Uel * Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 Page 4 SELECT HOMES PLAN 3000 - Two Head Calculation (H.1 & HA) Date 2/16/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 74.0 69 300.0 73.945 26.13 49.083 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 116.0 4.9 7.04 13.0 T.31 116.0 8.26 H.5 116.0 8.4 H.11 116.0 8.82 T.37 116.0 9.17 H.14 116.0 9.31 T.32 116.0 9.86 H.3 116.0 10.39 H.8 116.0 10.94 T.35 116.0 11.12 T.36 108.0 15.67 T.38 108.0 17.39 S.1 104.0 20.13 CPL 100.0 33.75 MTR 100.0 35.07 STIR 100.0 49.08 T.30 116.0 7.28 T.33 108.0 13.22 H.2 108.0 13.45 H.6 108.0 14.16 T.34 108.0 14.24 H.7 108.0 14.55 H.9 108.0 15.32 HA 116.0 4.9 7.18 13.13 H.10 116.0 7.88 H.23 116.0 9.42 T.44 116.0 9.8 H.22 116.0 10.4 T.45 116.0 10.55 H.27 116.0 10.78 H.29 116.0 10.97 T.47 116.0 11.05 H.21 116.0 11.18 H.18 116.0 11.23 H.15 116.0 11.3 T.43 116.0 11.32 T.39 108.0 15.74 H.12 108.0 13.27 H.26 108.0 13.5 H.19 108.0 13.62 T.40 108.0 13.67 T.41 108.0 13.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Page 5 SELECT HOMES PLAN 3000 - Two Head Calculation (H.1 & HA) Date 2/16/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.17 108.0 14.32 H.24 108.0 14.62 H.25 108.0 14.88 T.46 108.0 15.09 H.16 108.0 15.57 H.28 116.0 11.07 T.42 116.0 11.14 H.13 116.0 11.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 6 SELECT HOMES PLAN 3000 - Two Head Calculation (H.1 & HA) Date 2/16/2015 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.1 7.32 0.862 1 Uel 11.0 21.000 7.040 K Factor = 4.90 to 150.0 1 Utr 2.0 14.000 0.0 T.31 7.32 0.0349 0.0 35.000 1.220 Vel = 4.02 T.31 0.0 0.862 1 Utr 2.0 2.000 8.260 to 150.0 0.0 2.000 0.0 H.5 7.32 0.0350 0.0 4.000 0.140 Vel = 4.02 H.5 0.0 0.862 1 Utr 2.0 10.000 8.400 to 150.0 0.0 2.000 0.0 H.11 7.32 0.0348 0.0 12.000 0.418 Vel = 4.02 H.11 0.0 0.862 1 Utr 2.0 8.000 8.818 to 150.0 0.0 2.000 0.0 T.37 7.32 0.0349 0.0 10.000 0.349 Vel = 4.02 T.37 0.0 0.862 0.0 4.000 9.167 to 150.0 0.0 0.0 0.0 H.14 7.32 0.0348 0.0 4.000 0.139 Vel = 4.02 H.14 0.0 0.862 1 Utr 2.0 14.000 9.306 to 150.0 0.0 2.000 0.0 T.32 7.32 0.0349 0.0 16.000 0.558 Vel = 4.02 T.32 0.0 0.862 1 Uel 11.0 1.000 9.864 to 150.0 1 Utr 2.0 14.000 0.0 H.3 7.32 0.0349 0.0 15.000 0.523 Vel = 4.02 H.3 0.0 0.862 1 Utr 2.0 14.000 10.387 to 150.0 0.0 2.000 0.0 H.8 7.32 0.0349 0.0 16.000 0.558 Vel = 4.02 H.8 0.0 0.862 1 Utr 2.0 3.000 10.945 to 150.0 0.0 2.000 0.0 T.35 7.32 0.0348 0.0 5.000 0.174 Vel = 4.02 T.35 -1.60 0.862 2Utb 34.0 21.000 11.119 to 150.0 0.0 28.000 3.465 T.36 5.72 0.0221 0.0 49.000 1.082 Vel = 3.14 T.36 7.72 0.862 1 Utb 17.0 2.000 15.666 to 150.0 0.0 14.000 0.0 T.38 13.44 0.1074 0.0 16.000 1.719 Vel = 7.39 T.38 12.69 1.244 1 T 3.443 13.000 17.385 to 150.0 0.0 3.443 1.732 S.1 26.13 0.0616 0.0 16.443 1.013 Vel = 6.90 S.1 0.0 1.244 1 E 1.721 25.000 20.130 to 150.0 1T 3.443 5.594 11.732 * Fixed loss = 10 CPL 26.13 0.0616 1 G 0.43 30.594 1.884 Vel = 6.90 CPL 0.0 1.38 2E 9.066 25.000 33.746 to 150.0 1 C 1.511 10.577 0.0 MTR 26.13 0.0372 0.0 35.577 1.322 Vel = 5.60 MTR 0.0 1.025 2E 5.4 20.000 35.068 to 150.0 0.0 5.400 10.000 * Fixed loss = 10 STIR 26.13 0.1581 0.0 25.400 4.015 Vel = 10.16 0.0 26.13 49.083 K Factor = 3.73 H.1 5.68 0.862 1 Utr 2.0 9.000 7.040 to 150.0 0.0 2.000 0.0 T.30 5.68 0.0218 0.0 11.000 0.240 Vel = 3.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 7 SELECT HOMES PLAN 3000 - Two Head Calculation (H.1 & HA) Date 2/16/2015 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.30 2.98 0.862 2Utb 34.0 24.000 7.280 to 150.0 0.0 28.000 3.465 T.33 8.66 0.0477 0.0 52.000 2.479 Vel = 4.76 T.33 -3.14 0.862 1 Utr 2.0 9.000 13.224 to 150.0 0.0 2.000 0.0 H.2 5.52 0.0207 0.0 11.000 0.228 Vel = 3.03 H.2 0.0 0.862 1 Uel 11.0 20.000 13.452 to 150.0 1 Utr 2.0 14.000 0.0 H.6 5.52 0.0207 0.0 34.000 0.705 Vel = 3.03 H.6 0.0 0.862 0.0 4.000 14.157 to 150.0 0.0 0.0 0.0 T.34 5.52 0.0208 0.0 4.000 0.083 Vel = 3.03 T.34 2.20 0.862 1 Utr 2.0 6.000 14.240 to 150.0 0.0 2.000 0.0 H.7 7.72 0.0385 0.0 8.000 0.308 Vel = 4.24 H.7 0.0 0.862 1 Utr 2.0 18.000 14.548 to 150.0 0.0 2.000 0.0 H.9 7.72 0.0386 0.0 20.000 0.772 Vel = 4.24 H.9 0.0 0.862 1 Utr 2.0 7.000 15.320 to 150.0 0.0 2.000 0.0 T.36 7.72 0.0384 0.0 9.000 0.346 Vel = 4.24 0.0 7.72 15.666 K Factor = 1.95 T.30 -2.98 0.862 1 Uel 11.0 3.000 7.280 to 150.0 0.0 12.000 0.0 HA -2.98 -0.0066 0.0 15.000 -0.099 Vel = 1.64 HA 13.13 0.862 1 Utr 2.0 9.000 7.181 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.10 10.15 0.0639 0.0 11.000 0.703 Vel = 5.58 H.10 0.0 0.862 1 Uel 11.0 12.000 7.884 to 150.0 0.0 12.000 0.0 H.23 10.15 0.0639 0.0 24.000 1.533 Vel = 5.58 H.23 0.0 0.862 1 Utr 2.0 4.000 9.417 to 150.0 0.0 2.000 0.0 T.44 10.15 0.0640 0.0 6.000 0.384 Vel = 5.58 T.44 -3.56 0.862 1 Uel 11.0 9.000 9.801 to 150.0 0.0 12.000 0.0 H.22 6.59 0.0288 0.0 21.000 0.604 Vel = 3.62 H.22 0.0 0.862 1 Utr 2.0 3.000 10.405 to 150.0 0.0 2.000 0.0 T.45 6.59 0.0286 0.0 5.000 0.143 Vel = 3.62 T.45 -2.20 0.862 1 Uel 11.0 5.000 10.548 to 150.0 0.0 12.000 0.0 H.27 4.39 0.0136 0.0 17.000 0.231 Vel = 2.41 H.27 0.0 0.862 1 Utr 2.0 12.000 10.779 to 150.0 0.0 2.000 0.0 H.29 4.39 0.0136 0.0 14.000 0.190 Vel = 2.41 H.29 0.0 0.862 1 Utr 2.0 4.000 10.969 to 150.0 0.0 2.000 0.0 T.47 4.39 0.0135 0.0 6.000 0.081 Vel = 2.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 8 SELECT HOMES PLAN 3000 - Two Head Calculation (H.1 & HA) Date 2/16/2015 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.47 -1.88 0.862 1 Utb 17.0 13.000 11.050 to 150.0 0.0 14.000 0.0 H.21 2.51 0.0048 0.0 27.000 0.130 Vel = 1.38 H.21 0.0 0.862 1 Utr 2.0 8.000 11.180 to 150.0 0.0 2.000 0.0 H.18 2.51 0.0048 0.0 10.000 0.048 Vel = 1.38 H.18 0.0 0.862 1 Utr 2.0 12.000 11.228 to 150.0 0.0 2.000 0.0 H.15 2.51 0.0049 0.0 14.000 0.068 Vel = 1.38 H.15 0.0 0.862 1 Utr 2.0 2.000 11.296 to 150.0 0.0 2.000 0.0 T.43 2.51 0.0048 0.0 4.000 0.019 Vel = 1.38 T.43 3.48 0.862 2Utb 34.0 12.000 11.315 to 150.0 0.0 28.000 3.465 T.39 5.99 0.0241 0.0 40.000 0.963 Vel = 3.29 T.39 6.70 0.862 1 Utb 17.0 1.000 15.743 to 150.0 1 Utr 2.0 16.000 0.0 T.38 12.69 0.0966 0.0 17.000 1.642 Vel = 6.98 0.0 12.69 17.385 K Factor = 3.04 T.33 3.14 0.862 1 Utr 2.0 4.000 13.224 to 150.0 0.0 2.000 0.0 H.12 3.14 0.0073 0.0 6.000 0.044 Vel = 1.73 H.12 0.0 0.862 1 Uel 11.0 20.000 13.268 to 150.0 0.0 12.000 0.0 H.26 3.14 0.0073 0.0 32.000 0.234 Vel = 1.73 H.26 0.0 0.862 0.0 16.000 13.502 to 150.0 0.0 0.0 0.0 H.19 3.14 0.0073 0.0 16.000 0.117 Vel = 1.73 H.19 0.0 0.862 1 Utr 2.0 5.000 13.619 to 150.0 0.0 2.000 0.0 T.40 3.14 0.0073 0.0 7.000 0.051 Vel = 1.73 T.40 3.56 0.862 1 Utr 2.0 6.000 13.670 to 150.0 0.0 2.000 0.0 T.41 6.7 0.0296 0.0 8.000 0.237 Vel = 3.68 T.41 0.0 0.862 1 Utr 2.0 12.000 13.907 to 150.0 0.0 2.000 0.0 H.17 6.7 0.0296 0.0 14.000 0.414 Vel = 3.68 H.17 0.0 0.862 1 Utr 2.0 8.000 14.321 to 150.0 0.0 2.000 0.0 H.24 6.7 0.0297 0.0 10.000 0.297 Vel = 3.68 H.24 0.0 0.862 1 Utr 2.0 7.000 14.618 to 150.0 0.0 2.000 0.0 H.25 6.7 0.0296 0.0 9.000 0.266 Vel = 3.68 H.25 0.0 0.862 0.0 7.000 14.884 to 150.0 0.0 0.0 0.0 T.46 6.7 0.0297 0.0 7.000 0.208 Vel = 3.68 T.46 0.0 0.862 1 Utr 2.0 14.000 15.092 to 150.0 0.0 2.000 0.0 H.16 6.7 0.0296 0.0 16.000 0.474 Vel = 3.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 9 SELECT HOMES PLAN 3000 - Two Head Calculation (H.1 & HA) Date 2/16/2015 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.16 0.0 0.862 1 Utr 2.0 4.000 15.566 to 150.0 0.0 2.000 0.0 T.39 6.7 0.0295 0.0 6.000 0.177 Vel = 3.68 0.0 6.70 15.743 K Factor = 1.69 T.44 3.56 0.862 2Utb 34.0 16.000 9.801 to 150.0 0.0 28.000 3.465 T.40 3.56 0.0092 0.0 44.000 0.404 Vel = 1.96 0.0 3.56 13.670 K Factor = 0.96 T.45 2.20 0.862 2Utb 34.0 32.000 10.548 to 150.0 0.0 28.000 3.465 T.34 2.2 0.0038 0.0 60.000 0.227 Vel = 1.21 0.0 2.20 14.240 K Factor = 0.58 T.47 1.88 0.862 0.0 6.000 11.050 to 150.0 0.0 0.0 0.0 H.28 1.88 0.0028 0.0 6.000 0.017 Vel = 1.03 H.28 0.0 0.862 1 Utr 2.0 23.000 11.067 to 150.0 0.0 2.000 0.0 T.42 1.88 0.0028 0.0 25.000 0.071 Vel = 1.03 T.42 1.60 0.862 1 Utb 17.0 6.000 11.138 to 150.0 0.0 14.000 0.0 T.43 3.48 0.0088 0.0 20.000 0.177 Vel = 1.91 0.0 3.48 11.315 K Factor = 1.03 T.35 1.60 0.862 1 Utr 2.0 3.000 11.119 to 150.0 0.0 2.000 0.0 H.13 1.6 0.0022 0.0 5.000 0.011 Vel = 0.88 H.13 0.0 0.862 1 Utr 2.0 2.000 11.130 to 150.0 0.0 2.000 0.0 T.42 1.6 0.0020 0.0 4.000 0.008 Vel = 0.88 0.0 1.60 K Factor = 0.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087