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FIR2020-0105+Calculations+12.1.2020_9.31.48_AMRECEIVED FIR2020-0105 ----------------------------- �Yllllq�q �� �w l�xs'71fA1Rdle R raiwiS/ ?mCfhr 8¢nis xv limp Amoo GN SERA �1 f A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name PARMENTER HOMES - One Head Calculation (H.22) Drawing RESIDENTIAL Location 1001 OLYMPIC AVE EDMONDS WA Remote Area 1 Contract 201111-22 Data File 201111-22 Parmenter Homes 1001 Olympic Ave.wx1 Dec 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 PARMENTER HOMES - One Head Calculation (H.22) Date 11/11/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - PARMENTER HOMES Location - EDMONDS WA Building - RESIDENTIAL Contractor - ARROW FIRE Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 11-11-2020 System No. - 1 Contract No. - 201111-22 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 - 108 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 36.99 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. PARMENTER HOMES - One Head Calculation (H.22) Page 2 Date 11 /11 /2020 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 3.465 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 36.995 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 62.852 150 140 130 P 120 R 110 C1 E 100 S 90 S 80 U 70 R 60 E 50 nq 40 30 20 10 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. PARMENTER HOMES - One Head Calculation (H.22) Fitting Legend Abbrev. Name Page 3 Date 11 /11 /2020 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 PARMENTER HOMES - One Head Calculation (H.22) Date 11/11/2020 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 36.995 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.22 108.0 4.9 12.03 H.18 108.0 13.44 H.16 108.0 15.55 H.15 108.0 18.08 H.23 108.0 20.75 H.29 108.0 22.72 T.46 108.0 23.42 T.49 108.0 24.42 S.1 104.0 26.42 MTR 100.0 34.58 STIR 100.0 36.99 T.42 108.0 12.54 H.10 108.0 14.78 T.38 108.0 21.64 T.39 116.0 19.12 H.9 116.0 19.28 H.21 116.0 19.38 H.24 116.0 19.55 H.19 116.0 19.66 H.20 116.0 19.79 T.45 116.0 19.91 H.6 108.0 21.88 H.5 108.0 22.08 T.36 108.0 22.41 HA 108.0 22.7 H.14 108.0 22.86 T.41 108.0 23.08 H.26 108.0 23.5 H.25 108.0 23.63 H.27 108.0 23.72 T.47 108.0 23.86 H.32 108.0 23.94 T.48 108.0 24.3 T.37 116.0 19.21 H.2 116.0 19.25 H.11 116.0 19.36 H.12 116.0 19.52 T.40 116.0 19.61 H.8 116.0 19.64 H.3 116.0 19.72 H.7 116.0 19.79 H.13 116.0 19.91 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 PARMENTER HOMES - One Head Calculation (H.22) Date 11/11/2020 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.17 116.0 19.99 T.43 116.0 20.07 H.28 116.0 20.17 T.44 116.0 20.21 H.31 116.0 19.93 H.34 116.0 20.01 H.35 116.0 20.07 H.33 116.0 20.12 H.30 116.0 20.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 PARMENTER HOMES - One Head Calculation (H.22) Date 11/11/2020 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.22 8.04 0.671 Utr 2.0 8.000 12.030 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.18 8.04 0.1406 0.0 10.000 1.406 Vel = 7.29 H.18 0.0 0.671 Utr 2.0 13.000 13.436 to 150.0 0.0 2.000 0.0 H.16 8.04 0.1407 0.0 15.000 2.110 Vel = 7.29 H.16 0.0 0.671 Utr 2.0 16.000 15.546 to 150.0 0.0 2.000 0.0 H.15 8.04 0.1406 0.0 18.000 2.531 Vel = 7.29 H.15 0.0 0.671 Utr 2.0 17.000 18.077 to 150.0 0.0 2.000 0.0 H.23 8.04 0.1406 0.0 19.000 2.671 Vel = 7.29 H.23 0.0 0.671 Utr 2.0 12.000 20.748 to 150.0 0.0 2.000 0.0 H.29 8.04 0.1406 0.0 14.000 1.969 Vel = 7.29 H.29 0.0 0.671 Utr 2.0 3.000 22.717 to 150.0 0.0 2.000 0.0 T.46 8.04 0.1406 0.0 5.000 0.703 Vel = 7.29 T.46 1.10 0.862 Utb 17.0 5.000 23.420 to 150.0 0.0 14.000 0.0 T.49 9.14 0.0526 0.0 19.000 1.000 Vel = 5.02 T.49 7.86 1.244 T 3.443 6.000 24.420 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0279 0.0 9.443 0.263 Vel = 4.49 S.1 0.0 1.244 2E 3.443 120.000 26.415 to 150.0 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 17.0 0.0278 0.0 123.443 3.429 Vel = 4.49 MTR 0.0 0.995 E 2.336 20.000 34.576 to 150.0 T 5.841 9.345 0.0 STIR 17.0 0.0824 G 1.168 29.345 2.419 Vel = 7.01 0.0 17.00 36.995 K Factor = 2.79 H.22 8.95 0.671 0.0 3.000 12.030 to 150.0 0.0 0.0 0.0 T.42 8.95 0.1717 0.0 3.000 0.515 Vel = 8.12 T.42 0.0 0.671 Utr 2.0 11.000 12.545 to 150.0 0.0 2.000 0.0 H.10 8.95 0.1716 0.0 13.000 2.231 Vel = 8.12 H.10 0.0 0.671 Utb 17.0 21.000 14.776 to 150.0 Utr 2.0 19.000 0.0 T.38 8.95 0.1716 0.0 40.000 6.863 Vel = 8.12 T.38 -2.02 0.862 Utb 17.0 16.000 21.639 to 150.0 0.0 14.000 -3.465 T.39 6.93 0.0315 0.0 30.000 0.946 Vel = 3.81 T.39 -3.57 0.862 Utr 2.0 17.000 19.120 to 150.0 0.0 2.000 0.0 H.9 3.36 0.0083 0.0 19.000 0.157 Vel = 1.85 H.9 0.0 0.862 Utr 2.0 10.000 19.277 to 150.0 0.0 2.000 0.0 H.21 3.36 0.0082 0.0 12.000 0.099 Vel = 1.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 PARMENTER HOMES - One Head Calculation (H.22) Date 11/11/2020 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.21 0.0 0.862 Utr 2.0 19.000 19.376 to 150.0 0.0 2.000 0.0 H.24 3.36 0.0082 0.0 21.000 0.173 Vel = 1.85 H.24 0.0 0.862 0.0 14.000 19.549 to 150.0 0.0 0.0 0.0 H.19 3.36 0.0083 0.0 14.000 0.116 Vel = 1.85 H.19 0.0 0.862 Utr 2.0 13.000 19.665 to 150.0 0.0 2.000 0.0 H.20 3.36 0.0083 0.0 15.000 0.124 Vel = 1.85 H.20 0.0 0.862 Utr 2.0 13.000 19.789 to 150.0 0.0 2.000 0.0 T.45 3.36 0.0082 0.0 15.000 0.123 Vel = 1.85 T.45 -2.26 0.862 2Utb 34.0 13.000 19.912 to 150.0 0.0 28.000 3.465 T.46 1.1 0.0010 0.0 41.000 0.043 Vel = 0.60 0.0 1.10 23.420 K Factor = 0.23 T.38 2.03 0.671 Utb 17.0 5.000 21.639 to 150.0 0.0 17.000 0.0 H.6 2.03 0.0110 0.0 22.000 0.242 Vel = 1.84 H.6 0.0 0.671 Utr 2.0 16.000 21.881 to 150.0 0.0 2.000 0.0 H.5 2.03 0.0109 0.0 18.000 0.197 Vel = 1.84 H.5 0.0 0.671 Utb 17.0 13.000 22.078 to 150.0 0.0 17.000 0.0 T.36 2.03 0.0110 0.0 30.000 0.330 Vel = 1.84 T.36 0.0 0.671 Utb 17.0 8.000 22.408 to 150.0 Utr 2.0 19.000 0.0 H.4 2.03 0.0110 0.0 27.000 0.296 Vel = 1.84 H.4 0.0 0.671 Utr 2.0 12.000 22.704 to 150.0 0.0 2.000 0.0 H.14 2.03 0.0110 0.0 14.000 0.154 Vel = 1.84 H.14 0.0 0.671 Utb 17.0 3.000 22.858 to 150.0 0.0 17.000 0.0 T.41 2.03 0.0110 0.0 20.000 0.220 Vel = 1.84 T.41 0.30 0.671 Utb 17.0 11.000 23.078 to 150.0 Utr 2.0 19.000 0.0 H.26 2.33 0.0142 0.0 30.000 0.426 Vel = 2.11 H.26 0.0 0.671 Utr 2.0 7.000 23.504 to 150.0 0.0 2.000 0.0 H.25 2.33 0.0142 0.0 9.000 0.128 Vel = 2.11 H.25 0.0 0.671 Utr 2.0 4.000 23.632 to 150.0 0.0 2.000 0.0 H.27 2.33 0.0143 0.0 6.000 0.086 Vel = 2.11 H.27 0.0 0.671 Utr 2.0 8.000 23.718 to 150.0 0.0 2.000 0.0 T.47 2.33 0.0142 0.0 10.000 0.142 Vel = 2.11 T.47 0.0 0.671 Utr 2.0 4.000 23.860 to 150.0 0.0 2.000 0.0 H.32 2.33 0.0142 0.0 6.000 0.085 Vel = 2.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 PARMENTER HOMES - One Head Calculation (H.22) Date 11/11/2020 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.32 0.0 0.671 Utb 17.0 8.000 23.945 to 150.0 0.0 17.000 0.0 T.48 2.33 0.0142 0.0 25.000 0.356 Vel = 2.11 T.48 5.53 0.862 Utr 2.0 1.000 24.301 to 150.0 0.0 2.000 0.0 T.49 7.86 0.0397 0.0 3.000 0.119 Vel = 4.32 0.0 7.86 24.420 K Factor = 1.59 T.39 3.57 0.862 Utr 2.0 8.000 19.120 to 150.0 0.0 2.000 0.0 T.37 3.57 0.0092 0.0 10.000 0.092 Vel = 1.96 T.37 0.0 0.862 Utr 2.0 2.000 19.212 to 150.0 0.0 2.000 0.0 H.2 3.57 0.0092 0.0 4.000 0.037 Vel = 1.96 H.2 0.0 0.862 Utr 2.0 10.000 19.249 to 150.0 0.0 2.000 0.0 H.11 3.57 0.0092 0.0 12.000 0.111 Vel = 1.96 H.11 0.0 0.862 0.0 17.000 19.360 to 150.0 0.0 0.0 0.0 H.12 3.57 0.0093 0.0 17.000 0.158 Vel = 1.96 H.12 0.0 0.862 Utr 2.0 8.000 19.518 to 150.0 0.0 2.000 0.0 T.40 3.57 0.0092 0.0 10.000 0.092 Vel = 1.96 T.40 -0.30 0.862 Utr 2.0 2.000 19.610 to 150.0 0.0 2.000 0.0 H.8 3.27 0.0078 0.0 4.000 0.031 Vel = 1.80 H.8 0.0 0.862 Utr 2.0 8.000 19.641 to 150.0 0.0 2.000 0.0 H.3 3.27 0.0079 0.0 10.000 0.079 Vel = 1.80 H.3 0.0 0.862 Utr 2.0 7.000 19.720 to 150.0 0.0 2.000 0.0 H.7 3.27 0.0078 0.0 9.000 0.070 Vel = 1.80 H.7 0.0 0.862 Utr 2.0 13.000 19.790 to 150.0 0.0 2.000 0.0 H.13 3.27 0.0079 0.0 15.000 0.118 Vel = 1.80 H.13 0.0 0.862 Utr 2.0 9.000 19.908 to 150.0 0.0 2.000 0.0 H.17 3.27 0.0078 0.0 11.000 0.086 Vel = 1.80 H.17 0.0 0.862 Utr 2.0 7.000 19.994 to 150.0 0.0 2.000 0.0 T.43 3.27 0.0079 0.0 9.000 0.071 Vel = 1.80 T.43 0.0 0.862 Utr 2.0 11.000 20.065 to 150.0 0.0 2.000 0.0 H.28 3.27 0.0078 0.0 13.000 0.102 Vel = 1.80 H.28 0.0 0.862 Utr 2.0 4.000 20.167 to 150.0 0.0 2.000 0.0 T.44 3.27 0.0078 0.0 6.000 0.047 Vel = 1.80 T.44 2.25 0.862 Utr 2.0 14.000 20.214 to 150.0 Utb 17.0 16.000 3.465 T.48 5.52 0.0207 0.0 30.000 0.622 Vel = 3.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 PARMENTER HOMES - One Head Calculation (H.22) Date 11/11/2020 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 5.52 24.301 K Factor = 1.12 T.40 0.30 0.862 Utb 17.0 16.000 19.610 to 150.0 0.0 14.000 3.465 T.41 0.3 0.0001 0.0 30.000 0.003 Vel = 0.16 0.0 0.30 23.078 K Factor = 0.06 T.45 2.26 0.862 Utr 2.0 2.000 19.912 to 150.0 0.0 2.000 0.0 H.31 2.26 0.0040 0.0 4.000 0.016 Vel = 1.24 H.31 0.0 0.862 Utr 2.0 19.000 19.928 to 150.0 0.0 2.000 0.0 H.34 2.26 0.0040 0.0 21.000 0.084 Vel = 1.24 H.34 0.0 0.862 0.0 15.000 20.012 to 150.0 0.0 0.0 0.0 H.35 2.26 0.0039 0.0 15.000 0.059 Vel = 1.24 H.35 0.0 0.862 Utr 2.0 10.000 20.071 to 150.0 0.0 2.000 0.0 H.33 2.26 0.0040 0.0 12.000 0.048 Vel = 1.24 H.33 0.0 0.862 Utr 2.0 14.000 20.119 to 150.0 0.0 2.000 0.0 H.30 2.26 0.0039 0.0 16.000 0.063 Vel = 1.24 H.30 0.0 0.862 Utr 2.0 6.000 20.182 to 150.0 0.0 2.000 0.0 T.44 2.26 0.0040 0.0 8.000 0.032 Vel = 1.24 0.0 2.26 20.214 K Factor = 0.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ----------------------------- y� B�IIM.:kiatClLi'i° Ct! i`IEItIM�1/" i■ M111Ei�'i 3!�"�'t4�= ifF'lrlllR �MXi'i7fA�#o A000 DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name PARMENTER HOMES -Two Head Calculation (H.18 & H.16) Drawing RESIDENTIAL Location 1001 OLYMPIC AVE EDMONDS WA Remote Area 1 Contract 201111-22 Data File 201111-22 Parmenter Homes 1001 Olympic Ave.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. PARMENTER HOMES - Two Head Calculation (H.18 & H.16) HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 11/11/2020 Name - PARMENTER HOMES Date - 11-11-2020 Location - EDMONDS WA Building - RESIDENTIAL System No. - 1 Contractor - ARROW FIRE Contract No. - 201111-22 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 - 108 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.0453 Psi Required 51.51 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. PARMENTER HOMES - Two Head Calculation (H.18 & H.16) Page 2 Date 11 /11 /2020 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 3.465 C2 - Residual Pressure: 20 D2 - System Flow : 26.045 C2 - Residual Flow 500 D2 - System Pressure 51.511 Hose ( Demand ) D3 - System Demand : 26.045 Safety Margin 48.151 150 140 130 P 120 R 110 C1 E 100 S 90 S 80 U 70 R 60 D2 E 50 40 30 20 10 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. PARMENTER HOMES - Two Head Calculation (H.18 & H.16) Fitting Legend Abbrev. Name Page 3 Date 11 /11 /2020 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 PARMENTER HOMES - Two Head Calculation (H.18 & H.16) Date 11/11/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 100.0 20 500.0 99.662 26.05 51.511 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.18 108.0 4.9 7.04 13.0 H.22 108.0 9.98 T.42 108.0 10.86 H.10 108.0 14.68 T.38 108.0 26.44 T.39 116.0 24.58 H.9 116.0 24.82 H.21 116.0 24.97 H.24 116.0 25.23 H.19 116.0 25.4 H.20 116.0 25.59 T.45 116.0 25.78 H.31 116.0 25.82 H.34 116.0 26.04 H.35 116.0 26.2 H.33 116.0 26.32 H.30 116.0 26.49 T.44 116.0 26.57 T.48 108.0 31.34 T.49 108.0 31.59 S.1 104.0 33.9 MTR 100.0 46.18 STIR 100.0 51.51 H.16 108.0 4.9 7.09 13.04 H.15 108.0 14.21 H.23 108.0 21.73 H.29 108.0 27.27 T.46 108.0 29.25 H.6 108.0 26.86 H.5 108.0 27.21 T.36 108.0 27.79 HA 108.0 28.32 H.14 108.0 28.59 T.41 108.0 28.98 H.26 108.0 29.8 H.25 108.0 30.05 H.27 108.0 30.21 T.47 108.0 30.49 H.32 108.0 30.65 T.37 116.0 24.75 H.2 116.0 24.82 H.11 116.0 25.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 PARMENTER HOMES - Two Head Calculation (H.18 & H.16) Date 11/11/2020 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 116.0 25.33 T.40 116.0 25.5 H.8 116.0 25.56 H.3 116.0 25.7 H.7 116.0 25.82 H.13 116.0 26.03 H.17 116.0 26.18 T.43 116.0 26.31 H.28 116.0 26.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 PARMENTER HOMES - Two Head Calculation (H.18 & H.16) Date 11/11/2020 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.18 11.98 0.671 Utr 2.0 8.000 7.040 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.22 11.98 0.2939 0.0 10.000 2.939 Vel = 10.87 H.22 0.0 0.671 0.0 3.000 9.979 to 150.0 0.0 0.0 0.0 T.42 11.98 0.2940 0.0 3.000 0.882 Vel = 10.87 T.42 0.0 0.671 Utr 2.0 11.000 10.861 to 150.0 0.0 2.000 0.0 H.10 11.98 0.2939 0.0 13.000 3.821 Vel = 10.87 H.10 0.0 0.671 Utb 17.0 21.000 14.682 to 150.0 Utr 2.0 19.000 0.0 T.38 11.98 0.2939 0.0 40.000 11.756 Vel = 10.87 T.38 -2.76 0.862 Utb 17.0 16.000 26.438 to 150.0 0.0 14.000 -3.465 T.39 9.22 0.0535 0.0 30.000 1.606 Vel = 5.07 T.39 -5.02 0.862 Utr 2.0 17.000 24.579 to 150.0 0.0 2.000 0.0 H.9 4.2 0.0125 0.0 19.000 0.237 Vel = 2.31 H.9 0.0 0.862 Utr 2.0 10.000 24.816 to 150.0 0.0 2.000 0.0 H.21 4.2 0.0125 0.0 12.000 0.150 Vel = 2.31 H.21 0.0 0.862 Utr 2.0 19.000 24.966 to 150.0 0.0 2.000 0.0 H.24 4.2 0.0125 0.0 21.000 0.263 Vel = 2.31 H.24 0.0 0.862 0.0 14.000 25.229 to 150.0 0.0 0.0 0.0 H.19 4.2 0.0125 0.0 14.000 0.175 Vel = 2.31 H.19 0.0 0.862 Utr 2.0 13.000 25.404 to 150.0 0.0 2.000 0.0 H.20 4.2 0.0125 0.0 15.000 0.187 Vel = 2.31 H.20 0.0 0.862 Utr 2.0 13.000 25.591 to 150.0 0.0 2.000 0.0 T.45 4.2 0.0125 0.0 15.000 0.187 Vel = 2.31 T.45 -0.39 0.862 Utr 2.0 2.000 25.778 to 150.0 0.0 2.000 0.0 H.31 3.81 0.0105 0.0 4.000 0.042 Vel = 2.09 H.31 0.0 0.862 Utr 2.0 19.000 25.820 to 150.0 0.0 2.000 0.0 H.34 3.81 0.0104 0.0 21.000 0.218 Vel = 2.09 H.34 0.0 0.862 0.0 15.000 26.038 to 150.0 0.0 0.0 0.0 H.35 3.81 0.0105 0.0 15.000 0.157 Vel = 2.09 H.35 0.0 0.862 Utr 2.0 10.000 26.195 to 150.0 0.0 2.000 0.0 H.33 3.81 0.0104 0.0 12.000 0.125 Vel = 2.09 H.33 0.0 0.862 Utr 2.0 14.000 26.320 to 150.0 0.0 2.000 0.0 H.30 3.81 0.0104 0.0 16.000 0.166 Vel = 2.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 PARMENTER HOMES - Two Head Calculation (H.18 & H.16) Date 11/11/2020 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.30 0.0 0.862 Utr 2.0 6.000 26.486 to 150.0 0.0 2.000 0.0 T.44 3.81 0.0105 0.0 8.000 0.084 Vel = 2.09 T.44 4.44 0.862 Utr 2.0 14.000 26.570 to 150.0 Utb 17.0 16.000 3.465 T.48 8.25 0.0436 0.0 30.000 1.307 Vel = 4.54 T.48 3.33 0.862 Utr 2.0 1.000 31.342 to 150.0 0.0 2.000 0.0 T.49 11.58 0.0813 0.0 3.000 0.244 Vel = 6.37 T.49 14.46 1.244 T 3.443 6.000 31.586 to 150.0 0.0 3.443 1.732 S.1 26.04 0.0612 0.0 9.443 0.578 Vel = 6.87 S.1 0.0 1.244 2E 3.443 120.000 33.896 to 150.0 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 26.04 0.0612 0.0 123.443 7.555 Vel = 6.87 MTR 0.0 0.995 E 2.336 20.000 46.183 to 150.0 T 5.841 9.345 0.0 STIR 26.04 0.1816 G 1.168 29.345 5.328 Vel = 10.74 0.0 26.04 51.511 K Factor = 3.63 H.18 1.02 0.671 Utr 2.0 13.000 7.040 to 150.0 0.0 2.000 0.0 H.16 1.02 0.0031 0.0 15.000 0.047 Vel = 0.93 H.16 13.05 0.671 Utr 2.0 16.000 7.087 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.15 14.07 0.3957 0.0 18.000 7.123 Vel = 12.77 H.15 0.0 0.671 Utr 2.0 17.000 14.210 to 150.0 0.0 2.000 0.0 H.23 14.07 0.3958 0.0 19.000 7.520 Vel = 12.77 H.23 0.0 0.671 Utr 2.0 12.000 21.730 to 150.0 0.0 2.000 0.0 H.29 14.07 0.3958 0.0 14.000 5.541 Vel = 12.77 H.29 0.0 0.671 Utr 2.0 3.000 27.271 to 150.0 0.0 2.000 0.0 T.46 14.07 0.3958 0.0 5.000 1.979 Vel = 12.77 T.46 0.39 0.862 Utb 17.0 5.000 29.250 to 150.0 0.0 14.000 0.0 T.49 14.46 0.1229 0.0 19.000 2.336 Vel = 7.95 0.0 14.46 31.586 K Factor = 2.57 T.38 2.75 0.671 Utb 17.0 5.000 26.438 to 150.0 0.0 17.000 0.0 H.6 2.75 0.0194 0.0 22.000 0.426 Vel = 2.50 H.6 0.0 0.671 Utr 2.0 16.000 26.864 to 150.0 0.0 2.000 0.0 H.5 2.75 0.0194 0.0 18.000 0.349 Vel = 2.50 H.5 0.0 0.671 Utb 17.0 13.000 27.213 to 150.0 0.0 17.000 0.0 T.36 2.75 0.0194 0.0 30.000 0.581 Vel = 2.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 PARMENTER HOMES - Two Head Calculation (H.18 & H.16) Date 11/11/2020 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.36 0.0 0.671 Utb 17.0 8.000 27.794 to 150.0 Utr 2.0 19.000 0.0 H.4 2.75 0.0193 0.0 27.000 0.522 Vel = 2.50 H.4 0.0 0.671 Utr 2.0 12.000 28.316 to 150.0 0.0 2.000 0.0 H.14 2.75 0.0194 0.0 14.000 0.272 Vel = 2.50 H.14 0.0 0.671 Utb 17.0 3.000 28.588 to 150.0 0.0 17.000 0.0 T.41 2.75 0.0194 0.0 20.000 0.387 Vel = 2.50 T.41 0.58 0.671 Utb 17.0 11.000 28.975 to 150.0 Utr 2.0 19.000 0.0 H.26 3.33 0.0275 0.0 30.000 0.825 Vel = 3.02 H.26 0.0 0.671 Utr 2.0 7.000 29.800 to 150.0 0.0 2.000 0.0 H.25 3.33 0.0276 0.0 9.000 0.248 Vel = 3.02 H.25 0.0 0.671 Utr 2.0 4.000 30.048 to 150.0 0.0 2.000 0.0 H.27 3.33 0.0275 0.0 6.000 0.165 Vel = 3.02 H.27 0.0 0.671 Utr 2.0 8.000 30.213 to 150.0 0.0 2.000 0.0 T.47 3.33 0.0275 0.0 10.000 0.275 Vel = 3.02 T.47 0.0 0.671 Utr 2.0 4.000 30.488 to 150.0 0.0 2.000 0.0 H.32 3.33 0.0277 0.0 6.000 0.166 Vel = 3.02 H.32 0.0 0.671 Utb 17.0 8.000 30.654 to 150.0 0.0 17.000 0.0 T.48 3.33 0.0275 0.0 25.000 0.688 Vel = 3.02 0.0 3.33 31.342 K Factor = 0.59 T.39 5.02 0.862 Utr 2.0 8.000 24.579 to 150.0 0.0 2.000 0.0 T.37 5.02 0.0174 0.0 10.000 0.174 Vel = 2.76 T.37 0.0 0.862 Utr 2.0 2.000 24.753 to 150.0 0.0 2.000 0.0 H.2 5.02 0.0173 0.0 4.000 0.069 Vel = 2.76 H.2 0.0 0.862 Utr 2.0 10.000 24.822 to 150.0 0.0 2.000 0.0 H.11 5.02 0.0174 0.0 12.000 0.209 Vel = 2.76 H.11 0.0 0.862 0.0 17.000 25.031 to 150.0 0.0 0.0 0.0 H.12 5.02 0.0174 0.0 17.000 0.296 Vel = 2.76 H.12 0.0 0.862 Utr 2.0 8.000 25.327 to 150.0 0.0 2.000 0.0 T.40 5.02 0.0174 0.0 10.000 0.174 Vel = 2.76 T.40 -0.57 0.862 Utr 2.0 2.000 25.501 to 150.0 0.0 2.000 0.0 H.8 4.45 0.0138 0.0 4.000 0.055 Vel = 2.45 H.8 0.0 0.862 Utr 2.0 8.000 25.556 to 150.0 0.0 2.000 0.0 H.3 4.45 0.0139 0.0 10.000 0.139 Vel = 2.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 PARMENTER HOMES - Two Head Calculation (H.18 & H.16) Date 11/11/2020 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.3 0.0 0.862 Utr 2.0 7.000 25.695 to 150.0 0.0 2.000 0.0 H.7 4.45 0.0139 0.0 9.000 0.125 Vel = 2.45 H.7 0.0 0.862 Utr 2.0 13.000 25.820 to 150.0 0.0 2.000 0.0 H.13 4.45 0.0139 0.0 15.000 0.208 Vel = 2.45 H.13 0.0 0.862 Utr 2.0 9.000 26.028 to 150.0 0.0 2.000 0.0 H.17 4.45 0.0139 0.0 11.000 0.153 Vel = 2.45 H.17 0.0 0.862 Utr 2.0 7.000 26.181 to 150.0 0.0 2.000 0.0 T.43 4.45 0.0139 0.0 9.000 0.125 Vel = 2.45 T.43 0.0 0.862 Utr 2.0 11.000 26.306 to 150.0 0.0 2.000 0.0 H.28 4.45 0.0138 0.0 13.000 0.180 Vel = 2.45 H.28 0.0 0.862 Utr 2.0 4.000 26.486 to 150.0 0.0 2.000 0.0 T.44 4.45 0.0140 0.0 6.000 0.084 Vel = 2.45 0.0 4.45 26.570 K Factor = 0.86 T.40 0.58 0.862 Utb 17.0 16.000 25.501 to 150.0 0.0 14.000 3.465 T.41 0.58 0.0003 0.0 30.000 0.009 Vel = 0.32 0.0 0.58 28.975 K Factor = 0.11 T.45 0.39 0.862 2Utb 34.0 13.000 25.778 to 150.0 0.0 28.000 3.465 T.46 0.39 0.0002 0.0 41.000 0.007 Vel = 0.21 0.0 0.39 29.250 K Factor = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087