Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
FIR2021-0051+Calculations+5.18.2021_10.44.33_AM+2202643
DESIGN SERA A-PEX Design Services, Inc.-EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name SELECT HOMES - One Head Calculation (H.14) Drawing Location PLAN 3112 Remote Area Contract 160909-01 Data File 160909-01 Select Homes Plan 3112.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc.-EP SELECT HOMES - One Head Calculation (H.14) HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 9/9/2016 Name - SELECT HOMES Date - 09-09-2016 Location - 3112 Building - System No. - Contractor - ADVANCED PLUMBING Contract No. - 160909-01 Calculated By - STEPHANIE FAHEY 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 58.97 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) - 80 Elev. R Residual (Psi) - 75 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, Inc.-EP SELECT HOMES - One Head Calculation (H.14) Page 2 Date 9/9/2016 City Water Supply: Demand: C1 - Static Pressure 80 D1 - Elevation 6.930 C2 - Residual Pressure: 75 D2 - System Flow : 16.995 C2 - Residual Flow 300 D2 - System Pressure 58.971 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 21.004 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 U 70 D2 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, Inc.-EP SELECT HOMES - One Head Calculation (H.14) Fitting Legend Abbrev. Name Page 3 Date 9/9/2016 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, Inc.-EP Page 4 SELECT HOMES - One Head Calculation (H.14) Date 9/9/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 80.0 75 300.0 79.975 17.0 58.971 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.14 116.0 4.9 12.03 T.33 116.0 13.46 H.11 116.0 13.67 H.17 116.0 13.98 T.41 116.0 14.15 T.40 108.0 18.7 T.44 108.0 18.8 H.32 108.0 18.84 H.28 108.0 18.9 H.24 108.0 18.97 T.39 108.0 19.04 H.20 108.0 19.19 H.10 108.0 20.02 T.35 108.0 21.14 S.1 104.0 23.58 PRV 100.0 35.61 CPL 100.0 46.26 MTR 100.0 47.16 STIR 100.0 58.97 T.37 116.0 12.22 H.21 116.0 12.9 H.26 116.0 13.36 T.42 116.0 14.11 H.29 116.0 14.57 T.45 116.0 14.76 H.6 116.0 13.5 H.5 116.0 13.7 HA 116.0 14.02 H.7 116.0 14.49 T.34 116.0 14.58 H.15 116.0 14.77 H.16 116.0 14.9 T.38 116.0 15.03 T.36 108.0 19.95 H.27 116.0 14.13 T.43 116.0 14.13 H.23 116.0 14.14 H.31 116.0 14.78 H.30 116.0 14.81 H.25 116.0 14.89 H.22 116.0 14.95 H.18 116.0 15.02 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc.-EP Page 5 SELECT HOMES - One Head Calculation (H.14) Date 9/9/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.19 108.0 18.8 H.9 108.0 19.01 H.2 108.0 19.19 H.3 108.0 19.38 H.1 108.0 19.58 H.8 108.0 19.68 H.12 108.0 19.84 H.13 108.0 19.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc.-EP Page 6 SELECT HOMES - One Head Calculation (H.14) Date 9/9/2016 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.14 9.35 0.862 Utb 17.0 10.000 12.030 K Factor = 4.90 to 150.0 Utr 2.0 16.000 0.0 T.33 9.35 0.0548 0.0 26.000 1.426 Vel = 5.14 T.33 -4.84 0.862 Utr 2.0 13.000 13.456 to 150.0 0.0 2.000 0.0 H.11 4.51 0.0142 0.0 15.000 0.213 Vel = 2.48 H.11 0.0 0.862 Uel 11.0 10.000 13.669 to 150.0 0.0 12.000 0.0 H.17 4.51 0.0142 0.0 22.000 0.313 Vel = 2.48 H.17 0.0 0.862 Utr 2.0 10.000 13.982 to 150.0 0.0 2.000 0.0 T.41 4.51 0.0142 0.0 12.000 0.170 Vel = 2.48 T.41 1.26 0.862 2Utb 34.0 20.000 14.152 to 150.0 0.0 28.000 3.465 T.40 5.77 0.0225 0.0 48.000 1.079 Vel = 3.17 T.40 -3.38 0.862 Utr 2.0 21.000 18.696 to 150.0 0.0 2.000 0.0 T.44 2.39 0.0044 0.0 23.000 0.101 Vel = 1.31 T.44 0.0 0.862 0.0 9.000 18.797 to 150.0 0.0 0.0 0.0 H.32 2.39 0.0044 0.0 9.000 0.040 Vel = 1.31 H.32 0.0 0.862 Utr 2.0 13.000 18.837 to 150.0 0.0 2.000 0.0 H.28 2.39 0.0044 0.0 15.000 0.066 Vel = 1.31 H.28 0.0 0.862 Utr 2.0 14.000 18.903 to 150.0 0.0 2.000 0.0 H.24 2.39 0.0044 0.0 16.000 0.070 Vel = 1.31 H.24 0.0 0.862 Utr 2.0 12.000 18.973 to 150.0 0.0 2.000 0.0 T.39 2.39 0.0044 0.0 14.000 0.062 Vel = 1.31 T.39 4.58 0.862 Utr 2.0 3.000 19.035 to 150.0 0.0 2.000 0.0 H.20 6.97 0.0318 0.0 5.000 0.159 Vel = 3.83 H.20 0.0 0.862 Uel 11.0 14.000 19.194 to 150.0 0.0 12.000 0.0 H.10 6.97 0.0319 0.0 26.000 0.829 Vel = 3.83 H.10 0.0 0.862 Utb 17.0 9.000 20.023 to 150.0 Uel 11.0 26.000 0.0 T.35 6.97 0.0319 0.0 35.000 1.115 Vel = 3.83 T.35 10.03 1.054 T 2.44 9.000 21.138 to 150.0 0.0 2.440 1.732 S.1 17.0 0.0623 0.0 11.440 0.713 Vel = 6.25 S.1 0.0 1.244 E 1.721 5.000 23.583 to 150.0 T 3.443 5.594 11.732 * * Fixed Loss = 10 PRV 17.0 0.0278 G 0.43 10.594 0.295 Vel = 4.49 PRV 0.0 1.244 2E 3.443 20.000 35.610 to 150.0 0.0 3.443 10.000 * Fixed Loss = 10 CPL 17.0 0.0278 0.0 23.443 0.651 Vel = 4.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc.-EP Page 7 SELECT HOMES - One Head Calculation (H.14) Date 9/9/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn CPL 0.0 1.61 2E 12.089 100.000 46.261 to 150.0 C 1.511 13.600 0.0 MTR 17.0 0.0079 0.0 113.600 0.899 Vel = 2.68 MTR 0.0 1.025 2E 5.4 20.000 47.160 to 150.0 0.0 5.400 10.000 * * Fixed Loss = 10 STIR 17.0 0.0713 0.0 25.400 1.811 Vel = 6.61 0.0 17.00 58.971 K Factor = 2.21 H.14 7.65 0.862 Utr 2.0 3.000 12.030 to 150.0 0.0 2.000 0.0 T.37 7.65 0.0378 0.0 5.000 0.189 Vel = 4.21 T.37 0.0 0.862 Uel 11.0 6.000 12.219 to 150.0 0.0 12.000 0.0 H.21 7.65 0.0379 0.0 18.000 0.682 Vel = 4.21 H.21 0.0 0.862 Utr 2.0 10.000 12.901 to 150.0 0.0 2.000 0.0 H.26 7.65 0.0378 0.0 12.000 0.454 Vel = 4.21 H.26 0.0 0.862 Utb 17.0 6.000 13.355 to 150.0 0.0 14.000 0.0 T.42 7.65 0.0379 0.0 20.000 0.758 Vel = 4.21 T.42 -1.27 0.862 Uel 11.0 5.000 14.113 to 150.0 0.0 12.000 0.0 H.29 6.38 0.0271 0.0 17.000 0.461 Vel = 3.51 H.29 0.0 0.862 Utr 2.0 5.000 14.574 to 150.0 0.0 2.000 0.0 T.45 6.38 0.0270 0.0 7.000 0.189 Vel = 3.51 T.45 -1.80 0.862 2Utb 34.0 27.000 14.763 to 150.0 0.0 28.000 3.465 T.39 4.58 0.0147 0.0 55.000 0.807 0.0 4.58 19.035 T.33 4.84 0.862 Utr 2.0 1.000 13.456 to 150.0 0.0 2.000 0.0 H.6 4.84 0.0160 0.0 3.000 0.048 H.6 0.0 0.862 Utr 2.0 10.000 13.504 to 150.0 0.0 2.000 0.0 H.5 4.84 0.0162 0.0 12.000 0.195 H.5 0.0 0.862 Utr 2.0 18.000 13.699 to 150.0 0.0 2.000 0.0 H.4 4.84 0.0162 0.0 20.000 0.324 Vel = 2.52 K Factor = 1.05 Vel = 2.66 Vel = 2.66 Vel = 2.66 H.4 0.0 0.862 Uel 11.0 17.000 14.023 to 150.0 0.0 12.000 0.0 H.7 4.84 0.0162 0.0 29.000 0.471 Vel = 2.66 H.7 0.0 0.862 Utr 2.0 3.000 14.494 to 150.0 0.0 2.000 0.0 T.34 4.84 0.0162 0.0 5.000 0.081 Vel = 2.66 T.34 0.0 0.862 Utr 2.0 10.000 14.575 to 150.0 0.0 2.000 0.0 H.15 4.84 0.0162 0.0 12.000 0.195 Vel = 2.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc.-EP Page 8 SELECT HOMES - One Head Calculation (H.14) Date 9/9/2016 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.15 0.0 0.862 Utr 2.0 6.000 14.770 to 150.0 0.0 2.000 0.0 H.16 4.84 0.0162 0.0 8.000 0.130 Vel = 2.66 H.16 0.0 0.862 Utr 2.0 6.000 14.900 to 150.0 0.0 2.000 0.0 T.38 4.84 0.0162 0.0 8.000 0.130 Vel = 2.66 T.38 1.80 0.862 2Utb 34.0 22.000 15.030 to 150.0 0.0 28.000 3.465 T.36 6.64 0.0291 0.0 50.000 1.457 Vel = 3.65 T.36 3.38 0.862 Utr 2.0 3.000 19.952 to 150.0 Utb 17.0 16.000 0.0 T.35 10.02 0.0624 0.0 19.000 1.186 Vel = 5.51 0.0 10.02 21.138 K Factor = 2.18 T.42 1.27 0.862 Utr 2.0 8.000 14.113 to 150.0 0.0 2.000 0.0 H.27 1.27 0.0013 0.0 10.000 0.013 Vel = 0.70 H.27 0.0 0.862 0.0 3.000 14.126 to 150.0 0.0 0.0 0.0 T.43 1.27 0.0013 0.0 3.000 0.004 Vel = 0.70 T.43 0.0 0.862 Utr 2.0 8.000 14.130 to 150.0 0.0 2.000 0.0 H.23 1.27 0.0014 0.0 10.000 0.014 Vel = 0.70 H.23 0.0 0.862 Utr 2.0 4.000 14.144 to 150.0 0.0 2.000 0.0 T.41 1.27 0.0013 0.0 6.000 0.008 Vel = 0.70 0.0 1.27 14.152 K Factor = 0.34 T.45 1.80 0.862 0.0 5.000 14.763 to 150.0 0.0 0.0 0.0 H.31 1.8 0.0026 0.0 5.000 0.013 Vel = 0.99 H.31 0.0 0.862 Utr 2.0 11.000 14.776 to 150.0 0.0 2.000 0.0 H.30 1.8 0.0026 0.0 13.000 0.034 Vel = 0.99 H.30 0.0 0.862 Uel 11.0 20.000 14.810 to 150.0 0.0 12.000 0.0 H.25 1.8 0.0026 0.0 32.000 0.084 Vel = 0.99 H.25 0.0 0.862 Uel 11.0 9.000 14.894 to 150.0 0.0 12.000 0.0 H.22 1.8 0.0026 0.0 21.000 0.055 Vel = 0.99 H.22 0.0 0.862 Uel 11.0 16.000 14.949 to 150.0 0.0 12.000 0.0 H.18 1.8 0.0026 0.0 28.000 0.073 Vel = 0.99 H.18 0.0 0.862 Utr 2.0 1.000 15.022 to 150.0 0.0 2.000 0.0 T.38 1.8 0.0027 0.0 3.000 0.008 Vel = 0.99 0.0 1.80 15.030 K Factor = 0.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc.-EP Page 9 SELECT HOMES - One Head Calculation (H.14) Date 9/9/2016 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.40 3.38 0.862 Utr 2.0 10.000 18.696 to 150.0 0.0 2.000 0.0 H.19 3.38 0.0084 0.0 12.000 0.101 Vel = 1.86 H.19 0.0 0.862 Uel 11.0 14.000 18.797 to 150.0 0.0 12.000 0.0 H.9 3.38 0.0083 0.0 26.000 0.217 Vel = 1.86 H.9 0.0 0.862 Utr 2.0 19.000 19.014 to 150.0 0.0 2.000 0.0 H.2 3.38 0.0084 0.0 21.000 0.176 Vel = 1.86 H.2 0.0 0.862 Uel 11.0 11.000 19.190 to 150.0 0.0 12.000 0.0 H.3 3.38 0.0084 0.0 23.000 0.193 Vel = 1.86 H.3 0.0 0.862 Uel 11.0 9.000 19.383 to 150.0 Utr 2.0 14.000 0.0 H.1 3.38 0.0083 0.0 23.000 0.192 Vel = 1.86 H.1 0.0 0.862 Utr 2.0 11.000 19.575 to 150.0 0.0 2.000 0.0 H.8 3.38 0.0084 0.0 13.000 0.109 Vel = 1.86 H.8 0.0 0.862 Uel 11.0 7.000 19.684 to 150.0 0.0 12.000 0.0 H.12 3.38 0.0084 0.0 19.000 0.159 Vel = 1.86 H.12 0.0 0.862 Utr 2.0 9.000 19.843 to 150.0 0.0 2.000 0.0 H.13 3.38 0.0084 0.0 11.000 0.092 Vel = 1.86 H.13 0.0 0.862 0.0 2.000 19.935 to 150.0 0.0 0.0 0.0 T.36 3.38 0.0085 0.0 2.000 0.017 Vel = 1.86 0.0 3.38 19.952 K Factor = 0.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DESIGN SERA A-PEX Design Services, Inc.-EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name SELECT HOMES - Two Head Calculation (HA & H.7) Drawing Location PLAN 3112 Remote Area Contract 160909-01 Data File 160909-01 Select Homes Plan 3112.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc.-EP Page 1 SELECT HOMES - Two Head Calculation (HA & H.7) Date 9/9/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES Date - 09-09-2016 Location - 3112 Building - System No. - Contractor - ADVANCED PLUMBING Contract No. - 160909-01 Calculated By - STEPHANIE FAHEY 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 26.0401 Psi Required 64.39 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) - 80 Elev. R Residual (Psi) - 75 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, Inc.-EP SELECT HOMES - Two Head Calculation (HA & H.7) Page 2 Date 9/9/2016 City Water Supply: Demand: C1 - Static Pressure 80 D1 - Elevation 6.930 C2 - Residual Pressure: 75 D2 - System Flow : 26.04 C2 - Residual Flow 300 D2 - System Pressure 64.388 Hose ( Demand ) D3 - System Demand : 26.04 Safety Margin 15.558 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 U 70 UZ 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, Inc.-EP SELECT HOMES - Two Head Calculation (HA & H.7) Fitting Legend Abbrev. Name Page 3 Date 9/9/2016 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, Inc.-EP Page 4 SELECT HOMES - Two Head Calculation (HA & H.7) Date 9/9/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 80.0 75 300.0 79.946 26.04 64.388 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HA 116.0 4.9 7.04 13.0 H.5 116.0 8.7 H.6 116.0 9.7 T.33 116.0 9.95 H.14 116.0 10.41 T.37 116.0 10.5 H.21 116.0 10.81 H.26 116.0 11.02 T.42 116.0 11.38 H.29 116.0 11.6 T.45 116.0 11.7 T.39 108.0 17.04 H.20 108.0 17.36 H.10 108.0 19.04 T.35 108.0 21.3 S.1 104.0 24.6 PRV 100.0 36.98 CPL 100.0 48.42 MTR 100.0 50.4 STIR 100.0 64.39 H.7 116.0 4.9 7.08 13.04 T.34 116.0 7.69 H.15 116.0 9.14 H.16 116.0 10.1 T.38 116.0 11.07 T.36 108.0 18.54 H.11 116.0 10.39 H.17 116.0 11.04 T.41 116.0 11.39 T.40 108.0 16.53 H.19 108.0 16.69 H.9 108.0 17.04 H.2 108.0 17.32 H.3 108.0 17.63 H.1 108.0 17.94 H.8 108.0 18.11 H.12 108.0 18.37 H.13 108.0 18.52 H.18 116.0 11.09 H.22 116.0 11.26 H.25 116.0 11.39 H.30 116.0 11.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc.-EP Page 5 SELECT HOMES - Two Head Calculation (HA & H.7) Date 9/9/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.31 116.0 11.67 H.27 116.0 11.38 T.43 116.0 11.38 H.23 116.0 11.38 T.44 108.0 16.68 H.32 108.0 16.74 H.28 108.0 16.84 H.24 108.0 16.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc.-EP Page 6 SELECT HOMES - Two Head Calculation (H.4 & H.7) Date 9/9/2016 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.4 11.71 0.862 Utr 2.0 18.000 7.040 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.5 11.71 0.0832 0.0 20.000 1.664 Vel = 6.44 H.5 0.0 0.862 Utr 2.0 10.000 8.704 to 150.0 0.0 2.000 0.0 H.6 11.71 0.0832 0.0 12.000 0.999 Vel = 6.44 H.6 0.0 0.862 Utr 2.0 1.000 9.703 to 150.0 0.0 2.000 0.0 T.33 11.71 0.0830 0.0 3.000 0.249 Vel = 6.44 T.33 -6.66 0.862 Utb 17.0 10.000 9.952 to 150.0 Utr 2.0 16.000 0.0 H.14 5.05 0.0176 0.0 26.000 0.457 Vel = 2.78 H.14 0.0 0.862 Utr 2.0 3.000 10.409 to 150.0 0.0 2.000 0.0 T.37 5.05 0.0176 0.0 5.000 0.088 Vel = 2.78 T.37 0.0 0.862 Uel 11.0 6.000 10.497 to 150.0 0.0 12.000 0.0 H.21 5.05 0.0176 0.0 18.000 0.316 Vel = 2.78 H.21 0.0 0.862 Utr 2.0 10.000 10.813 to 150.0 0.0 2.000 0.0 H.26 5.05 0.0176 0.0 12.000 0.211 Vel = 2.78 H.26 0.0 0.862 Utb 17.0 6.000 11.024 to 150.0 0.0 14.000 0.0 T.42 5.05 0.0176 0.0 20.000 0.351 Vel = 2.78 T.42 -0.68 0.862 Uel 11.0 5.000 11.375 to 150.0 0.0 12.000 0.0 H.29 4.37 0.0135 0.0 17.000 0.229 Vel = 2.40 H.29 0.0 0.862 Utr 2.0 5.000 11.604 to 150.0 0.0 2.000 0.0 T.45 4.37 0.0134 0.0 7.000 0.094 Vel = 2.40 T.45 2.87 0.862 2Utb 34.0 27.000 11.698 to 150.0 0.0 28.000 3.465 T.39 7.24 0.0342 0.0 55.000 1.879 Vel = 3.98 T.39 2.97 0.862 Utr 2.0 3.000 17.042 to 150.0 0.0 2.000 0.0 H.20 10.21 0.0644 0.0 5.000 0.322 Vel = 5.61 H.20 0.0 0.862 Uel 11.0 14.000 17.364 to 150.0 0.0 12.000 0.0 H.10 10.21 0.0646 0.0 26.000 1.680 Vel = 5.61 H.10 0.0 0.862 Utb 17.0 9.000 19.044 to 150.0 Uel 11.0 26.000 0.0 T.35 10.21 0.0646 0.0 35.000 2.260 Vel = 5.61 T.35 15.83 1.054 T 2.44 9.000 21.304 to 150.0 0.0 2.440 1.732 S.1 26.04 0.1372 0.0 11.440 1.569 Vel = 9.58 S.1 0.0 1.244 E 1.721 5.000 24.605 to 150.0 T 3.443 5.594 11.732 ' * Fixed Loss = 10 PRV 26.04 0.0612 G 0.43 10.594 0.648 Vel = 6.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc.-EP Page 7 SELECT HOMES - Two Head Calculation (H.4 & H.7) Date 9/9/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn PRV 0.0 1.244 2E 3.443 20.000 36.985 to 150.0 0.0 3.443 10.000 * * Fixed Loss = 10 CPL 26.04 0.0612 0.0 23.443 1.434 Vel = 6.87 CPL 0.0 1.61 2E 12.089 100.000 48.419 to 150.0 C 1.511 13.600 0.0 MTR 26.04 0.0174 0.0 113.600 1.979 Vel = 4.10 MTR 0.0 1.025 2E 5.4 20.000 50.398 to 150.0 0.0 5.400 10.000 * * Fixed Loss = 10 STIR 26.04 0.1571 0.0 25.400 3.990 Vel = 10.12 0.0 26.04 64.388 K Factor = 3.25 HA 1.29 0.862 Uel 11.0 17.000 7.040 to 150.0 0.0 12.000 0.0 H.7 1.29 0.0014 0.0 29.000 0.041 Vel = 0.71 H.7 13.04 0.862 Utr 2.0 3.000 7.081 K Factor = 4.90 to 150.0 0.0 2.000 0.0 T.34 14.33 0.1210 0.0 5.000 0.605 Vel = 7.88 T.34 0.0 0.862 Utr 2.0 10.000 7.686 to 150.0 0.0 2.000 0.0 H.15 14.33 0.1209 0.0 12.000 1.451 Vel = 7.88 H.15 0.0 0.862 Utr 2.0 6.000 9.137 to 150.0 0.0 2.000 0.0 H.16 14.33 0.1209 0.0 8.000 0.967 Vel = 7.88 H.16 0.0 0.862 Utr 2.0 6.000 10.104 to 150.0 0.0 2.000 0.0 T.38 14.33 0.1210 0.0 8.000 0.968 Vel = 7.88 T.38 -2.86 0.862 2Utb 34.0 22.000 11.072 to 150.0 0.0 28.000 3.465 T.36 11.47 0.0801 0.0 50.000 4.005 Vel = 6.31 T.36 4.36 0.862 Utr 2.0 3.000 18.542 to 150.0 Utb 17.0 16.000 0.0 T.35 15.83 0.1454 0.0 19.000 2.762 Vel = 8.70 0.0 15.83 21.304 K Factor = 3.43 T.33 6.66 0.862 Utr 2.0 13.000 9.952 to 150.0 0.0 2.000 0.0 H.11 6.66 0.0293 0.0 15.000 0.440 Vel = 3.66 H.11 0.0 0.862 Uel 11.0 10.000 10.392 to 150.0 0.0 12.000 0.0 H.17 6.66 0.0293 0.0 22.000 0.644 Vel = 3.66 H.17 0.0 0.862 Utr 2.0 10.000 11.036 to 150.0 0.0 2.000 0.0 T.41 6.66 0.0293 0.0 12.000 0.352 Vel = 3.66 T.41 0.68 0.862 2Utb 34.0 20.000 11.388 to 150.0 0.0 28.000 3.465 T.40 7.34 0.0350 0.0 48.000 1.681 Vel = 4.04 T.40 -2.98 0.862 Utr 2.0 10.000 16.534 to 150.0 0.0 2.000 0.0 HA 4.36 0.0133 0.0 12.000 0.160 Vel = 2.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc.-EP Page 8 SELECT HOMES - Two Head Calculation (H.4 & H.7) Date 9/9/2016 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.19 0.0 0.862 Uel 11.0 14.000 16.694 to 150.0 0.0 12.000 0.0 H.9 4.36 0.0134 0.0 26.000 0.348 Vel = 2.40 H.9 0.0 0.862 Utr 2.0 19.000 17.042 to 150.0 0.0 2.000 0.0 H.2 4.36 0.0134 0.0 21.000 0.282 Vel = 2.40 H.2 0.0 0.862 Uel 11.0 11.000 17.324 to 150.0 0.0 12.000 0.0 H.3 4.36 0.0133 0.0 23.000 0.307 Vel = 2.40 H.3 0.0 0.862 Uel 11.0 9.000 17.631 to 150.0 Utr 2.0 14.000 0.0 H.1 4.36 0.0134 0.0 23.000 0.308 Vel = 2.40 H.1 0.0 0.862 Utr 2.0 11.000 17.939 to 150.0 0.0 2.000 0.0 H.8 4.36 0.0134 0.0 13.000 0.174 Vel = 2.40 H.8 0.0 0.862 Uel 11.0 7.000 18.113 to 150.0 0.0 12.000 0.0 H.12 4.36 0.0134 0.0 19.000 0.255 Vel = 2.40 H.12 0.0 0.862 Utr 2.0 9.000 18.368 to 150.0 0.0 2.000 0.0 H.13 4.36 0.0134 0.0 11.000 0.147 Vel = 2.40 H.13 0.0 0.862 0.0 2.000 18.515 to 150.0 0.0 0.0 0.0 T.36 4.36 0.0135 0.0 2.000 0.027 Vel = 2.40 0.0 4.36 18.542 K Factor = 1.01 T.38 2.86 0.862 Utr 2.0 1.000 11.072 to 150.0 0.0 2.000 0.0 H.18 2.86 0.0060 0.0 3.000 0.018 Vel = 1.57 H.18 0.0 0.862 Uel 11.0 16.000 11.090 to 150.0 0.0 12.000 0.0 H.22 2.86 0.0061 0.0 28.000 0.172 Vel = 1.57 H.22 0.0 0.862 Uel 11.0 9.000 11.262 to 150.0 0.0 12.000 0.0 H.25 2.86 0.0061 0.0 21.000 0.129 Vel = 1.57 H.25 0.0 0.862 Uel 11.0 20.000 11.391 to 150.0 0.0 12.000 0.0 H.30 2.86 0.0062 0.0 32.000 0.197 Vel = 1.57 H.30 0.0 0.862 Utr 2.0 11.000 11.588 to 150.0 0.0 2.000 0.0 H.31 2.86 0.0062 0.0 13.000 0.080 Vel = 1.57 H.31 0.0 0.862 0.0 5.000 11.668 to 150.0 0.0 0.0 0.0 T.45 2.86 0.0060 0.0 5.000 0.030 Vel = 1.57 0.0 2.86 11.698 K Factor = 0.84 T.42 0.68 0.862 Utr 2.0 8.000 11.375 to 150.0 0.0 2.000 0.0 H.27 0.68 0.0004 0.0 10.000 0.004 Vel = 0.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc.-EP Page 9 SELECT HOMES - Two Head Calculation (H.4 & H.7) Date 9/9/2016 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.27 0.0 0.862 0.0 3.000 11.379 to 150.0 0.0 0.0 0.0 T.43 0.68 0.0007 0.0 3.000 0.002 Vel = 0.37 T.43 0.0 0.862 Utr 2.0 8.000 11.381 to 150.0 0.0 2.000 0.0 H.23 0.68 0.0004 0.0 10.000 0.004 Vel = 0.37 H.23 0.0 0.862 Utr 2.0 4.000 11.385 to 150.0 0.0 2.000 0.0 T.41 0.68 0.0005 0.0 6.000 0.003 Vel = 0.37 0.0 0.68 11.388 K Factor = 0.20 T.40 2.97 0.862 Utr 2.0 21.000 16.534 to 150.0 0.0 2.000 0.0 T.44 2.97 0.0066 0.0 23.000 0.151 Vel = 1.63 T.44 0.0 0.862 0.0 9.000 16.685 to 150.0 0.0 0.0 0.0 H.32 2.97 0.0067 0.0 9.000 0.060 Vel = 1.63 H.32 0.0 0.862 Utr 2.0 13.000 16.745 to 150.0 0.0 2.000 0.0 H.28 2.97 0.0066 0.0 15.000 0.099 Vel = 1.63 H.28 0.0 0.862 Utr 2.0 14.000 16.844 to 150.0 0.0 2.000 0.0 H.24 2.97 0.0066 0.0 16.000 0.105 Vel = 1.63 H.24 0.0 0.862 Utr 2.0 12.000 16.949 to 150.0 0.0 2.000 0.0 T.39 2.97 0.0066 0.0 14.000 0.093 Vel = 1.63 0.0 2.97 17.042 K Factor = 0.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087