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REVIEWED FIR2023-0027+Calculations+3.29.2023_7.22.27_PM+3452400
INSTALLING CONTRACTOR STAMP: RECEIVED FIR2023-0027 Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Now DESIGN SERA DESIGN ONLY STAMP: PirwwrwwwrwwwrwwwrrwwwwwwwwrrwS ■ wASHINOTON STATE ■ j CERTIFICATE OF COMPETENCY ; ■ FIRE PROTECTION SPRINKLER SYSTEMS ■ i Libby Marie Babb ■ 3791-0722-A Level 1 ■ A-Pex Design Services, Inc. ■ APEXDDS782K5� ■ ■ Md. a ■ ■ SIyEa sa ;■wmwwwwAwwwrtrr�wa�rrr�rrwi A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name 203RD ST SHORT PLAT PLAN 3232 - One Head Calculation (H.28) Drawing RESIDENTIAL Location 7922 203RD ST SW EDMONDS WA 98026 Remote Area 1 Contract 230323-01 Data File 230323-01 Short Plat Plan 3232.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 203RD ST SHORT PLAT PLAN 3232 - One Head Calculation (H.28) Date 3/24/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - 203RD ST SHORT PLAT PLAN 3232 Location - EDMONDS WA 98026 Building - RESIDENTIAL Contractor - NW CUSTOM PLUMBING Calculated By - TAYLOR FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 03-23-23 System No. - 1 Contract No. - 230323-01 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 33.97 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) - 70 Elev. R Residual (Psi) - 70 Other Flow (Gpm) - 26 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. 203RD ST SHORT PLAT PLAN 3232 - One Head Calculation (H.28) Page 2 Date 3/24/2023 City Water Supply: Demand: C1 - Static Pressure 70 D1 - Elevation 6.930 C2 - Residual Pressure: 70 D2 - System Flow : 16.995 C2 - Residual Flow 26 D2 - System Pressure 33.965 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 36.035 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 C2 U 70 R 60 E 50 40 30 20 10 D1 10 20 30 40 50 60 70 80 90 FLOWN^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. 203RD ST SHORT PLAT PLAN 3232 - One Head Calculation (H.28) Fitting Legend Abbrev. Name Page 3 Date 3/24/2023 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 203RD ST SHORT PLAT PLAN 3232 - One Head Calculation (H.28) Date 3/24/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 70.0 70 26.0 70.0 17.0 33.965 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.28 116.0 4.9 12.03 H.29 116.0 13.04 T.44 116.0 13.42 T.45 116.0 13.48 H.26 116.0 14.11 T.43 116.0 14.36 T.42 108.0 19.39 H.24 108.0 19.6 T.40 108.0 21.14 S.1 104.0 23.22 MTR 100.0 31.79 STR 100.0 33.97 T.41 116.0 12.69 H.21 116.0 12.82 H.20 116.0 13.29 H.7 116.0 13.91 H.8 116.0 14.38 T.35 116.0 14.67 T.37 108.0 18.8 T.38 108.0 18.96 T.39 108.0 18.97 H.18 108.0 19.04 H.23 108.0 19.13 H.32 108.0 19.21 T.46 108.0 19.26 H.25 108.0 19.34 H.22 116.0 14.42 H.30 116.0 14.49 H.33 116.0 14.57 H.31 116.0 14.6 H.27 116.0 14.66 H.16 116.0 14.76 H.17 116.0 14.81 T.36 116.0 14.85 T.34 108.0 18.97 H.9 108.0 19.35 H.15 108.0 19.53 H.11 108.0 19.91 H.12 108.0 20.26 H.13 108.0 20.5 H.10 116.0 14.68 H.5 116.0 14.75 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 203RD ST SHORT PLAT PLAN 3232 - One Head Calculation (H.28) Date 3/24/2023 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 116.0 14.81 H.14 108.0 18.82 HA 108.0 18.86 H.3 108.0 18.89 H.2 108.0 18.92 H.1 108.0 18.95 H.19 108.0 18.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 203RD ST SHORT PLAT PLAN 3232 - One Head Calculation (H.28) Date 3/24/2023 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 4.90 10.08 1 Utr 2.0 14.000 150 12.030 to 0.0 2.000 0.0 H.29 116 10.08 0.862 0.0 16.000 0.0631 1.010 Vel = 5.54 H.29 116 0.0 1 Utr 2.0 4.000 150 13.040 to 0.0 2.000 0.0 T.44 116 10.08 0.862 0.0 6.000 0.0630 0.378 Vel = 5.54 T.44 116 0.0 1 0.0 1.000 150 13.418 to 0.0 0.0 0.0 T.45 116 10.08 0.862 0.0 1.000 0.0640 0.064 Vel = 5.54 T.45 116 0.0 1 Utr 2.0 8.000 150 13.482 to 0.0 2.000 0.0 H.26 116 10.08 0.862 0.0 10.000 0.0631 0.631 Vel = 5.54 H.26 116 0.0 1 Utr 2.0 2.000 150 14.113 to 0.0 2.000 0.0 T.43 116 10.08 0.862 0.0 4.000 0.0630 0.252 Vel = 5.54 T.43 116 -2.41 1 2Utb 34.0 13.000 150 14.365 to 0.0 28.000 3.465 T.42 108 7.67 0.862 0.0 41.000 0.0380 1.558 Vel = 4.22 T.42 108 2.99 1 0.0 3.000 150 19.388 to 0.0 0.0 0.0 H.24 108 10.66 0.862 0.0 3.000 0.0700 0.210 Vel = 5.86 H.24 108 0.0 1 Utb 17.0 6.000 150 19.598 to Utr 2.0 16.000 0.0 T.40 108 10.66 0.862 0.0 22.000 0.0700 1.539 Vel = 5.86 T.40 108 6.34 1.5 T 3.443 9.000 150 21.137 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 3.443 135.000 150 23.215 to 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 100 17.0 1.244 0.0 138.443 0.0278 3.846 Vel = 4.49 MTR 100 0.0 1 E 2.336 17.000 150 31.793 to T 5.841 9.345 0.0 STR 100 17.0 0.995 G 1.168 26.345 0.0824 2.172 Vel = 7.01 0.0 STIR 17.00 33.965 K Factor = 2.92 H.28 116 6.91 1 Utr 2.0 19.000 150 12.030 to 0.0 2.000 0.0 T.41 116 6.91 0.862 0.0 21.000 0.0314 0.659 Vel = 3.80 T.41 116 0.0 1 Utr 2.0 2.000 150 12.689 to 0.0 2.000 0.0 H.21 116 6.91 0.862 0.0 4.000 0.0315 0.126 Vel = 3.80 H.21 116 0.0 1 Utr 2.0 13.000 150 12.815 to 0.0 2.000 0.0 H.20 116 6.91 0.862 0.0 15.000 0.0314 0.471 Vel = 3.80 H.20 116 0.0 1 Utr 2.0 18.000 150 13.286 to 0.0 2.000 0.0 H.7 116 6.91 0.862 0.0 20.000 0.0314 0.627 Vel = 3.80 H.7 116 0.0 1 Utr 2.0 13.000 150 13.913 to 0.0 2.000 0.0 H.8 116 6.91 0.862 0.0 15.000 0.0314 0.471 Vel = 3.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 203RD ST SHORT PLAT PLAN 3232 - One Head Calculation (H.28) Date 3/24/2023 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.8 116 0.0 1 Utr 2.0 7.000 150 14.384 to 0.0 2.000 0.0 T.35 116 6.91 0.862 0.0 9.000 0.0313 0.282 Vel = 3.80 T.35 116 -2.19 1 2Utb 34.0 15.000 150 14.666 to 0.0 28.000 3.465 T.37 108 4.72 0.862 0.0 43.000 0.0155 0.666 Vel = 2.59 T.37 108 -1.73 1 Utr 2.0 22.000 150 18.797 to 0.0 2.000 0.0 T.38 108 2.99 0.862 0.0 24.000 0.0067 0.160 Vel = 1.64 T.38 108 -0.27 1 0.0 2.000 150 18.957 to 0.0 0.0 0.0 T.39 108 2.72 0.862 0.0 2.000 0.0055 0.011 Vel = 1.50 T.39 108 0.27 1 Utr 2.0 8.000 150 18.968 to 0.0 2.000 0.0 H.18 108 2.99 0.862 0.0 10.000 0.0067 0.067 Vel = 1.64 H.18 108 0.0 1 Utr 2.0 12.000 150 19.035 to 0.0 2.000 0.0 H.23 108 2.99 0.862 0.0 14.000 0.0066 0.093 Vel = 1.64 H.23 108 0.0 1 Utr 2.0 10.000 150 19.128 to 0.0 2.000 0.0 H.32 108 2.99 0.862 0.0 12.000 0.0067 0.080 Vel = 1.64 H.32 108 0.0 1 0.0 8.000 150 19.208 to 0.0 0.0 0.0 T.46 108 2.99 0.862 0.0 8.000 0.0068 0.054 Vel = 1.64 T.46 108 0.0 1 Utr 2.0 10.000 150 19.262 to 0.0 2.000 0.0 H.25 108 2.99 0.862 0.0 12.000 0.0067 0.080 Vel = 1.64 H.25 108 0.0 1 Utr 2.0 5.000 150 19.342 to 0.0 2.000 0.0 T.42 108 2.99 0.862 0.0 7.000 0.0066 0.046 Vel = 1.64 0.0 T.42 2.99 19.388 K Factor = 0.68 T.43 116 2.42 1 Utr 2.0 11.000 150 14.365 to 0.0 2.000 0.0 H.22 116 2.42 0.862 0.0 13.000 0.0045 0.058 Vel = 1.33 H.22 116 0.0 1 Utr 2.0 12.000 150 14.423 to 0.0 2.000 0.0 H.30 116 2.42 0.862 0.0 14.000 0.0045 0.063 Vel = 1.33 H.30 116 0.0 1 Utr 2.0 17.000 150 14.486 to 0.0 2.000 0.0 H.33 116 2.42 0.862 0.0 19.000 0.0045 0.086 Vel = 1.33 H.33 116 0.0 1 0.0 6.000 150 14.572 to 0.0 0.0 0.0 H.31 116 2.42 0.862 0.0 6.000 0.0043 0.026 Vel = 1.33 H.31 116 0.0 1 Utr 2.0 11.000 150 14.598 to 0.0 2.000 0.0 H.27 116 2.42 0.862 0.0 13.000 0.0045 0.059 Vel = 1.33 H.27 116 0.0 1 Utr 2.0 20.000 150 14.657 to 0.0 2.000 0.0 H.16 116 2.42 0.862 0.0 22.000 0.0045 0.099 Vel = 1.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 203RD ST SHORT PLAT PLAN 3232 - One Head Calculation (H.28) Date 3/24/2023 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.16 116 0.0 1 Utr 2.0 10.000 150 14.756 to 0.0 2.000 0.0 H.17 116 2.42 0.862 0.0 12.000 0.0045 0.054 Vel = 1.33 H.17 116 0.0 1 Utr 2.0 8.000 150 14.810 to 0.0 2.000 0.0 T.36 116 2.42 0.862 0.0 10.000 0.0044 0.044 Vel = 1.33 T.36 116 2.19 1 2Utb 34.0 16.000 150 14.854 to 0.0 28.000 3.465 T.34 108 4.61 0.862 0.0 44.000 0.0148 0.653 Vel = 2.53 T.34 108 1.73 1 Utr 2.0 12.000 150 18.972 to 0.0 2.000 0.0 H.9 108 6.34 0.862 0.0 14.000 0.0268 0.375 Vel = 3.49 H.9 108 0.0 1 Utr 2.0 5.000 150 19.347 to 0.0 2.000 0.0 H.15 108 6.34 0.862 0.0 7.000 0.0267 0.187 Vel = 3.49 H.15 108 0.0 1 0.0 14.000 150 19.534 to 0.0 0.0 0.0 H.11 108 6.34 0.862 0.0 14.000 0.0267 0.374 Vel = 3.49 H.11 108 0.0 1 Utr 2.0 11.000 150 19.908 to 0.0 2.000 0.0 H.12 108 6.34 0.862 0.0 13.000 0.0267 0.347 Vel = 3.49 H.12 108 0.0 1 Utr 2.0 7.000 150 20.255 to 0.0 2.000 0.0 H.13 108 6.34 0.862 0.0 9.000 0.0268 0.241 Vel = 3.49 H.13 108 0.0 1 Utb 17.0 10.000 150 20.496 to 0.0 14.000 0.0 T.40 108 6.34 0.862 0.0 24.000 0.0267 0.641 Vel = 3.49 0.0 T.40 6.34 21.137 K Factor = 1.38 T.35 116 2.19 1 0.0 5.000 150 14.666 to 0.0 0.0 0.0 H.10 116 2.19 0.862 0.0 5.000 0.0038 0.019 Vel = 1.20 H.10 116 0.0 1 Utr 2.0 16.000 150 14.685 to 0.0 2.000 0.0 H.5 116 2.19 0.862 0.0 18.000 0.0038 0.068 Vel = 1.20 H.5 116 0.0 1 Utr 2.0 13.000 150 14.753 to 0.0 2.000 0.0 H.6 116 2.19 0.862 0.0 15.000 0.0037 0.056 Vel = 1.20 H.6 116 0.0 1 Utr 2.0 10.000 150 14.809 to 0.0 2.000 0.0 T.36 116 2.19 0.862 0.0 12.000 0.0038 0.045 Vel = 1.20 0.0 T.36 2.19 14.854 K Factor = 0.57 T.37 108 1.72 1 Utr 2.0 9.000 150 18.797 to 0.0 2.000 0.0 H.14 108 1.72 0.862 0.0 11.000 0.0024 0.026 Vel = 0.95 H.14 108 0.0 1 Utr 2.0 12.000 150 18.823 to 0.0 2.000 0.0 HA 108 1.72 0.862 0.0 14.000 0.0024 0.034 Vel = 0.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 203RD ST SHORT PLAT PLAN 3232 - One Head Calculation (H.28) Date 3/24/2023 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 HA 108 0.0 1 Utr 2.0 13.000 150 18.857 to 0.0 2.000 0.0 H.3 108 1.72 0.862 0.0 15.000 0.0024 0.036 Vel = 0.95 H.3 108 0.0 1 Utr 2.0 7.000 150 18.893 to 0.0 2.000 0.0 H.2 108 1.72 0.862 0.0 9.000 0.0024 0.022 Vel = 0.95 H.2 108 0.0 1 Utr 2.0 11.000 150 18.915 to 0.0 2.000 0.0 H.1 108 1.72 0.862 0.0 13.000 0.0024 0.031 Vel = 0.95 H.1 108 0.0 1 Utr 2.0 9.000 150 18.946 to 0.0 2.000 0.0 T.34 108 1.72 0.862 0.0 11.000 0.0024 0.026 Vel = 0.95 0.0 T.34 1.72 18.972 K Factor = 0.39 T.38 108 0.27 0.75 Utb 17.0 3.000 150 18.957 to Utr 2.0 19.000 0.0 H.19 108 0.27 0.671 0.0 22.000 0.0003 0.006 Vel = 0.24 H.19 108 0.0 0.75 Utb 17.0 3.000 150 18.963 to 0.0 17.000 0.0 T.39 108 0.27 0.671 0.0 20.000 0.0002 0.005 Vel = 0.24 0.0 T.39 0.27 18.968 K Factor = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: ANOW DESIGN O�rrr�rrrrrrrrr�rarrrrrrrrrrrr�� ■ WAS HINGTON STATE j CERTIFICATE OF COMFETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS ■ Libby Marie Babb ■ 3791-0722-A Level 1 A-Pex Design Services, Inc. ■ APEXDDS782K5 ■ n/'Expo ■ DEC s1,aa lignatr Srrrrr�rrrr+rrrr+rrr�rrrr�rr +r+rr�S A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name 203RD ST SHORT PLAT PLAN 3232 - Two Head Calculation (H.21 & H.20) Drawing RESIDENTIAL Location 7922 203RD ST SW EDMONDS WA 98026 Remote Area 1 Contract 230323-01 Data File 230323-01 Short Plat Plan 3232.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 203RD ST SHORT PLAT PLAN 3232 - Two Head Calculation (H.21 & H.20) Date 3/24/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - 203RD ST SHORT PLAT PLAN 3232 Location - EDMONDS WA 98026 Building - RESIDENTIAL Contractor - NW CUSTOM PLUMBING Calculated By - TAYLOR FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 03-23-23 System No. - 1 Contract No. - 230323-01 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 26.0085 Psi Required 43.23 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) - 70 Elev. R Residual (Psi) - 70 Other Flow (Gpm) - 26 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. 203RD ST SHORT PLAT PLAN 3232 - Two Head Calculation (H.21 & H.20) Page 2 Date 3/24/2023 City Water Supply: Demand: C1 - Static Pressure 70 D1 - Elevation 6.930 C2 - Residual Pressure: 70 D2 - System Flow : 26.008 C2 - Residual Flow 26 D2 - System Pressure 43.229 Hose ( Demand ) D3 - System Demand : 26.008 Safety Margin 26.771 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 2 U 70 R 60 E 50 D2 40 30 20 10 D1 10 20 30 40 50 60 70 80 90 FLOWN^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. 203RD ST SHORT PLAT PLAN 3232 - Two Head Calculation (H.21 & H.20) Fitting Legend Abbrev. Name Page 3 Date 3/24/2023 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 203RD ST SHORT PLAT PLAN 3232 - Two Head Calculation (H.21 & H.20) Date 3/24/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 70.0 70 26.0 70.0 26.01 43.229 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.21 116.0 4.9 7.04 13.0 T.41 116.0 7.4 H.28 116.0 9.32 H.29 116.0 10.78 T.44 116.0 11.33 T.45 116.0 11.42 H.26 116.0 12.33 T.43 116.0 12.7 T.42 108.0 19.05 H.24 108.0 19.5 T.40 108.0 22.78 S.1 104.0 25.28 MTR 100.0 38.46 STR 100.0 43.23 H.20 116.0 4.9 7.05 13.01 H.7 116.0 9.27 H.8 116.0 10.94 T.35 116.0 11.94 T.37 108.0 17.32 T.38 108.0 17.78 T.39 108.0 17.82 H.18 108.0 18.01 H.23 108.0 18.29 H.32 108.0 18.52 T.46 108.0 18.68 H.25 108.0 18.91 H.10 116.0 12.04 H.5 116.0 12.4 H.6 116.0 12.69 T.36 116.0 12.93 T.34 108.0 17.8 H.9 108.0 18.66 H.15 108.0 19.09 H.11 108.0 19.95 H.12 108.0 20.75 H.13 108.0 21.31 H.22 116.0 12.72 H.30 116.0 12.75 H.33 116.0 12.79 H.31 116.0 12.81 H.27 116.0 12.83 H.16 116.0 12.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 203RD ST SHORT PLAT PLAN 3232 - Two Head Calculation (H.21 & H.20) Date 3/24/2023 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.17 116.0 12.91 H.14 108.0 17.39 HA 108.0 17.48 H.3 108.0 17.58 H.2 108.0 17.64 H.1 108.0 17.72 H.19 108.0 17.8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 203RD ST SHORT PLAT PLAN 3232 - Two Head Calculation (H.21 & H.20) Date 3/24/2023 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 4.90 12.31 1 Utr 2.0 2.000 150 7.040 to 0.0 2.000 0.0 T.41 116 12.31 0.862 0.0 4.000 0.0912 0.365 Vel = 6.77 T.41 116 0.0 1 Utr 2.0 19.000 150 7.405 to 0.0 2.000 0.0 H.28 116 12.31 0.862 0.0 21.000 0.0912 1.916 Vel = 6.77 H.28 116 0.0 1 Utr 2.0 14.000 150 9.321 to 0.0 2.000 0.0 H.29 116 12.31 0.862 0.0 16.000 0.0912 1.460 Vel = 6.77 H.29 116 0.0 1 Utr 2.0 4.000 150 10.781 to 0.0 2.000 0.0 T.44 116 12.31 0.862 0.0 6.000 0.0913 0.548 Vel = 6.77 T.44 116 0.0 1 0.0 1.000 150 11.329 to 0.0 0.0 0.0 T.45 116 12.31 0.862 0.0 1.000 0.0910 0.091 Vel = 6.77 T.45 116 0.0 1 Utr 2.0 8.000 150 11.420 to 0.0 2.000 0.0 H.26 116 12.31 0.862 0.0 10.000 0.0913 0.913 Vel = 6.77 H.26 116 0.0 1 Utr 2.0 2.000 150 12.333 to 0.0 2.000 0.0 T.43 116 12.31 0.862 0.0 4.000 0.0912 0.365 Vel = 6.77 T.43 116 -1.61 1 2Utb 34.0 13.000 150 12.698 to 0.0 28.000 3.465 T.42 108 10.7 0.862 0.0 41.000 0.0705 2.889 Vel = 5.88 T.42 108 5.36 1 0.0 3.000 150 19.052 to 0.0 0.0 0.0 H.24 108 16.06 0.862 0.0 3.000 0.1490 0.447 Vel = 8.83 H.24 108 0.0 1 Utb 17.0 6.000 150 19.499 to Utr 2.0 16.000 0.0 T.40 108 16.06 0.862 0.0 22.000 0.1493 3.285 Vel = 8.83 T.40 108 9.95 1.5 T 3.443 9.000 150 22.784 to 0.0 3.443 1.732 S.1 104 26.01 1.244 0.0 12.443 0.0610 0.759 Vel = 6.87 S.1 104 to MTR 100 MTR 100 to STIR 100 STR H.21 116 to _H.20 116 H.20 116 to H.7 116 0.0 1.5 2E 3.443 135.000 0.0 3.443 26.01 1.244 0.0 138.443 0.0 1 E 2.336 17.000 T 5.841 9.345 26.01 0.995 G 1.168 26.345 0.0 26.01 0.69 1 Utr 2.0 13.000 0.0 2.000 0.69 0.862 0.0 15.000 4.90 13.01 1 Utr 2.0 18.000 0.0 2.000 13.7 0.862 0.0 20.000 150 25.275 4.732 * * Fixed Loss = 3 0.0610 8.450 Vel = 6.87 150 38.457 0.0 0.1811 4.772 Vel = 10.73 43.229 K Factor = 3.96 150 7.040 0.0 0.0005 0.007 Vel = 0.38 150 7.047 0.0 0.1113 2.226 Vel = 7.53 H.7 116 0.0 1 Utr 2.0 13.000 150 9.273 to 0.0 2.000 0.0 H.8 116 13.7 0.862 0.0 15.000 0.1113 1.669 Vel = 7.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 203RD ST SHORT PLAT PLAN 3232 - Two Head Calculation (H.21 & H.20) Date 3/24/2023 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.8 116 0.0 1 Utr 2.0 7.000 150 10.942 to 0.0 2.000 0.0 T.35 116 13.7 0.862 0.0 9.000 0.1113 1.002 Vel = 7.53 T.35 116 -5.37 1 2Utb 34.0 15.000 150 11.944 to 0.0 28.000 3.465 T.37 108 8.33 0.862 0.0 43.000 0.0443 1.906 Vel = 4.58 T.37 108 -2.97 1 Utr 2.0 22.000 150 17.315 to 0.0 2.000 0.0 T.38 108 5.36 0.862 0.0 24.000 0.0196 0.470 Vel = 2.95 T.38 108 -0.49 1 0.0 2.000 150 17.785 to 0.0 0.0 0.0 T.39 108 4.87 0.862 0.0 2.000 0.0165 0.033 Vel = 2.68 T.39 108 0.49 1 Utr 2.0 8.000 150 17.818 to 0.0 2.000 0.0 H.18 108 5.36 0.862 0.0 10.000 0.0196 0.196 Vel = 2.95 H.18 108 0.0 1 Utr 2.0 12.000 150 18.014 to 0.0 2.000 0.0 H.23 108 5.36 0.862 0.0 14.000 0.0196 0.274 Vel = 2.95 H.23 108 0.0 1 Utr 2.0 10.000 150 18.288 to 0.0 2.000 0.0 H.32 108 5.36 0.862 0.0 12.000 0.0196 0.235 Vel = 2.95 H.32 108 0.0 1 0.0 8.000 150 18.523 to 0.0 0.0 0.0 T.46 108 5.36 0.862 0.0 8.000 0.0195 0.156 Vel = 2.95 T.46 108 0.0 1 Utr 2.0 10.000 150 18.679 to 0.0 2.000 0.0 H.25 108 5.36 0.862 0.0 12.000 0.0196 0.235 Vel = 2.95 H.25 108 0.0 1 Utr 2.0 5.000 150 18.914 to 0.0 2.000 0.0 T.42 108 5.36 0.862 0.0 7.000 0.0197 0.138 Vel = 2.95 0.0 T.42 5.36 19.052 K Factor = 1.23 T.35 116 5.37 1 0.0 5.000 150 11.944 to 0.0 0.0 0.0 H.10 116 5.37 0.862 0.0 5.000 0.0196 0.098 Vel = 2.95 H.10 116 0.0 1 Utr 2.0 16.000 150 12.042 to 0.0 2.000 0.0 H.5 116 5.37 0.862 0.0 18.000 0.0197 0.354 Vel = 2.95 H.5 116 0.0 1 Utr 2.0 13.000 150 12.396 to 0.0 2.000 0.0 H.6 116 5.37 0.862 0.0 15.000 0.0197 0.295 Vel = 2.95 H.6 116 0.0 1 Utr 2.0 10.000 150 12.691 to 0.0 2.000 0.0 T.36 116 5.37 0.862 0.0 12.000 0.0197 0.236 Vel = 2.95 T.36 116 1.61 1 2Utb 34.0 16.000 150 12.927 to 0.0 28.000 3.465 T.34 108 6.98 0.862 0.0 44.000 0.0319 1.404 Vel = 3.84 T.34 108 2.97 1 Utr 2.0 12.000 150 17.796 to 0.0 2.000 0.0 H.9 108 9.95 0.862 0.0 14.000 0.0616 0.862 Vel = 5.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 203RD ST SHORT PLAT PLAN 3232 - Two Head Calculation (H.21 & H.20) Date 3/24/2023 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.9 108 0.0 1 Utr 2.0 5.000 150 18.658 to 0.0 2.000 0.0 H.15 108 9.95 0.862 0.0 7.000 0.0616 0.431 Vel = 5.47 H.15 108 0.0 1 0.0 14.000 150 19.089 to 0.0 0.0 0.0 H.11 108 9.95 0.862 0.0 14.000 0.0616 0.862 Vel = 5.47 H.11 108 0.0 1 Utr 2.0 11.000 150 19.951 to 0.0 2.000 0.0 H.12 108 9.95 0.862 0.0 13.000 0.0616 0.801 Vel = 5.47 H.12 108 0.0 1 Utr 2.0 7.000 150 20.752 to 0.0 2.000 0.0 H.13 108 9.95 0.862 0.0 9.000 0.0616 0.554 Vel = 5.47 H.13 108 0.0 1 Utb 17.0 10.000 150 21.306 to 0.0 14.000 0.0 T.40 108 9.95 0.862 0.0 24.000 0.0616 1.478 Vel = 5.47 0.0 T.40 9.95 22.784 K Factor = 2.08 T.43 116 1.60 1 Utr 2.0 11.000 150 12.698 to 0.0 2.000 0.0 H.22 116 1.6 0.862 0.0 13.000 0.0021 0.027 Vel = 0.88 H.22 116 0.0 1 Utr 2.0 12.000 150 12.725 to 0.0 2.000 0.0 H.30 116 1.6 0.862 0.0 14.000 0.0021 0.029 Vel = 0.88 H.30 116 0.0 1 Utr 2.0 17.000 150 12.754 to 0.0 2.000 0.0 H.33 116 1.6 0.862 0.0 19.000 0.0021 0.040 Vel = 0.88 H.33 116 0.0 1 0.0 6.000 150 12.794 to 0.0 0.0 0.0 H.31 116 1.6 0.862 0.0 6.000 0.0022 0.013 Vel = 0.88 H.31 116 0.0 1 Utr 2.0 11.000 150 12.807 to 0.0 2.000 0.0 H.27 116 1.6 0.862 0.0 13.000 0.0021 0.027 Vel = 0.88 H.27 116 0.0 1 Utr 2.0 20.000 150 12.834 to 0.0 2.000 0.0 H.16 116 1.6 0.862 0.0 22.000 0.0021 0.047 Vel = 0.88 H.16 116 0.0 1 Utr 2.0 10.000 150 12.881 to 0.0 2.000 0.0 H.17 116 1.6 0.862 0.0 12.000 0.0021 0.025 Vel = 0.88 H.17 116 0.0 1 Utr 2.0 8.000 150 12.906 to 0.0 2.000 0.0 T.36 116 1.6 0.862 0.0 10.000 0.0021 0.021 Vel = 0.88 0.0 T.36 1.60 12.927 K Factor = 0.45 T.37 108 2.98 1 Utr 2.0 9.000 150 17.315 to 0.0 2.000 0.0 H.14 108 2.98 0.862 0.0 11.000 0.0065 0.072 Vel = 1.64 H.14 108 0.0 1 Utr 2.0 12.000 150 17.387 to 0.0 2.000 0.0 HA 108 2.98 0.862 0.0 14.000 0.0066 0.093 Vel = 1.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 203RD ST SHORT PLAT PLAN 3232 - Two Head Calculation (H.21 & H.20) Date 3/24/2023 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 HA 108 0.0 1 Utr 2.0 13.000 150 17.480 to 0.0 2.000 0.0 H.3 108 2.98 0.862 0.0 15.000 0.0066 0.099 Vel = 1.64 H.3 108 0.0 1 Utr 2.0 7.000 150 17.579 to 0.0 2.000 0.0 H.2 108 2.98 0.862 0.0 9.000 0.0066 0.059 Vel = 1.64 H.2 108 0.0 1 Utr 2.0 11.000 150 17.638 to 0.0 2.000 0.0 H.1 108 2.98 0.862 0.0 13.000 0.0066 0.086 Vel = 1.64 H.1 108 0.0 1 Utr 2.0 9.000 150 17.724 to 0.0 2.000 0.0 T.34 108 2.98 0.862 0.0 11.000 0.0065 0.072 Vel = 1.64 0.0 T.34 2.98 17.796 K Factor = 0.71 T.38 108 0.49 0.75 Utb 17.0 3.000 150 17.785 to Utr 2.0 19.000 0.0 H.19 108 0.49 0.671 0.0 22.000 0.0008 0.017 Vel = 0.44 H.19 108 0.0 0.75 Utb 17.0 3.000 150 17.802 to 0.0 17.000 0.0 T.39 108 0.49 0.671 0.0 20.000 0.0008 0.016 Vel = 0.44 0.0 T.39 0.49 17.818 K Factor = 0.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087