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REVIEWED FIR FIR2022-0012+Calculations+2.8.2022_3.21.30_PM+2669398RECEIVED Feb 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FI R2022-0012 REVIEWED WASHINGTON STATE � ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS a i Brent Allen Besancon 2409-05 1-A Level i � NW Custom Plumbing, LL �i NWCUSCP861 C �i i 6� /S�*� EXPIRES I�Ri1:111� Q,-31!22 ; BY CITY OF EDMONDS ANOW DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name HOY RESIDENCE - One Head Calculation (H.9) Drawing RESIDENTIAL Location 8051 184TH ST SW EDMONDS WA 98026 Remote Area 1 Contract 220207-01 Data File 220207-01 Hoy Residence.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. HOY RESIDENCE - One Head Calculation (H.9) HYDRAULIC DESIGN INFORMATION SHEET Name - HOY RESIDENCE Location - EDMONDS WA 98026 Page 1 Date 2/7/2022 Date - 02-07-2022 Building - RESIDENTIAL System No. - 1 Contractor - NORTHWEST CUSTOM PLUMBING Contract No. - 220207-01 Calculated By - LIBBY BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12.03Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model LL-RFC49 I Elevation at Highest Outlet - 116 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 32.16 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) - 65 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. HOY RESIDENCE - One Head Calculation (H.9) Page 2 Date 2/7/2022 City Water Supply: Demand: C1 - Static Pressure 65 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 32.156 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 32.758 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 D2 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. HOY RESIDENCE - One Head Calculation (H.9) Fitting Legend Abbrev. Name Page 3 Date 2/7/2022 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 HOY RESIDENCE - One Head Calculation (H.9) Date 2/7/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 65.0 20 500.0 64.914 17.0 32.156 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.9 116.0 4.9 12.03 H.3 116.0 12.64 T.38 116.0 13.14 T.46 108.0 17.65 T.45 108.0 17.73 T.44 108.0 17.8 T.48 108.0 20.82 S.1 104.0 22.93 MTR 100.0 29.74 STR 100.0 32.16 H.10 116.0 12.6 T.40 116.0 13.18 H.1 116.0 13.16 H.2 116.0 13.21 H.7 116.0 13.29 H.6 116.0 13.32 T.42 116.0 13.33 T.43 108.0 17.73 H.11 108.0 17.78 H.17 108.0 18.2 T.51 108.0 18.31 H.24 116.0 14.94 H.25 116.0 14.97 H.31 116.0 15.01 H.30 116.0 15.04 T.53 108.0 18.58 H.33 108.0 18.82 H.34 108.0 19.01 T.54 108.0 19.03 H.35 108.0 19.18 H.36 108.0 19.3 H.37 108.0 19.44 H.32 108.0 19.73 H.29 108.0 19.88 H.26 108.0 20.07 H.21 108.0 20.33 T.52 108.0 20.46 H.15 108.0 20.6 H.5 116.0 13.28 T.41 116.0 13.29 HA 108.0 17.74 T.39 108.0 17.75 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 HOY RESIDENCE - One Head Calculation (H.9) Date 2/7/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.18 108.0 18.33 H.20 108.0 18.4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 HOY RESIDENCE - One Head Calculation (H.9) Date 2/7/2022 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 7.42 1 Utr 2.0 15.000 150 12.030 to 0.0 2.000 0.0 H.3 116 7.42 0.862 0.0 17.000 0.0358 0.609 Vel = 4.08 H.3 116 0.0 1 Utr 2.0 12.000 150 12.639 to 0.0 2.000 0.0 T.38 116 7.42 0.862 0.0 14.000 0.0358 0.501 Vel = 4.08 T.38 116 -1.81 1 2Utb 34.0 21.000 150 13.140 to 0.0 28.000 3.465 T.46 108 5.61 0.862 0.0 49.000 0.0213 1.044 Vel = 3.08 T.46 108 0.0 1.5 Utr 2.0 20.000 150 17.649 to 0.0 2.000 0.0 T.45 108 5.61 1.244 0.0 22.000 0.0036 0.079 Vel = 1.48 T.45 108 5.93 1.5 0.0 5.000 150 17.728 to 0.0 0.0 0.0 T.44 108 11.54 1.244 0.0 5.000 0.0136 0.068 Vel = 3.05 T.44 108 1.23 1 2Utb 34.0 3.000 150 17.796 to 0.0 28.000 0.0 T.48 108 12.77 0.862 0.0 31.000 0.0977 3.029 Vel = 7.02 T.48 108 4.23 1.5 T 3.443 10.000 150 20.825 to 0.0 3.443 1.732 S.1 104 17.0 1.244 0.0 13.443 0.0278 0.374 Vel = 4.49 S.1 104 0.0 1.5 2E 12.089 250.000 150 22.931 to 0.0 12.088 4.732 * * Fixed Loss = 3 MTR 100 17.0 1.61 0.0 262.088 0.0079 2.074 Vel = 2.68 MTR 100 0.0 1 E 2.336 20.000 150 29.737 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 32.156 K Factor = 3.00 H.9 116 9.57 1 0.0 10.000 150 12.030 to 0.0 0.0 0.0 H.10 116 9.57 0.862 0.0 10.000 0.0573 0.573 Vel = 5.26 H.10 116 0.0 1 Utr 2.0 8.000 150 12.603 to 0.0 2.000 0.0 T.40 116 9.57 0.862 0.0 10.000 0.0574 0.574 Vel = 5.26 T.40 116 -3.64 1 2Utb 34.0 18.000 150 13.177 to 0.0 28.000 3.465 T.45 108 5.93 0.862 0.0 46.000 0.0236 1.086 Vel = 3.26 0.0 T.45 5.93 17.728 K Factor = 1.41 T.38 116 1.81 1 Utr 2.0 7.000 150 13.140 to 0.0 2.000 0.0 H.1 116 1.81 0.862 0.0 9.000 0.0027 0.024 Vel = 1.00 H.1 116 0.0 1 Utr 2.0 16.000 150 13.164 to 0.0 2.000 0.0 H.2 116 1.81 0.862 0.0 18.000 0.0026 0.047 Vel = 1.00 H.2 116 0.0 1 Utr 2.0 27.000 150 13.211 to 0.0 2.000 0.0 H.7 116 1.81 0.862 0.0 29.000 0.0027 0.077 Vel = 1.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 HOY RESIDENCE - One Head Calculation (H.9) Date 2/7/2022 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.7 116 0.0 1 Utr 2.0 9.000 150 13.288 to 0.0 2.000 0.0 H.6 116 1.81 0.862 0.0 11.000 0.0026 0.029 Vel = 1.00 H.6 116 0.0 1 Utr 2.0 3.000 150 13.317 to 0.0 2.000 0.0 T.42 116 1.81 0.862 0.0 5.000 0.0026 0.013 Vel = 1.00 T.42 116 3.65 1 2Utb 34.0 18.000 150 13.330 to 0.0 28.000 3.465 T.43 108 5.46 0.862 0.0 46.000 0.0203 0.933 Vel = 3.00 T.43 108 -1.24 1 Utr 2.0 2.000 150 17.728 to 0.0 2.000 0.0 H.11 108 4.22 0.862 0.0 4.000 0.0127 0.051 Vel = 2.32 HA 1 108 0.0 1 Utr 2.0 31.000 150 17.779 to 0.0 2.000 0.0 H.17 108 4.22 0.862 0.0 33.000 0.0126 0.416 Vel = 2.32 H.17 108 0.0 1 Utr 2.0 7.000 150 18.195 to 0.0 2.000 0.0 T.51 108 4.22 0.862 0.0 9.000 0.0126 0.113 Vel = 2.32 T.51 108 -2.51 1 Utb 17.0 26.000 150 18.308 to Utr 2.0 16.000 -3.465 H.24 116 1.71 0.862 0.0 42.000 0.0024 0.100 Vel = 0.94 H.24 116 0.0 1 Utr 2.0 9.000 150 14.943 to 0.0 2.000 0.0 H.25 116 1.71 0.862 0.0 11.000 0.0024 0.026 Vel = 0.94 H.25 116 0.0 1 Utr 2.0 17.000 150 14.969 to 0.0 2.000 0.0 H.31 116 1.71 0.862 0.0 19.000 0.0024 0.045 Vel = 0.94 H.31 116 0.0 1 Utr 2.0 9.000 150 15.014 to 0.0 2.000 0.0 H.30 116 1.71 0.862 0.0 11.000 0.0024 0.026 Vel = 0.94 H.30 116 0.0 1 Utb 17.0 18.000 150 15.040 to 0.0 14.000 3.465 T.53 108 1.71 0.862 0.0 32.000 0.0023 0.075 Vel = 0.94 T.53 108 2.51 1 Utr 2.0 17.000 150 18.580 to 0.0 2.000 0.0 H.33 108 4.22 0.862 0.0 19.000 0.0126 0.239 Vel = 2.32 H.33 108 0.0 1 Utr 2.0 13.000 150 18.819 to 0.0 2.000 0.0 H.34 108 4.22 0.862 0.0 15.000 0.0127 0.190 Vel = 2.32 H.34 108 0.0 1 0.0 2.000 150 19.009 to 0.0 0.0 0.0 T.54 108 4.22 0.862 0.0 2.000 0.0125 0.025 Vel = 2.32 T.54 108 0.0 1 Utr 2.0 10.000 150 19.034 to 0.0 2.000 0.0 H.35 108 4.22 0.862 0.0 12.000 0.0126 0.151 Vel = 2.32 H.35 108 0.0 1 0.0 9.000 150 19.185 to 0.0 0.0 0.0 H.36 108 4.22 0.862 0.0 9.000 0.0127 0.114 Vel = 2.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 HOY RESIDENCE - One Head Calculation (H.9) Date 2/7/2022 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.36 108 0.0 1 Utr 2.0 9.000 150 19.299 to 0.0 2.000 0.0 H.37 108 4.22 0.862 0.0 11.000 0.0126 0.139 Vel = 2.32 H.37 108 0.0 1 Utr 2.0 21.000 150 19.438 to 0.0 2.000 0.0 H.32 108 4.22 0.862 0.0 23.000 0.0126 0.290 Vel = 2.32 H.32 108 0.0 1 Utr 2.0 10.000 150 19.728 to 0.0 2.000 0.0 H.29 108 4.22 0.862 0.0 12.000 0.0126 0.151 Vel = 2.32 H.29 108 0.0 1 Utr 2.0 13.000 150 19.879 to 0.0 2.000 0.0 H.26 108 4.22 0.862 0.0 15.000 0.0126 0.189 Vel = 2.32 H.26 108 0.0 1 Utr 2.0 19.000 150 20.068 to 0.0 2.000 0.0 H.21 108 4.22 0.862 0.0 21.000 0.0126 0.265 Vel = 2.32 H.21 108 0.0 1 Utr 2.0 8.000 150 20.333 to 0.0 2.000 0.0 T.52 108 4.22 0.862 0.0 10.000 0.0127 0.127 Vel = 2.32 T.52 108 0.0 1 Utr 2.0 9.000 150 20.460 to 0.0 2.000 0.0 H.15 108 4.22 0.862 0.0 11.000 0.0125 0.138 Vel = 2.32 H.15 108 0.0 1 Utb 17.0 2.000 150 20.598 to Utr 2.0 16.000 0.0 T.48 108 4.22 0.862 0.0 18.000 0.0126 0.227 Vel = 2.32 0.0 T.48 4.22 20.825 K Factor = 0.92 T.40 116 3.64 1 Utr 2.0 9.000 150 13.177 to 0.0 2.000 0.0 H.5 116 3.64 0.862 0.0 11.000 0.0095 0.105 Vel = 2.00 H.5 116 0.0 1 0.0 1.000 150 13.282 to 0.0 0.0 0.0 T.41 116 3.64 0.862 0.0 1.000 0.0100 0.010 Vel = 2.00 T.41 116 0.0 1 Utr 2.0 2.000 150 13.292 to 0.0 2.000 0.0 T.42 116 3.64 0.862 0.0 4.000 0.0095 0.038 Vel = 2.00 0.0 T.42 3.64 13.330 K Factor = 1.00 T.43 108 1.24 1 Utr 2.0 8.000 150 17.728 to 0.0 2.000 0.0 HA 108 1.24 0.862 0.0 10.000 0.0013 0.013 Vel = 0.68 HA 108 0.0 1 Utr 2.0 3.000 150 17.741 to 0.0 2.000 0.0 T.39 108 1.24 0.862 0.0 5.000 0.0014 0.007 Vel = 0.68 T.39 108 0.0 1 Utb 17.0 23.000 150 17.748 to 0.0 14.000 0.0 T.44 108 1.24 0.862 0.0 37.000 0.0013 0.048 Vel = 0.68 0.0 T.44 1.24 17.796 K Factor = 0.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 HOY RESIDENCE - One Head Calculation (H.9) Date 2/7/2022 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.51 108 2.52 1 Utr 2.0 2.000 150 18.308 to 0.0 2.000 0.0 H.18 108 2.52 0.862 0.0 4.000 0.0050 0.020 Vel = 1.39 H.18 108 0.0 1 Utr 2.0 13.000 150 18.328 to 0.0 2.000 0.0 H.20 108 2.52 0.862 0.0 15.000 0.0048 0.072 Vel = 1.39 H.20 108 0.0 1 Utr 2.0 35.000 150 18.400 to 0.0 2.000 0.0 T.53 108 2.52 0.862 0.0 37.000 0.0049 0.180 Vel = 1.39 0.0 T.53 2.52 18.580 K Factor = 0.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WASHINGTON STATE C19RTIFICATE OF COMPETENCY ■ FIRM: PROTECTION SPRINKLER SYSTEMS � i Brent Allen Besancon 2409-05 1-A Level i NW Custom Plumbing, LL w� NWCUSCP861C lag EXPIRES ■ 11�Ri#�11� 12+31.22 Now DESIGN SERA �1 f A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name HOY RESIDENCE - Two Head Calculation (H.25 & H.24) Drawing RESIDENTIAL Location 8051 184TH ST SW EDMONDS WA 98026 Remote Area 1 Contract 220207-01 Data File 220207-01 Hoy Residence.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 HOY RESIDENCE - Two Head Calculation (H.25 & H.24) Date 2/7/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - HOY RESIDENCE Location - EDMONDS WA 98026 Date - 02-07-2022 Building - RESIDENTIAL System No. - 1 Contractor - NORTHWEST CUSTOM PLUMBING Contract No. - 220207-01 Calculated By - LIBBY BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model LL-RFC49 I Elevation at Highest Outlet - 116 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.0183 Psi Required 45.47 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) - 65 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. HOY RESIDENCE - Two Head Calculation (H.25 & H.24) Page 2 Date 2/7/2022 City Water Supply: Demand: C1 - Static Pressure 65 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.018 C2 - Residual Flow 500 D2 - System Pressure 45.472 Hose ( Demand ) D3 - System Demand : 26.018 Safety Margin 19.338 150 140 130 P 120 R 110 E 100 S 90 S 80 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 ) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. HOY RESIDENCE - Two Head Calculation (H.25 & H.24) Fitting Legend Abbrev. Name Page 3 Date 2/7/2022 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 HOY RESIDENCE - Two Head Calculation (H.25 & H.24) Date 2/7/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 65.0 20 500.0 64.81 26.02 45.472 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.25 116.0 4.9 7.04 13.0 H.31 116.0 8.6 H.30 116.0 9.51 T.53 108.0 15.6 H.33 108.0 16.96 H.34 108.0 18.03 T.54 108.0 18.17 H.35 108.0 19.03 H.36 108.0 19.67 H.37 108.0 20.46 H.32 108.0 22.1 H.29 108.0 22.96 H.26 108.0 24.03 H.21 108.0 25.52 T.52 108.0 26.24 H.15 108.0 27.02 T.48 108.0 28.31 S.1 104.0 30.86 MTR 100.0 40.15 STR 100.0 45.47 H .24 116.0 4.9 7.06 13.02 T.51 108.0 15.64 H.17 108.0 16.86 H.11 108.0 21.33 T.43 108.0 21.87 T.42 116.0 19.9 T.41 116.0 19.96 H.5 116.0 19.98 T.40 116.0 20.15 T.45 108.0 24.08 T.44 108.0 24.11 H.20 108.0 15.63 H.18 108.0 15.64 HA 108.0 22.3 T.39 108.0 22.52 H.6 116.0 19.92 H.7 116.0 19.97 H.2 116.0 20.09 H.1 116.0 20.16 T.38 116.0 20.2 T.46 108.0 24.05 H.10 116.0 20.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 HOY RESIDENCE - Two Head Calculation (H.25 & H.24) Date 2/7/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node H.9 116.0 20.17 H.3 116.0 20.18 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 HOY RESIDENCE - Two Head Calculation (H.25 & H.24) Date 2/7/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.25 116 4.90 11.63 1 Utr 2.0 17.000 150 7.040 to 0.0 2.000 0.0 H.31 116 11.63 0.862 0.0 19.000 0.0822 1.562 Vel = 6.39 H.31 116 0.0 1 Utr 2.0 9.000 150 8.602 to 0.0 2.000 0.0 H.30 116 11.63 0.862 0.0 11.000 0.0822 0.904 Vel = 6.39 H.30 116 0.0 1 Utb 17.0 18.000 150 9.506 to 0.0 14.000 3.465 T.53 108 11.63 0.862 0.0 32.000 0.0822 2.630 Vel = 6.39 T.53 108 -0.85 1 Utr 2.0 17.000 150 15.601 to 0.0 2.000 0.0 H.33 108 10.78 0.862 0.0 19.000 0.0714 1.357 Vel = 5.93 H.33 108 0.0 1 Utr 2.0 13.000 150 16.958 to 0.0 2.000 0.0 H.34 108 10.78 0.862 0.0 15.000 0.0714 1.071 Vel = 5.93 H.34 108 0.0 1 0.0 2.000 150 18.029 to 0.0 0.0 0.0 T.54 108 10.78 0.862 0.0 2.000 0.0715 0.143 Vel = 5.93 T.54 108 0.0 1 Utr 2.0 10.000 150 18.172 to 0.0 2.000 0.0 H.35 108 10.78 0.862 0.0 12.000 0.0713 0.856 Vel = 5.93 H.35 108 0.0 1 0.0 9.000 150 19.028 to 0.0 0.0 0.0 H.36 108 10.78 0.862 0.0 9.000 0.0714 0.643 Vel = 5.93 H.36 108 0.0 1 Utr 2.0 9.000 150 19.671 to 0.0 2.000 0.0 H.37 108 10.78 0.862 0.0 11.000 0.0714 0.785 Vel = 5.93 H.37 108 0.0 1 Utr 2.0 21.000 150 20.456 to 0.0 2.000 0.0 H.32 108 10.78 0.862 0.0 23.000 0.0714 1.642 Vel = 5.93 H.32 108 0.0 1 Utr 2.0 10.000 150 22.098 to 0.0 2.000 0.0 H.29 108 10.78 0.862 0.0 12.000 0.0714 0.857 Vel = 5.93 H.29 108 0.0 1 Utr 2.0 13.000 150 22.955 to 0.0 2.000 0.0 H.26 108 10.78 0.862 0.0 15.000 0.0714 1.071 Vel = 5.93 H.26 108 0.0 1 Utr 2.0 19.000 150 24.026 to 0.0 2.000 0.0 H.21 108 10.78 0.862 0.0 21.000 0.0714 1.499 Vel = 5.93 H.21 108 0.0 1 Utr 2.0 8.000 150 25.525 to 0.0 2.000 0.0 T.52 108 10.78 0.862 0.0 10.000 0.0714 0.714 Vel = 5.93 T.52 108 0.0 1 Utr 2.0 9.000 150 26.239 to 0.0 2.000 0.0 H.15 108 10.78 0.862 0.0 11.000 0.0714 0.785 Vel = 5.93 H.15 108 0.0 1 Utb 17.0 2.000 150 27.024 to Utr 2.0 16.000 0.0 T.48 108 10.78 0.862 0.0 18.000 0.0714 1.286 Vel = 5.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 HOY RESIDENCE - Two Head Calculation (H.25 & H.24) Date 2/7/2022 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.48 108 15.24 1.5 T 3.443 10.000 150 28.310 to 0.0 3.443 1.732 S.1 104 26.02 1.244 0.0 13.443 0.0611 0.821 Vel = 6.87 S.1 104 0.0 1.5 2E 12.089 250.000 150 30.863 to 0.0 12.088 4.732 * * Fixed Loss = 3 MTR 100 26.02 1.61 0.0 262.088 0.0174 4.559 Vel = 4.10 MTR 100 0.0 1 E 2.336 20.000 150 40.154 to T 5.841 9.345 0.0 STR 100 26.02 0.995 G 1.168 29.345 0.1812 5.318 Vel = 10.74 0.0 STR 26.02 45.472 K Factor = 3.86 H.25 116 1.37 1 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.24 116 1.37 0.862 0.0 11.000 0.0015 0.017 Vel = 0.75 H.24 116 4.90 13.02 1 Utb 17.0 26.000 150 7.057 to Utr 2.0 16.000 3.465 T.51 108 14.39 0.862 0.0 42.000 0.1218 5.116 Vel = 7.91 T.51 108 0.85 1 Utr 2.0 7.000 150 15.638 to 0.0 2.000 0.0 H.17 108 15.24 0.862 0.0 9.000 0.1356 1.220 Vel = 8.38 H.17 108 0.0 1 Utr 2.0 31.000 150 16.858 to 0.0 2.000 0.0 H.11 108 15.24 0.862 0.0 33.000 0.1355 4.471 Vel = 8.38 H.11 108 0.0 1 Utr 2.0 2.000 150 21.329 to 0.0 2.000 0.0 T.43 108 15.24 0.862 0.0 4.000 0.1358 0.543 Vel = 8.38 T.43 108 -8.20 1 21Jtb 34.0 18.000 150 21.872 to 0.0 28.000 -3.465 T.42 116 7.04 0.862 0.0 46.000 0.0325 1.494 Vel = 3.87 T.42 116 -2.30 1 Utr 2.0 2.000 150 19.901 to 0.0 2.000 0.0 T.41 116 4.74 0.862 0.0 4.000 0.0158 0.063 Vel = 2.61 T.41 116 0.0 1 0.0 1.000 150 19.964 to 0.0 0.0 0.0 H.5 116 4.74 0.862 0.0 1.000 0.0160 0.016 Vel = 2.61 H.5 116 0.0 1 Utr 2.0 9.000 150 19.980 to 0.0 2.000 0.0 T.40 116 4.74 0.862 0.0 11.000 0.0156 0.172 Vel = 2.61 T.40 116 -0.99 1 2Utb 34.0 18.000 150 20.152 to 0.0 28.000 3.465 T.45 108 3.75 0.862 0.0 46.000 0.0101 0.465 Vel = 2.06 T.45 108 3.29 1.5 0.0 5.000 150 24.082 to 0.0 0.0 0.0 T.44 108 7.04 1.244 0.0 5.000 0.0054 0.027 Vel = 1.86 T.44 108 8.20 1 2Utb 34.0 3.000 150 24.109 to 0.0 28.000 0.0 T.48 108 15.24 0.862 0.0 31.000 0.1355 4.201 Vel = 8.38 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 HOY RESIDENCE - Two Head Calculation (H.25 & H.24) Date 2/7/2022 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.48 15.24 28.310 K Factor = 2.86 T.53 108 0.85 1 Utr 2.0 35.000 150 15.601 to 0.0 2.000 0.0 H.20 108 0.85 0.862 0.0 37.000 0.0007 0.025 Vel = 0.47 H.20 108 0.0 1 Utr 2.0 13.000 150 15.626 to 0.0 2.000 0.0 H.18 108 0.85 0.862 0.0 15.000 0.0006 0.009 Vel = 0.47 H.18 108 0.0 1 Utr 2.0 2.000 150 15.635 to 0.0 2.000 0.0 T.51 108 0.85 0.862 0.0 4.000 0.0008 0.003 Vel = 0.47 0.0 T.51 0.85 15.638 K Factor = 0.21 T.43 108 8.20 1 Utr 2.0 8.000 150 21.872 to 0.0 2.000 0.0 HA 108 8.2 0.862 0.0 10.000 0.0430 0.430 Vel = 4.51 HA 108 0.0 1 Utr 2.0 3.000 150 22.302 to 0.0 2.000 0.0 T.39 108 8.2 0.862 0.0 5.000 0.0430 0.215 Vel = 4.51 T.39 108 0.0 1 Utb 17.0 23.000 150 22.517 to 0.0 14.000 0.0 T.44 108 8.2 0.862 0.0 37.000 0.0430 1.592 Vel = 4.51 0.0 T.44 8.20 24.109 K Factor = 1.67 T.42 116 2.30 1 Utr 2.0 3.000 150 19.901 to 0.0 2.000 0.0 H.6 116 2.3 0.862 0.0 5.000 0.0042 0.021 Vel = 1.26 H.6 116 0.0 1 Utr 2.0 9.000 150 19.922 to 0.0 2.000 0.0 H.7 116 2.3 0.862 0.0 11.000 0.0041 0.045 Vel = 1.26 H.7 116 0.0 1 Utr 2.0 27.000 150 19.967 to 0.0 2.000 0.0 H.2 116 2.3 0.862 0.0 29.000 0.0041 0.119 Vel = 1.26 H.2 116 0.0 1 Utr 2.0 16.000 150 20.086 to 0.0 2.000 0.0 H.1 116 2.3 0.862 0.0 18.000 0.0041 0.074 Vel = 1.26 H.1 116 0.0 1 Utr 2.0 7.000 150 20.160 to 0.0 2.000 0.0 T.38 116 2.3 0.862 0.0 9.000 0.0040 0.036 Vel = 1.26 T.38 116 1.00 1 2Utb 34.0 21.000 150 20.196 to 0.0 28.000 3.465 T.46 108 3.3 0.862 0.0 49.000 0.0080 0.391 Vel = 1.81 T.46 108 0.0 1.5 Utr 2.0 20.000 150 24.052 to 0.0 2.000 0.0 T.45 108 3.3 1.244 0.0 22.000 0.0014 0.030 Vel = 0.87 0.0 T.45 3.30 24.082 K Factor = 0.67 T.40 116 1.00 1 Utr 2.0 8.000 150 20.152 to 0.0 2.000 0.0 H.10 116 1.0 0.862 0.0 10.000 0.0008 0.008 Vel = 0.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. HOY RESIDENCE - Two Head Calculation (H.25 & H.24) Page 9 Date 2/7/2022 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.10 116 10.000 150 20.160 0.0 1 0.0 to 0.0 0.0 0.0 H.9 116 1.0 0.862 0.0 10.000 0.0009 0.009 Vel = 0.55 H.9 116 0.0 1 Utr 2.0 15.000 150 20.169 to 0.0 2.000 0.0 H.3 116 1.0 0.862 0.0 17.000 0.0009 0.015 Vel = 0.55 H.3 116 0.0 1 Utr 2.0 12.000 150 20.184 to 0.0 2.000 0.0 T.38 116 1.0 0.862 0.0 14.000 0.0009 0.012 Vel = 0.55 0.0 T.38 1.00 20.196 K Factor = 0.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087