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REVIEWED FIR FIR2021-0093+Calculations+8.11.2021_11.04.10_AM+2350961
DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name SELECT HOMES PLAN 3110 GL - One Head Calculation (H.11) Drawing RESIDENTIAL Location EDMONDS WA Remote Area 1 Contract 191127-08 Data File 191127-08 Select Homes Plan 3110 GL.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 SELECT HOMES PLAN 3110 GL - One Head Calculation (H.11) Date 11/27/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES PLAN 3110 GL Location - EDMONDS WA Building - RESIDENTIAL Contractor - ADVANCED PLUMBING Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 11-27-2019 System No. - 1 Contract No. - 191127-08 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 41.76 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 PLAN 3110 GL - One Head Calculation (H.11) Page 2 Date 11 /27/2019 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 41.759 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 58.087 150 140 130 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 PLAN 3110 GL - One Head Calculation (H.11) Fitting Legend Abbrev. Name Page 3 Date 11 /27/2019 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. Page 4 SELECT HOMES PLAN 3110 GL - One Head Calculation (H.11) Date 11/27/2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 100.0 20 500.0 99.847 17.0 41.759 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.11 116.0 4.9 12.03 T.38 116.0 12.67 H.17 116.0 13.02 T.41 116.0 13.52 T.40 108.0 17.92 H.25 108.0 18.05 H.30 108.0 18.17 H.22 108.0 18.53 H.20 108.0 19.05 T.42 108.0 19.21 T.43 108.0 19.65 S.1 104.0 22.28 PRV 100.0 31.24 MTR 100.0 39.34 STIR 100.0 41.76 HA 116.0 12.42 T.32 116.0 12.5 H.5 116.0 12.71 H.9 116.0 13.07 H.2 116.0 13.7 H.3 116.0 13.99 H.10 116.0 14.25 T.35 116.0 14.38 T.37 116.0 14.59 T.34 108.0 18.47 H.19 108.0 18.94 H.24 108.0 19.17 H.23 116.0 13.66 H.26 116.0 13.9 H.13 116.0 14.15 T.39 116.0 14.31 T.33 108.0 17.96 H.7 108.0 18.01 H.1 108.0 18.29 H.6 108.0 18.43 H.14 116.0 14.37 H.27 116.0 14.46 H.31 116.0 14.54 H.29 116.0 14.66 H.28 116.0 14.73 T.44 116.0 14.76 H.18 108.0 17.93 17.0 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 SELECT HOMES PLAN 3110 GL - One Head Calculation (H.11) Date 11/27/2019 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.36 108.0 17.93 H.12 108.0 17.94 H.8 108.0 17.95 H.15 116.0 14.62 H.16 116.0 14.66 H.21 116.0 14.7 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 PLAN 3110 GL - One Head Calculation (H.11) Date 11/27/2019 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.11 116 4.90 10.74 1 Utr 2.0 7.000 150 12.030 to 0.0 2.000 0.0 T.38 116 10.74 0.862 0.0 9.000 0.0709 0.638 Vel = 5.90 T.38 116 0.0 1 Utr 2.0 3.000 150 12.668 to 0.0 2.000 0.0 H.17 116 10.74 0.862 0.0 5.000 0.0710 0.355 Vel = 5.90 H.17 116 0.0 1 Utr 2.0 5.000 150 13.023 to 0.0 2.000 0.0 T.41 116 10.74 0.862 0.0 7.000 0.0710 0.497 Vel = 5.90 T.41 116 -5.39 1 2Utb 34.0 20.000 150 13.520 to 0.0 28.000 3.465 T.40 108 5.35 0.862 0.0 48.000 0.0195 0.936 Vel = 2.94 T.40 108 -1.01 1 Utr 2.0 8.000 150 17.921 to 0.0 2.000 0.0 H.25 108 4.34 0.862 0.0 10.000 0.0133 0.133 Vel = 2.39 H.25 108 0.0 1 0.0 9.000 150 18.054 to 0.0 0.0 0.0 H.30 108 4.34 0.862 0.0 9.000 0.0133 0.120 Vel = 2.39 H.30 108 0.0 1 Utr 2.0 25.000 150 18.174 to 0.0 2.000 0.0 H.22 108 4.34 0.862 0.0 27.000 0.0133 0.358 Vel = 2.39 H.22 108 0.0 1 Uel 11.0 25.000 150 18.532 to Utr 2.0 14.000 0.0 H.20 108 4.34 0.862 0.0 39.000 0.0133 0.518 Vel = 2.39 H.20 108 0.0 1 Utr 2.0 10.000 150 19.050 to 0.0 2.000 0.0 T.42 108 4.34 0.862 0.0 12.000 0.0132 0.159 Vel = 2.39 T.42 108 5.68 1 Utr 2.0 5.000 150 19.209 to 0.0 2.000 0.0 T.43 108 10.02 0.862 0.0 7.000 0.0624 0.437 Vel = 5.51 T.43 108 6.98 1.25 T 2.44 12.000 150 19.646 to 0.0 2.440 1.732 S.1 104 17.0 1.054 0.0 14.440 0.0623 0.900 Vel = 6.25 S.1 104 0.0 1.5 2E 3.443 5.000 150 22.278 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 17.0 1.244 0.0 8.443 0.0277 0.234 Vel = 4.49 PRV 100 0.0 1.5 2E 3.443 180.000 150 31.244 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 39.340 to T 5.841 9.345 0.0 STIR 100 17.0 0.995 G 1.168 29.345 0.0824 2.419 Vel = 7.01 0.0 STIR 17.00 41.759 K Factor = 2.63 H.11 116 6.26 1 Utr 2.0 13.000 150 12.030 to 0.0 2.000 0.0 HA 116 6.26 0.862 0.0 15.000 0.0261 0.391 Vel = 3.44 HA 116 0.0 1 Utr 2.0 1.000 150 12.421 to 0.0 2.000 0.0 T.32 116 6.26 0.862 0.0 3.000 0.0263 0.079 Vel = 3.44 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 PLAN 3110 GL - One Head Calculation (H.11) Date 11/27/2019 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.32 116 0.0 1 Utr 2.0 6.000 150 12.500 to 0.0 2.000 0.0 H.5 116 6.26 0.862 0.0 8.000 0.0260 0.208 Vel = 3.44 H.5 116 0.0 1 0.0 14.000 150 12.708 to 0.0 0.0 0.0 H.9 116 6.26 0.862 0.0 14.000 0.0261 0.366 Vel = 3.44 H.9 116 0.0 1 Utr 2.0 22.000 150 13.074 to 0.0 2.000 0.0 H.2 116 6.26 0.862 0.0 24.000 0.0261 0.626 Vel = 3.44 H.2 116 0.0 1 Utr 2.0 9.000 150 13.700 to 0.0 2.000 0.0 H.3 116 6.26 0.862 0.0 11.000 0.0261 0.287 Vel = 3.44 H.3 116 0.0 1 Utr 2.0 8.000 150 13.987 to 0.0 2.000 0.0 H.10 116 6.26 0.862 0.0 10.000 0.0261 0.261 Vel = 3.44 H.10 116 0.0 1 Utr 2.0 3.000 150 14.248 to 0.0 2.000 0.0 T.35 116 6.26 0.862 0.0 5.000 0.0260 0.130 Vel = 3.44 T.35 116 0.0 1 Utr 2.0 6.000 150 14.378 to 0.0 2.000 0.0 T.37 116 6.26 0.862 0.0 8.000 0.0261 0.209 Vel = 3.44 T.37 116 -2.61 1 2Utb 34.0 15.000 150 14.587 to 0.0 28.000 3.465 T.34 108 3.65 0.862 0.0 43.000 0.0096 0.414 Vel = 2.01 T.34 108 3.32 1 Utr 2.0 13.000 150 18.466 to 0.0 2.000 0.0 H.19 108 6.97 0.862 0.0 15.000 0.0319 0.478 Vel = 3.83 H.19 108 0.0 1 Utr 2.0 5.000 150 18.944 to 0.0 2.000 0.0 H.24 108 6.97 0.862 0.0 7.000 0.0320 0.224 Vel = 3.83 H.24 108 0.0 1 Utb 17.0 1.000 150 19.168 to 0.0 14.000 0.0 T.43 108 6.97 0.862 0.0 15.000 0.0319 0.478 Vel = 3.83 0.0 T.43 6.97 19.646 K Factor = 1.57 T.41 116 5.39 1 Utr 2.0 5.000 150 13.520 to 0.0 2.000 0.0 H.23 116 5.39 0.862 0.0 7.000 0.0197 0.138 Vel = 2.96 H.23 116 0.0 1 0.0 12.000 150 13.658 to 0.0 0.0 0.0 H.26 116 5.39 0.862 0.0 12.000 0.0198 0.238 Vel = 2.96 H.26 116 0.0 1 Utr 2.0 11.000 150 13.896 to 0.0 2.000 0.0 H.13 116 5.39 0.862 0.0 13.000 0.0198 0.258 Vel = 2.96 H.13 116 0.0 1 Utr 2.0 6.000 150 14.154 to 0.0 2.000 0.0 T.39 116 5.39 0.862 0.0 8.000 0.0199 0.159 Vel = 2.96 T.39 116 -3.07 1 2Utb 34.0 15.000 150 14.313 to 0.0 28.000 3.465 T.33 108 2.32 0.862 0.0 43.000 0.0041 0.178 Vel = 1.28 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 PLAN 3110 GL - One Head Calculation (H.11) Date 11/27/2019 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.33 108 1.00 1 0.0 7.000 150 17.956 to 0.0 0.0 0.0 H.7 108 3.32 0.862 0.0 7.000 0.0081 0.057 Vel = 1.83 H.7 108 0.0 1 Utr 2.0 32.000 150 18.013 to 0.0 2.000 0.0 H.1 108 3.32 0.862 0.0 34.000 0.0081 0.275 Vel = 1.83 H.1 108 0.0 1 Utr 2.0 16.000 150 18.288 to 0.0 2.000 0.0 H.6 108 3.32 0.862 0.0 18.000 0.0081 0.146 Vel = 1.83 H.6 108 0.0 1 Utr 2.0 2.000 150 18.434 to 0.0 2.000 0.0 T.34 108 3.32 0.862 0.0 4.000 0.0080 0.032 Vel = 1.83 T.34 T.39 116 to H.14 116 H.14 116 to H.27 116 H.27 116 to H.31 116 H.31 116 to H.29 116 0.0 3.32 3.08 1 Utr 2.0 6.000 0.0 2.000 3.08 0.862 0.0 8.000 0.0 1 Utr 2.0 11.000 0.0 2.000 3.08 0.862 0.0 13.000 0.0 1 Utr 2.0 10.000 0.0 2.000 3.08 0.862 0.0 12.000 0.0 1 0.0 16.000 0.0 0.0 3.08 0.862 0.0 16.000 18.466 K Factor = 0.77 150 14.313 0.0 0.0070 0.056 Vel = 1.69 150 14.369 0.0 0.0070 0.091 Vel = 1.69 150 14.460 0.0 0.0070 0.084 Vel = 1.69 150 14.544 0.0 0.0071 0.113 Vel = 1.69 H.29 116 0.0 1 Utr 2.0 9.000 150 14.657 to 0.0 2.000 0.0 H.28 116 3.08 0.862 0.0 11.000 0.0070 0.077 Vel = 1.69 H.28 116 0.0 1 Utr 2.0 2.000 150 14.734 to 0.0 2.000 0.0 T.44 116 3.08 0.862 0.0 4.000 0.0070 0.028 Vel = 1.69 T.44 116 to T.42 T.40 108 to H.18 108 H.18 108 to T.36 108 2.60 1 2Utb 34.0 17.000 0.0 28.000 5.68 0.862 0.0 45.000 0.0 5.68 1.01 1 Utr 2.0 4.000 0.0 2.000 1.01 0.862 0.0 6.000 0.0 1 Utr 2.0 6.000 0.0 2.000 1.01 0.862 0.0 8.000 150 14.762 3.465 0.0218 0.982 Vel = 3.12 19.209 K Factor = 1.30 150 17.921 0.0 0.0010 0.006 Vel = 0.56 150 17.927 0.0 0.0009 0.007 Vel = 0.56 T.36 108 0.0 1 Utr 2.0 3.000 150 17.934 to 0.0 2.000 0.0 H.12 108 1.01 0.862 0.0 5.000 0.0008 0.004 Vel = 0.56 H.12 108 0.0 1 Utr 2.0 13.000 150 17.938 to 0.0 2.000 0.0 H.8 108 1.01 0.862 0.0 15.000 0.0009 0.014 Vel = 0.56 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 PLAN 3110 GL - One Head Calculation (H.11) Date 11/27/2019 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.8 108 0.0 1 Utr 2.0 3.000 150 17.952 to 0.0 2.000 0.0 T.33 108 1.01 0.862 0.0 5.000 0.0008 0.004 Vel = 0.56 0.0 T.33 1.01 17.956 K Factor = 0.24 T.37 116 to H.15 116 H.15 116 to H.16 116 H.16 116 to H.21 116 H.21 116 to T.44 116 T.44 2.60 1 Utr 2.0 5.000 0.0 2.000 2.6 0.862 0.0 7.000 0.0 1 Utr 2.0 5.000 0.0 2.000 2.6 0.862 0.0 7.000 0.0 1 Utr 2.0 6.000 0.0 2.000 2.6 0.862 0.0 8.000 0.0 1 Utr 2.0 10.000 0.0 2.000 2.6 0.862 0.0 12.000 0.0 2.60 150 14.587 0.0 0.0051 0.036 Vel = 1.43 150 14.623 0.0 0.0051 0.036 Vel = 1.43 150 14.659 0.0 0.0051 0.041 Vel = 1.43 150 14.700 0.0 0.0052 0.062 Vel = 1.43 14.762 K Factor = 0.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name SELECT HOMES PLAN 3110 GL - Two Head Calculation (H.9 & H.2) Drawing RESIDENTIAL Location EDMONDS WA Remote Area 1 Contract 191127-08 Data File 191127-08 Select Homes Plan 3110 GL.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 SELECT HOMES PLAN 3110 GL - Two Head Calculation (H.9 & H.2) Date 11/27/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES PLAN 3110 GL Location - EDMONDS WA Building - RESIDENTIAL Contractor - ADVANCED PLUMBING Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 11-27-2019 System No. - 1 Contract No. - 191127-08 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 26.0635 Psi Required 51.98 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 100 Elev. R Residual (Psi) - 20 Other Flow (Gpm) - 500 S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A-PEX Design Services Inc. SELECT HOMES PLAN 3110 GL - Two Head Calculation (H.9 & H.2) Page 2 Date 11 /27/2019 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.064 C2 - Residual Flow 500 D2 - System Pressure 51.978 Hose ( Demand ) D3 - System Demand : 26.064 Safety Margin 47.683 150 140 130 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 PLAN 3110 GL - Two Head Calculation (H.9 & H.2) Fitting Legend Abbrev. Name Page 3 Date 11 /27/2019 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. Page 4 SELECT HOMES PLAN 3110 GL - Two Head Calculation (H.9 & H.2) Date 11/27/2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 100.0 20 500.0 99.661 26.06 51.978 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 116.0 4.9 7.04 13.0 H.5 116.0 8.1 T.32 116.0 8.71 HA 116.0 8.94 H.11 116.0 10.08 T.38 116.0 10.76 H.17 116.0 11.14 T.41 116.0 11.67 T.40 108.0 16.24 H.25 108.0 16.47 H.30 108.0 16.68 H.22 108.0 17.31 H.20 108.0 18.23 T.42 108.0 18.51 T.43 108.0 19.44 S.1 104.0 23.15 PRV 100.0 32.4 MTR 100.0 46.64 STIR 100.0 51.98 H.2 116.0 4.9 7.11 13.06 H.3 116.0 8.54 H.10 116.0 9.84 T.35 116.0 10.5 T.37 116.0 11.54 T.34 108.0 16.7 H.19 108.0 17.81 H.24 108.0 18.33 H.15 116.0 11.77 H.16 116.0 12.0 H.21 116.0 12.26 T.44 116.0 12.66 H.23 116.0 11.8 H.26 116.0 12.04 H.13 116.0 12.29 T.39 116.0 12.44 T.33 108.0 16.24 H.7 108.0 16.29 H.1 108.0 16.54 H.6 108.0 16.67 H.14 116.0 12.47 H.27 116.0 12.51 H.31 116.0 12.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 SELECT HOMES PLAN 3110 GL - Two Head Calculation (H.9 & H.2) Date 11/27/2019 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.29 116.0 12.61 H.28 116.0 12.64 H.8 108.0 16.24 H.12 108.0 16.24 T.36 108.0 16.24 H.18 108.0 16.24 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 PLAN 3110 GL - Two Head Calculation (H.9 & H.2) Date 11/27/2019 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.9 116 4.90 11.14 1 0.0 14.000 150 7.040 to 0.0 0.0 0.0 H.5 116 11.14 0.862 0.0 14.000 0.0759 1.063 Vel = 6.12 H.5 116 0.0 1 Utr 2.0 6.000 150 8.103 to 0.0 2.000 0.0 T.32 116 11.14 0.862 0.0 8.000 0.0759 0.607 Vel = 6.12 T.32 116 0.0 1 Utr 2.0 1.000 150 8.710 to 0.0 2.000 0.0 HA 116 11.14 0.862 0.0 3.000 0.0760 0.228 Vel = 6.12 HA 116 0.0 1 Utr 2.0 13.000 150 8.938 to 0.0 2.000 0.0 H.11 116 11.14 0.862 0.0 15.000 0.0759 1.138 Vel = 6.12 H.11 116 0.0 1 Utr 2.0 7.000 150 10.076 to 0.0 2.000 0.0 T.38 116 11.14 0.862 0.0 9.000 0.0759 0.683 Vel = 6.12 T.38 116 0.0 1 Utr 2.0 3.000 150 10.759 to 0.0 2.000 0.0 H.17 116 11.14 0.862 0.0 5.000 0.0760 0.380 Vel = 6.12 HA 116 0.0 1 Utr 2.0 5.000 150 11.139 to 0.0 2.000 0.0 T.41 116 11.14 0.862 0.0 7.000 0.0759 0.531 Vel = 6.12 T.41 116 -5.31 1 2Utb 34.0 20.000 150 11.670 to 0.0 28.000 3.465 T.40 108 5.83 0.862 0.0 48.000 0.0229 1.101 Vel = 3.21 T.40 108 0.07 1 Utr 2.0 8.000 150 16.236 to 0.0 2.000 0.0 H.25 108 5.9 0.862 0.0 10.000 0.0234 0.234 Vel = 3.24 H.25 108 0.0 1 0.0 9.000 150 16.470 to 0.0 0.0 0.0 H.30 108 5.9 0.862 0.0 9.000 0.0234 0.211 Vel = 3.24 H.30 108 0.0 1 Utr 2.0 25.000 150 16.681 to 0.0 2.000 0.0 H.22 108 5.9 0.862 0.0 27.000 0.0234 0.632 Vel = 3.24 H.22 108 0.0 1 Uel 11.0 25.000 150 17.313 to Utr 2.0 14.000 0.0 H.20 108 5.9 0.862 0.0 39.000 0.0234 0.914 Vel = 3.24 H.20 108 0.0 1 Utr 2.0 10.000 150 18.227 to 0.0 2.000 0.0 T.42 108 5.9 0.862 0.0 12.000 0.0234 0.281 Vel = 3.24 T.42 108 9.18 1 Utr 2.0 5.000 150 18.508 to 0.0 2.000 0.0 T.43 108 15.08 0.862 0.0 7.000 0.1329 0.930 Vel = 8.29 T.43 108 10.98 1.25 T 2.44 12.000 150 19.438 to 0.0 2.440 1.732 S.1 104 26.06 1.054 0.0 14.440 0.1373 1.983 Vel = 9.58 S.1 104 0.0 1.5 2E 3.443 5.000 150 23.153 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 26.06 1.244 0.0 8.443 0.0614 0.518 Vel = 6.88 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 PLAN 3110 GL - Two Head Calculation (H.9 & H.2) Date 11/27/2019 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 PRV 100 0.0 1.5 2E 3.443 180.000 150 32.403 to 0.0 3.443 3.000 * * Fixed Loss = 3 MTR 100 26.06 1.244 0.0 183.443 0.0613 11.240 Vel = 6.88 MTR 100 0.0 1 E 2.336 20.000 150 46.643 to T 5.841 9.345 0.0 STIR 100 26.06 0.995 G 1.168 29.345 0.1818 5.335 Vel = 10.75 0.0 STIR 26.06 51.978 K Factor = 3.61 H.9 116 1.86 1 Utr 2.0 22.000 150 7.040 to 0.0 2.000 0.0 H.2 116 1.86 0.862 0.0 24.000 0.0028 0.066 Vel = 1.02 H.2 116 4.90 13.06 1 Utr 2.0 9.000 150 7.106 to 0.0 2.000 0.0 H.3 116 14.92 0.862 0.0 11.000 0.1304 1.434 Vel = 8.20 H.3 116 0.0 1 Utr 2.0 8.000 150 8.540 to 0.0 2.000 0.0 H.10 116 14.92 0.862 0.0 10.000 0.1303 1.303 Vel = 8.20 H.10 116 0.0 1 Utr 2.0 3.000 150 9.843 to 0.0 2.000 0.0 T.35 116 14.92 0.862 0.0 5.000 0.1304 0.652 Vel = 8.20 T.35 116 0.0 1 Utr 2.0 6.000 150 10.495 to 0.0 2.000 0.0 T.37 116 14.92 0.862 0.0 8.000 0.1304 1.043 Vel = 8.20 T.37 116 -7.09 1 2Utb 34.0 15.000 150 11.538 to 0.0 28.000 3.465 T.34 108 7.83 0.862 0.0 43.000 0.0395 1.697 Vel = 4.30 T.34 108 3.16 1 Utr 2.0 13.000 150 16.700 to 0.0 2.000 0.0 H.19 108 10.99 0.862 0.0 15.000 0.0740 1.110 Vel = 6.04 H.19 108 0.0 1 Utr 2.0 5.000 150 17.810 to 0.0 2.000 0.0 H.24 108 10.99 0.862 0.0 7.000 0.0740 0.518 Vel = 6.04 H.24 108 0.0 1 Utb 17.0 1.000 150 18.328 to 0.0 14.000 0.0 T.43 108 10.99 0.862 0.0 15.000 0.0740 1.110 Vel = 6.04 0.0 T.43 10.99 19.438 K Factor = 2.49 T.37 116 7.10 1 Utr 2.0 5.000 150 11.538 to 0.0 2.000 0.0 H.15 116 7.1 0.862 0.0 7.000 0.0329 0.230 Vel = 3.90 H.15 116 0.0 1 Utr 2.0 5.000 150 11.768 to 0.0 2.000 0.0 H.16 116 7.1 0.862 0.0 7.000 0.0330 0.231 Vel = 3.90 H.16 116 0.0 1 Utr 2.0 6.000 150 11.999 to 0.0 2.000 0.0 H.21 116 7.1 0.862 0.0 8.000 0.0330 0.264 Vel = 3.90 H.21 116 0.0 1 Utr 2.0 10.000 150 12.263 to 0.0 2.000 0.0 T.44 116 7.1 0.862 0.0 12.000 0.0329 0.395 Vel = 3.90 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 PLAN 3110 GL - Two Head Calculation (H.9 & H.2) Date 11/27/2019 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.44 116 2.08 1 2Utb 34.0 17.000 150 12.658 to 0.0 28.000 3.465 T.42 108 9.18 0.862 0.0 45.000 0.0530 2.385 Vel = 5.05 0.0 T.42 9.18 18.508 K Factor = 2.13 T.41 116 5.31 1 Utr 2.0 5.000 150 11.670 to 0.0 2.000 0.0 H.23 116 5.31 0.862 0.0 7.000 0.0193 0.135 Vel = 2.92 H.23 116 0.0 1 0.0 12.000 150 11.805 to 0.0 0.0 0.0 H.26 116 5.31 0.862 0.0 12.000 0.0192 0.231 Vel = 2.92 H.26 116 0.0 1 Utr 2.0 11.000 150 12.036 to 0.0 2.000 0.0 H.13 116 5.31 0.862 0.0 13.000 0.0192 0.250 Vel = 2.92 H.13 116 0.0 1 Utr 2.0 6.000 150 12.286 to 0.0 2.000 0.0 T.39 116 5.31 0.862 0.0 8.000 0.0192 0.154 Vel = 2.92 T.39 116 -2.08 1 2Utb 34.0 15.000 150 12.440 to 0.0 28.000 3.465 T.33 108 3.23 0.862 0.0 43.000 0.0077 0.330 Vel = 1.78 T.33 108 -0.07 1 0.0 7.000 150 16.235 to 0.0 0.0 0.0 H.7 108 3.16 0.862 0.0 7.000 0.0074 0.052 Vel = 1.74 H.7 108 0.0 1 Utr 2.0 32.000 150 16.287 to 0.0 2.000 0.0 H.1 108 3.16 0.862 0.0 34.000 0.0074 0.251 Vel = 1.74 H.1 108 0.0 1 Utr 2.0 16.000 150 16.538 to 0.0 2.000 0.0 H.6 108 3.16 0.862 0.0 18.000 0.0074 0.133 Vel = 1.74 H.6 108 0.0 1 Utr 2.0 2.000 150 16.671 to 0.0 2.000 0.0 T.34 108 3.16 0.862 0.0 4.000 0.0072 0.029 Vel = 1.74 0.0 T.34 3.16 16.700 K Factor = 0.77 T.39 116 2.08 1 Utr 2.0 6.000 150 12.440 to 0.0 2.000 0.0 H.14 116 2.08 0.862 0.0 8.000 0.0035 0.028 Vel = 1.14 H.14 116 0.0 1 Utr 2.0 11.000 150 12.468 to 0.0 2.000 0.0 H.27 116 2.08 0.862 0.0 13.000 0.0034 0.044 Vel = 1.14 H.27 116 0.0 1 Utr 2.0 10.000 150 12.512 to 0.0 2.000 0.0 H.31 116 2.08 0.862 0.0 12.000 0.0034 0.041 Vel = 1.14 H.31 116 0.0 1 0.0 16.000 150 12.553 to 0.0 0.0 0.0 H.29 116 2.08 0.862 0.0 16.000 0.0034 0.054 Vel = 1.14 H.29 116 0.0 1 Utr 2.0 9.000 150 12.607 to 0.0 2.000 0.0 H.28 116 2.08 0.862 0.0 11.000 0.0034 0.037 Vel = 1.14 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 PLAN 3110 GL - Two Head Calculation (H.9 & H.2) Date 11/27/2019 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.28 116 0.0 1 Utr 2.0 2.000 to 0.0 2.000 T.44 116 2.08 0.862 0.0 4.000 150 12.644 0.0 0.0035 0.014 Vel = 1.14 0.0 T.44 2.08 12.658 K Factor = 0.58 T.33 108 0.07 1 Utr 2.0 3.000 150 16.235 to 0.0 2.000 0.0 H.8 108 0.07 0.862 0.0 5.000 0 0.0 Vel = 0.04 H.8 108 0.0 1 Utr 2.0 13.000 150 16.235 to 0.0 2.000 0.0 H.12 108 0.07 0.862 0.0 15.000 0 0.0 Vel = 0.04 H.12 108 0.0 1 Utr 2.0 3.000 150 16.235 to 0.0 2.000 0.0 T.36 108 0.07 0.862 0.0 5.000 0.0002 0.001 Vel = 0.04 T.36 108 0.0 1 Utr 2.0 6.000 150 16.236 to 0.0 2.000 0.0 H.18 108 0.07 0.862 0.0 8.000 0 0.0 Vel = 0.04 H.18 108 0.0 1 Utr 2.0 4.000 150 16.236 to 0.0 2.000 0.0 T.40 108 0.07 0.862 0.0 6.000 0 0.0 Vel = 0.04 0.0 T.40 0.07 16.236 K Factor = 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087