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FIR2024-0041+Calculations+5.28.2024_2.49.45_PM+4285578
INSTALLING CONTRACTOR STAMP: ; *ww�w.wwwwwwwwwwwwwwwwwwwwwww� ■ VASHINOTOfi STATE � E�rarww ■ f otc 31, zs CERTIFICATE OF COMPETENCY ' FIRE SMINKLIA SYSTErS 1 i Jacob Christian Andersen i 9414-1008-A Level i Northwest Plumbing Contractord; Mc. ; NOUHK79 PL ' 5/28/2024 ■ --- Oats j •.www�wwwww.wrw..ww.w�w..w.��s A010 DESIGN DESIGN ONLY STAMP: RECEIVED May 30 2024 E WASNINOTON STATE j °27= Ex s ■ DEC 3x� u CERTIFICATE OF COMPETENCY ■ FIRE SPRINKLER SYSTEMS ■ Libby Marie Babb ■ 3791-0722-A Level i ■ A-Pex Design Services, Inc. ■ i APEXDDS782K5 i ■ Signat+um oweate ; A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name MAPLEWOOD ESTATES B - One Head Calculation (H.20) Drawing RESIDENTIAL Location 8817 194TH ST SW EDMONDS WA 98026 Remote Area 1 Contract 240522-11 Data File 240522-11 Chris Kiel SFR Maplewood Estates.wx1 FI R2024-0041 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. MAPLEWOOD ESTATES B - One Head Calculation (H.20) HYDRAULIC DESIGN INFORMATION SHEET Name - MAPLEWOOD ESTATES B Location - EDMONDS WA 98026 Page 1 Date 5/22/2024 Date - 05-22-2024 Building - RESIDENTIAL System No. - 1 Contractor - NORTHWEST PLUMBING CONTRACTORS Contract No. - 240522-11 Calculated By - TAYLOR 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 37.85 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) - 90 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. Page 2 MAPLEWOOD ESTATES B - One Head Calculation (H.20) Date 5/22/2024 City Water Supply: Demand: C1 - Static Pressure 90 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 37.849 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 52.016 150 140 130 P 120 R 110 E 100 C1 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^1.85) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. Page 3 MAPLEWOOD ESTATES B - One Head Calculation (H.20) Date 5/22/2024 Fitting Legend Abbrev. Name 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. MAPLEWOOD ESTATES B - One Head Calculation (H.20) Page 4 Date 5/22/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 20 500.0 89.866 17.0 37.849 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.20 116.0 4.9 12.03 17.0 H.13 116.0 12.63 H.9 116.0 13.12 H.8 116.0 13.48 H.7 116.0 13.9 T.34 116.0 14.07 T.33 116.0 14.11 T.37 108.0 18.56 H.18 108.0 18.74 H.19 108.0 19.5 T.39 108.0 20.66 S.1 104.0 22.74 PRV 100.0 31.71 MTR 100.0 36.67 STIR 100.0 37.85 H.23 116.0 12.32 H.21 116.0 13.54 T.38 116.0 13.66 T.40 108.0 18.4 H.26 108.0 18.68 H.22 108.0 19.27 H.24 108.0 19.48 H.27 108.0 19.83 H.14 116.0 13.76 H.15 116.0 13.84 T.36 116.0 13.85 H.5 116.0 13.99 HA 116.0 14.1 T.32 116.0 14.19 T.35 108.0 18.29 H.11 108.0 18.39 H.12 108.0 18.49 H.6 116.0 14.12 H.3 116.0 14.14 T.31 116.0 14.16 H.1 116.0 14.17 H.2 116.0 14.18 H.10 108.0 18.3 H.17 108.0 18.32 H.16 108.0 18.34 H.25 108.0 18.35 T.41 108.0 18.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. MAPLEWOOD ESTATES B - One Head Calculation (H.20) Node Tag NODE ANALYSIS (cont.) Page 5 Date 5/22/2024 Pressure Discharge Elevation Node Type at Node at Node Notes H.28 108.0 18.36 H.30 108.0 18.38 H.29 108.0 18.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 MAPLEWOOD ESTATES B - One Head Calculation (H.20) Date 5/22/2024 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.20 116 4.90 7.36 1 Utr 2.0 15.000 150 12.030 to 0.0 2.000 0.0 H.13 116 7.36 0.862 0.0 17.000 0.0352 0.599 Vel = 4.05 H.13 116 0.0 1 Utr 2.0 12.000 150 12.629 to 0.0 2.000 0.0 H.9 116 7.36 0.862 0.0 14.000 0.0353 0.494 Vel = 4.05 H.9 116 0.0 1 Utr 2.0 8.000 150 13.123 to 0.0 2.000 0.0 H.8 116 7.36 0.862 0.0 10.000 0.0352 0.352 Vel = 4.05 H.8 116 0.0 1 Utr 2.0 10.000 150 13.475 to 0.0 2.000 0.0 H.7 116 7.36 0.862 0.0 12.000 0.0352 0.423 Vel = 4.05 H.7 116 0.0 1 Utr 2.0 3.000 150 13.898 to 0.0 2.000 0.0 T.34 116 7.36 0.862 0.0 5.000 0.0352 0.176 Vel = 4.05 T.34 116 0.0 1 0.0 1.000 150 14.074 to 0.0 0.0 0.0 T.33 116 7.36 0.862 0.0 1.000 0.0360 0.036 Vel = 4.05 T.33 116 -1.30 1 2Utb 34.0 12.000 150 14.110 to 0.0 28.000 3.465 T.37 108 6.06 0.862 0.0 40.000 0.0246 0.984 Vel = 3.33 T.37 108 3.62 1 Utr 2.0 1.000 150 18.559 to 0.0 2.000 0.0 H.18 108 9.68 0.862 0.0 3.000 0.0587 0.176 Vel = 5.32 H.18 108 0.0 1 Utr 2.0 11.000 150 18.735 to 0.0 2.000 0.0 H.19 108 9.68 0.862 0.0 13.000 0.0585 0.760 Vel = 5.32 H.19 108 0.0 1 Utb 17.0 6.000 150 19.495 to 0.0 14.000 0.0 T.39 108 9.68 0.862 0.0 20.000 0.0585 1.170 Vel = 5.32 T.39 108 7.32 1.5 T 3.443 9.000 150 20.665 to 0.0 3.443 1.732 S.1 104 17.0 1.244 0.0 12.443 0.0278 0.346 Vel = 4.49 S.1 104 0.0 1.5 2E 3.443 5.000 150 22.743 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 17.0 1.244 0.0 8.443 0.0278 0.235 Vel = 4.49 PRV 100 0.0 1.5 2E 3.443 67.000 150 31.710 to 0.0 3.443 3.000 * * Fixed Loss = 3 MTR 100 17.0 1.244 0.0 70.443 0.0278 1.957 Vel = 4.49 MTR 100 0.0 1 E 2.336 5.000 150 36.667 to T 5.841 9.345 0.0 STIR 100 17.0 0.995 G 1.168 14.345 0.0824 1.182 Vel = 7.01 0.0 STIR 17.00 37.849 K Factor = 2.76 H.20 116 9.64 1 0.0 5.000 150 12.030 to 0.0 0.0 0.0 H.23 116 9.64 0.862 0.0 5.000 0.0580 0.290 Vel = 5.30 H.23 116 0.0 1 Utr 2.0 19.000 150 12.320 to 0.0 2.000 0.0 H.21 116 9.64 0.862 0.0 21.000 0.0580 1.219 Vel = 5.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 MAPLEWOOD ESTATES B - One Head Calculation (H.20) Date 5/22/2024 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.21 116 0.0 1 0.0 2.000 150 13.539 to 0.0 0.0 0.0 T.38 116 9.64 0.862 0.0 2.000 0.0580 0.116 Vel = 5.30 T.38 116 -3.38 1 2Utb 34.0 21.000 150 13.655 to 0.0 28.000 3.465 T.40 108 6.26 0.862 0.0 49.000 0.0261 1.279 Vel = 3.44 T.40 108 1.06 1 Utr 2.0 6.000 150 18.399 to 0.0 2.000 0.0 H.26 108 7.32 0.862 0.0 8.000 0.0349 0.279 Vel = 4.02 H.26 108 0.0 1 Utr 2.0 15.000 150 18.678 to 0.0 2.000 0.0 H.22 108 7.32 0.862 0.0 17.000 0.0348 0.592 Vel = 4.02 H.22 108 0.0 1 Utr 2.0 4.000 150 19.270 to 0.0 2.000 0.0 H.24 108 7.32 0.862 0.0 6.000 0.0350 0.210 Vel = 4.02 H.24 108 0.0 1 0.0 10.000 150 19.480 to 0.0 0.0 0.0 H.27 108 7.32 0.862 0.0 10.000 0.0348 0.348 Vel = 4.02 H.27 108 0.0 1 Utb 17.0 8.000 150 19.828 to Utr 2.0 16.000 0.0 T.39 108 7.32 0.862 0.0 24.000 0.0349 0.837 Vel = 4.02 0.0 T.39 7.32 20.665 K Factor = 1.61 T.38 116 3.38 1 Utr 2.0 11.000 150 13.655 to 0.0 2.000 0.0 H.14 116 3.38 0.862 0.0 13.000 0.0083 0.108 Vel = 1.86 H.14 116 0.0 1 Utr 2.0 7.000 150 13.763 to 0.0 2.000 0.0 H.15 116 3.38 0.862 0.0 9.000 0.0083 0.075 Vel = 1.86 H.15 116 0.0 1 0.0 1.000 150 13.838 to 0.0 0.0 0.0 T.36 116 3.38 0.862 0.0 1.000 0.0090 0.009 Vel = 1.86 T.36 116 0.0 1 Utr 2.0 15.000 150 13.847 to 0.0 2.000 0.0 H.5 116 3.38 0.862 0.0 17.000 0.0084 0.142 Vel = 1.86 H.5 116 0.0 1 Utr 2.0 11.000 150 13.989 to 0.0 2.000 0.0 HA 116 3.38 0.862 0.0 13.000 0.0083 0.108 Vel = 1.86 HA 116 0.0 1 Utr 2.0 9.000 150 14.097 to 0.0 2.000 0.0 T.32 116 3.38 0.862 0.0 11.000 0.0084 0.092 Vel = 1.86 T.32 116 1.30 1 2Utb 34.0 14.000 150 14.189 to 0.0 28.000 3.465 T.35 108 4.68 0.862 0.0 42.000 0.0152 0.640 Vel = 2.57 T.35 108 -1.06 1 Utr 2.0 8.000 150 18.294 to 0.0 2.000 0.0 H.11 108 3.62 0.862 0.0 10.000 0.0095 0.095 Vel = 1.99 H.11 108 0.0 1 Utr 2.0 9.000 150 18.389 to 0.0 2.000 0.0 H.12 108 3.62 0.862 0.0 11.000 0.0095 0.104 Vel = 1.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 MAPLEWOOD ESTATES B - One Head Calculation (H.20) Date 5/22/2024 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.12 108 0.0 1 Utr 2.0 5.000 150 18.493 to 0.0 2.000 0.0 T.37 108 3.62 0.862 0.0 7.000 0.0094 0.066 Vel = 1.99 0.0 T.37 3.62 18.559 K Factor = 0.84 T.33 116 1.30 1 Utr 2.0 9.000 150 14.110 to 0.0 2.000 0.0 H.6 116 1.3 0.862 0.0 11.000 0.0014 0.015 Vel = 0.71 H.6 116 0.0 1 Utr 2.0 8.000 150 14.125 to 0.0 2.000 0.0 H.3 116 1.3 0.862 0.0 10.000 0.0014 0.014 Vel = 0.71 H.3 116 0.0 1 Utr 2.0 12.000 150 14.139 to 0.0 2.000 0.0 T.31 116 1.3 0.862 0.0 14.000 0.0014 0.020 Vel = 0.71 T.31 116 0.0 1 Utr 2.0 4.000 150 14.159 to 0.0 2.000 0.0 H.1 116 1.3 0.862 0.0 6.000 0.0015 0.009 Vel = 0.71 H.1 116 0.0 1 0.0 10.000 150 14.168 to 0.0 0.0 0.0 H.2 116 1.3 0.862 0.0 10.000 0.0014 0.014 Vel = 0.71 H.2 116 0.0 1 Utr 2.0 3.000 150 14.182 to 0.0 2.000 0.0 T.32 116 1.3 0.862 0.0 5.000 0.0014 0.007 Vel = 0.71 0.0 T.32 1.30 14.189 K Factor = 0.35 T.35 108 1.06 1 Utr 2.0 4.000 150 18.294 to 0.0 2.000 0.0 H.10 108 1.06 0.862 0.0 6.000 0.0010 0.006 Vel = 0.58 H.10 108 0.0 1 Utr 2.0 16.000 150 18.300 to 0.0 2.000 0.0 H.17 108 1.06 0.862 0.0 18.000 0.0009 0.017 Vel = 0.58 H.17 108 0.0 1 Utr 2.0 16.000 150 18.317 to 0.0 2.000 0.0 H.16 108 1.06 0.862 0.0 18.000 0.0010 0.018 Vel = 0.58 H.16 108 0.0 1 Utr 2.0 11.000 150 18.335 to 0.0 2.000 0.0 H.25 108 1.06 0.862 0.0 13.000 0.0010 0.013 Vel = 0.58 H.25 108 0.0 1 Utr 2.0 5.000 150 18.348 to 0.0 2.000 0.0 T.41 108 1.06 0.862 0.0 7.000 0.0010 0.007 Vel = 0.58 T.41 108 0.0 1 Utr 2.0 6.000 150 18.355 to 0.0 2.000 0.0 H.28 108 1.06 0.862 0.0 8.000 0.0009 0.007 Vel = 0.58 H.28 108 0.0 1 Utr 2.0 11.000 150 18.362 to 0.0 2.000 0.0 H.30 108 1.06 0.862 0.0 13.000 0.0010 0.013 Vel = 0.58 H.30 108 0.0 1 0.0 8.000 150 18.375 to 0.0 0.0 0.0 H.29 108 1.06 0.862 0.0 8.000 0.0010 0.008 Vel = 0.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 MAPLEWOOD ESTATES B - One Head Calculation (H.20) Date 5/22/2024 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.29 108 0.0 1 Utr 2.0 14.000 150 18.383 to 0.0 2.000 0.0 T.40 108 1.06 0.862 0.0 16.000 0.0010 0.016 Vel = 0.58 0.0 T.40 1.06 18.399 K Factor = 0.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: Job Name Drawing Location Remote Area Contract Data File A010 DESIGN � E MIASHINdTON STATE � ■ D!C Sx�1, u CERTIFICATE OF COMPETENCY ■ FIRE SPRINKLER SYSTEMS ■ Libby Marie Babb ■ 3791-0722-A Level ■ A-Pex Design Services, Inc. ■ i APEXDDS782K5 i ■ ■ Sl�natura Date A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 MAPLEWOOD ESTATES B - Two Head Calculation (H.5 & HA) RESIDENTIAL 8817 194TH ST SW EDMONDS WA 98026 1 240522-11 240522-11 Chris Kiel SFR Maplewood Estates.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. MAPLEWOOD ESTATES B - Two Head Calculation (H.5 & HA) HYDRAULIC DESIGN INFORMATION SHEET Name - MAPLEWOOD ESTATES B Location - EDMONDS WA 98026 Page 1 Date 5/22/2024 Date - 05-22-2024 Building - RESIDENTIAL System No. - 1 Contractor - NORTHWEST PLUMBING CONTRACTORS Contract No. - 240522-11 Calculated By - TAYLOR 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 26.0639 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) - 90 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. Page 2 MAPLEWOOD ESTATES B - Two Head Calculation (H.5 & HA) Date 5/22/2024 City Water Supply: Demand: C1 - Static Pressure 90 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.064 C2 - Residual Flow 500 D2 - System Pressure 41.762 Hose ( Demand ) D3 - System Demand : 26.064 Safety Margin 47.942 150 140 130 P 120 R 110 E 100 C1 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^1.85) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. Page 3 MAPLEWOOD ESTATES B - Two Head Calculation (H.5 & HA) Date 5/22/2024 Fitting Legend Abbrev. Name 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 MAPLEWOOD ESTATES B - Two Head Calculation (H.5 & HA) Date 5/22/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 90.0 20 500.0 89.704 26.06 41.762 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 116.0 4.9 7.04 13.0 T.36 116.0 8.18 H.15 116.0 8.24 H.14 116.0 8.85 T.38 116.0 9.71 T.40 108.0 15.24 H.26 108.0 15.83 H.22 108.0 17.1 H.24 108.0 17.55 H.27 108.0 18.3 T.39 108.0 20.09 S.1 104.0 22.59 PRV 100.0 31.84 MTR 100.0 39.15 STIR 100.0 41.76 HA 116.0 4.9 7.11 13.06 T.32 116.0 8.68 T.35 108.0 14.54 H.11 108.0 14.83 H.12 108.0 15.14 T.37 108.0 15.35 H.18 108.0 15.74 H.19 108.0 17.46 H.2 116.0 8.8 H.1 116.0 9.05 T.31 116.0 9.2 H.3 116.0 9.55 H.6 116.0 9.8 T.33 116.0 10.07 H.21 116.0 9.72 H.23 116.0 9.81 H.20 116.0 9.83 H.13 116.0 9.9 H.9 116.0 9.96 H.8 116.0 10.0 H.7 116.0 10.05 T.34 116.0 10.07 H.10 108.0 14.58 H.17 108.0 14.7 H.16 108.0 14.81 H.25 108.0 14.9 T.41 108.0 14.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. MAPLEWOOD ESTATES B - Two Head Calculation (H.5 & HA) Node Tag NODE ANALYSIS (cont.) Page 5 Date 5/22/2024 Pressure Discharge Elevation Node Type at Node at Node Notes H.28 108.0 15.0 H.30 108.0 15.08 H.29 108.0 15.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 MAPLEWOOD ESTATES B - Two Head Calculation (H.5 & HA) Date 5/22/2024 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.5 116 4.90 10.40 1 Utr 2.0 15.000 150 7.040 to 0.0 2.000 0.0 T.36 116 10.4 0.862 0.0 17.000 0.0668 1.136 Vel = 5.72 T.36 116 0.0 1 0.0 1.000 150 8.176 to 0.0 0.0 0.0 H.15 116 10.4 0.862 0.0 1.000 0.0670 0.067 Vel = 5.72 H.15 116 0.0 1 Utr 2.0 7.000 150 8.243 to 0.0 2.000 0.0 H.14 116 10.4 0.862 0.0 9.000 0.0669 0.602 Vel = 5.72 H.14 116 0.0 1 Utr 2.0 11.000 150 8.845 to 0.0 2.000 0.0 T.38 116 10.4 0.862 0.0 13.000 0.0668 0.869 Vel = 5.72 T.38 116 -2.31 1 2Utb 34.0 21.000 150 9.714 to 0.0 28.000 3.465 T.40 108 8.09 0.862 0.0 49.000 0.0420 2.057 Vel = 4.45 T.40 108 2.96 1 Utr 2.0 6.000 150 15.236 to 0.0 2.000 0.0 H.26 108 11.05 0.862 0.0 8.000 0.0748 0.598 Vel = 6.07 H.26 108 0.0 1 Utr 2.0 15.000 150 15.834 to 0.0 2.000 0.0 H.22 108 11.05 0.862 0.0 17.000 0.0747 1.270 Vel = 6.07 H.22 108 0.0 1 Utr 2.0 4.000 150 17.104 to 0.0 2.000 0.0 H.24 108 11.05 0.862 0.0 6.000 0.0748 0.449 Vel = 6.07 H.24 108 0.0 1 0.0 10.000 150 17.553 to 0.0 0.0 0.0 H.27 108 11.05 0.862 0.0 10.000 0.0747 0.747 Vel = 6.07 H.27 108 0.0 1 Utb 17.0 8.000 150 18.300 to Utr 2.0 16.000 0.0 T.39 108 11.05 0.862 0.0 24.000 0.0747 1.793 Vel = 6.07 T.39 108 15.01 1.5 T 3.443 9.000 150 20.093 to 0.0 3.443 1.732 S.1 104 26.06 1.244 0.0 12.443 0.0613 0.763 Vel = 6.88 S.1 104 0.0 1.5 2E 3.443 5.000 150 22.588 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 PRV 100 0.0 1.5 2E 3.443 67.000 150 31.838 to 0.0 3.443 3.000 * * Fixed Loss = 3 MTR 100 26.06 1.244 0.0 70.443 0.0613 4.316 Vel = 6.88 MTR 100 0.0 1 E 2.336 5.000 150 39.154 to T 5.841 9.345 0.0 STIR 100 26.06 0.995 G 1.168 14.345 0.1818 2.608 Vel = 10.75 0.0 STIR 26.06 41.762 K Factor = 4.03 H.5 116 2.60 1 Utr 2.0 11.000 150 7.040 to 0.0 2.000 0.0 HA 116 2.6 0.862 0.0 13.000 0.0052 0.067 Vel = 1.43 HA 116 4.90 13.06 1 Utr 2.0 9.000 150 7.107 to 0.0 2.000 0.0 T.32 116 15.66 0.862 0.0 11.000 0.1425 1.568 Vel = 8.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 MAPLEWOOD ESTATES B - Two Head Calculation (H.5 & HA) Date 5/22/2024 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 -6.10 1 2Utb 34.0 14.000 150 8.675 to 0.0 28.000 3.465 T.35 108 9.56 0.862 0.0 42.000 0.0571 2.399 Vel = 5.26 T.35 108 -2.96 1 Utr 2.0 8.000 150 14.539 to 0.0 2.000 0.0 H.11 108 6.6 0.862 0.0 10.000 0.0288 0.288 Vel = 3.63 H.11 108 0.0 1 Utr 2.0 9.000 150 14.827 to 0.0 2.000 0.0 H.12 108 6.6 0.862 0.0 11.000 0.0288 0.317 Vel = 3.63 H.12 108 0.0 1 Utr 2.0 5.000 150 15.144 to 0.0 2.000 0.0 T.37 108 6.6 0.862 0.0 7.000 0.0289 0.202 Vel = 3.63 T.37 108 8.42 1 Utr 2.0 1.000 150 15.346 to 0.0 2.000 0.0 H.18 108 15.02 0.862 0.0 3.000 0.1317 0.395 Vel = 8.26 H.18 108 0.0 1 Utr 2.0 11.000 150 15.741 to 0.0 2.000 0.0 H.19 108 15.02 0.862 0.0 13.000 0.1319 1.715 Vel = 8.26 H.19 108 0.0 1 Utb 17.0 6.000 150 17.456 to 0.0 14.000 0.0 T.39 108 15.02 0.862 0.0 20.000 0.1318 2.637 Vel = 8.26 0.0 T.39 15.02 20.093 K Factor = 3.35 T.32 116 6.11 1 Utr 2.0 3.000 150 8.675 to 0.0 2.000 0.0 H.2 116 6.11 0.862 0.0 5.000 0.0250 0.125 Vel = 3.36 H.2 116 0.0 1 0.0 10.000 150 8.800 to 0.0 0.0 0.0 H.1 116 6.11 0.862 0.0 10.000 0.0249 0.249 Vel = 3.36 H.1 116 0.0 1 Utr 2.0 4.000 150 9.049 to 0.0 2.000 0.0 T.31 116 6.11 0.862 0.0 6.000 0.0250 0.150 Vel = 3.36 T.31 116 0.0 1 Utr 2.0 12.000 150 9.199 to 0.0 2.000 0.0 H.3 116 6.11 0.862 0.0 14.000 0.0250 0.350 Vel = 3.36 H.3 116 0.0 1 Utr 2.0 8.000 150 9.549 to 0.0 2.000 0.0 H.6 116 6.11 0.862 0.0 10.000 0.0249 0.249 Vel = 3.36 H.6 116 0.0 1 Utr 2.0 9.000 150 9.798 to 0.0 2.000 0.0 T.33 116 6.11 0.862 0.0 11.000 0.0250 0.275 Vel = 3.36 T.33 116 2.31 1 2Utb 34.0 12.000 150 10.073 to 0.0 28.000 3.465 T.37 108 8.42 0.862 0.0 40.000 0.0452 1.808 Vel = 4.63 0.0 T.37 8.42 15.346 K Factor = 2.15 T.38 116 2.31 1 0.0 2.000 150 9.714 to 0.0 0.0 0.0 H.21 116 2.31 0.862 0.0 2.000 0.0040 0.008 Vel = 1.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 MAPLEWOOD ESTATES B - Two Head Calculation (H.5 & HA) Date 5/22/2024 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.21 116 0.0 1 Utr 2.0 19.000 150 9.722 to 0.0 2.000 0.0 H.23 116 2.31 0.862 0.0 21.000 0.0041 0.087 Vel = 1.27 H.23 116 0.0 1 0.0 5.000 150 9.809 to 0.0 0.0 0.0 H.20 116 2.31 0.862 0.0 5.000 0.0040 0.020 Vel = 1.27 H.20 116 0.0 1 Utr 2.0 15.000 150 9.829 to 0.0 2.000 0.0 H.13 116 2.31 0.862 0.0 17.000 0.0042 0.071 Vel = 1.27 H.13 116 0.0 1 Utr 2.0 12.000 150 9.900 to 0.0 2.000 0.0 H.9 116 2.31 0.862 0.0 14.000 0.0041 0.057 Vel = 1.27 H.9 116 0.0 1 Utr 2.0 8.000 150 9.957 to 0.0 2.000 0.0 H.8 116 2.31 0.862 0.0 10.000 0.0042 0.042 Vel = 1.27 H.8 116 0.0 1 Utr 2.0 10.000 150 9.999 to 0.0 2.000 0.0 H.7 116 2.31 0.862 0.0 12.000 0.0041 0.049 Vel = 1.27 H.7 116 0.0 1 Utr 2.0 3.000 150 10.048 to 0.0 2.000 0.0 T.34 116 2.31 0.862 0.0 5.000 0.0042 0.021 Vel = 1.27 T.34 116 0.0 1 0.0 1.000 150 10.069 to 0.0 0.0 0.0 T.33 116 2.31 0.862 0.0 1.000 0.0040 0.004 Vel = 1.27 0.0 T.33 2.31 10.073 K Factor = 0.73 T.35 108 2.96 1 Utr 2.0 4.000 150 14.539 to 0.0 2.000 0.0 H.10 108 2.96 0.862 0.0 6.000 0.0065 0.039 Vel = 1.63 H.10 108 0.0 1 Utr 2.0 16.000 150 14.578 to 0.0 2.000 0.0 H.17 108 2.96 0.862 0.0 18.000 0.0066 0.118 Vel = 1.63 H.17 108 0.0 1 Utr 2.0 16.000 150 14.696 to 0.0 2.000 0.0 H.16 108 2.96 0.862 0.0 18.000 0.0065 0.117 Vel = 1.63 H.16 108 0.0 1 Utr 2.0 11.000 150 14.813 to 0.0 2.000 0.0 H.25 108 2.96 0.862 0.0 13.000 0.0065 0.085 Vel = 1.63 H.25 108 0.0 1 Utr 2.0 5.000 150 14.898 to 0.0 2.000 0.0 T.41 108 2.96 0.862 0.0 7.000 0.0064 0.045 Vel = 1.63 T.41 108 0.0 1 Utr 2.0 6.000 150 14.943 to 0.0 2.000 0.0 H.28 108 2.96 0.862 0.0 8.000 0.0065 0.052 Vel = 1.63 H.28 108 0.0 1 Utr 2.0 11.000 150 14.995 to 0.0 2.000 0.0 H.30 108 2.96 0.862 0.0 13.000 0.0065 0.085 Vel = 1.63 H.30 108 0.0 1 0.0 8.000 150 15.080 to 0.0 0.0 0.0 H.29 108 2.96 0.862 0.0 8.000 0.0065 0.052 Vel = 1.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 MAPLEWOOD ESTATES B - Two Head Calculation (H.5 & HA) Date 5/22/2024 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.29 108 0.0 1 Utr 2.0 14.000 150 15.132 to 0.0 2.000 0.0 T.40 108 2.96 0.862 0.0 16.000 0.0065 0.104 Vel = 1.63 0.0 T.40 2.96 15.236 K Factor = 0.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087