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Home My WebLink Aboutca_ Hydraulic_Calculations_221006_v1 NFPA-13D Multi-Purpose Fire Sprinkler System PELTRAM PLUMBING, LLC 1929 WEST VALLY HWY S. SUITE 101 AUBURN, WA 98001-6575 • Job Name – Forrest Terrace • Address – 2575 Union Ave NE • Lot # - 25 • Bldg. Permit # - B22003532 • Parcel # - 2597620250 • Plan # - Rome 5043-1 • System Type – NFPA 13D (2016) 3.3.9.3* Multipurpose Piping System. 9/29/2022PR18000081 F22005295 V1 RECEIVED 10/06/2022 aalexander BUILDING DIVISION By: cthomas Date: 10/14/2022 FIRE DEPARTMENT For Construction Subject to Corrections Noted in Red APPROVED NFPA-13D Hydraulic Calculations Peltram Plumbing, LLC Designer of Record: Clyde J. Ward Jr. CoC 2970-0908-A* Level 1 WATER SUPPLY INFO Name of Contractor Peltram Plumbing, LLC UBI #604295656 1929 West Valley Hwy S. Suite 101 Auburn, WA 98001 Main #253-249-0200 Fax #253-891-9248 • Job Name – Forrest Terrace • Address – 2575 Union Ave NE • Lot # - 25 • Bldg. Permit # - B22003532 • Parcel # - 2597620250 • Plan # - Rome 5043-1 SYSTEM DESIGN NOTES • Type of Calculation – NFPA 13D (2013) • Hydraulically Most Remote Single Sprinkler Calculated – H.25 • Hydraulically Most Remote 2 Sprinklers Calculated – H.26, H.33 • Hydraulically Most Remote Mult-Sprinkler Calculated - NA • Listed Flow/Pressure @ Remote Head / H.25 RFC49LL-20 20gpm @ 16.7psi • Listed Flow/Pressure @ Remote Head / H.26 RFC49LL-16 13gpm @ 7psi • Listed Flow/Pressure @ Remote Head / H.33 RFC49LL-16 13gpm @ 7psi • Listed Flow/Pressure @ Remote Head / NA • Maximum Listed Spacing – 20’ x 20’ • Elevation at Highest Point – 24’ Date: Location: Source: Date: 9/29/2022 Summary of All Hydraulic Calculations HydraCAD-R v4.0 Peltram Plumbing, LLC. Page 1 Plan #Rome 5043-1 Date 7/26/2022 ------------------------------------------------------------------------------- ************************************************** Most Demanding Calculation Summary: Hydraulic Requirement for All Plumbing Fixtures: Design Pressure at Supply .......... 25.98 Design Flow at Supply .............. 12 Hydraulically Most Remote Single Sprinkler: Reference Point ..................... H.25 Design Flow at Manifold ............ 20 Total Flow at Supply ............... 20 Design Pressure at Supply .......... 46.86 Pressure Available at Total Flow .... 59.73 Pressure Safety Margin .............. 12.87 Hydraulically Most Remote 2 Sprinkler Calculation: Reference Point 1 .................. H.33 Reference Point 2 .................. H.26 Design Flow at Manifold ............. 26.0076 Total Flow at Supply . ............. 26.0076 Design Pressure at Supply .......... 45.18 Pressure Available at Total Flow .... 59.57 Pressure Safety Margin .............. 14.39 ************************************************** ************************************************************* Calculated Results Color Legend: Color Level of Pressure Design Pressure Code Demand Required Red ****** Most Demanding ........ 46.86 psi Yellow **** Intermediate Demand ... 32.84 - 46.85 psi Green ** Least Demanding ....... 18.81 - 32.83 psi ************************************************************* ****************************************************************** Sprinkler Flow - Supply & Manifold Pressure Summary 1st 1st 2nd 2nd Sprk Design Test Head K- Head K- Flow Supply Manifold Demand Ref Factor Ref Factor (gpm) Press-psi Press-psi Level H.1 4.9 13.0 21.15 9.27 Green ** H.2 4.9 13.0 21.02 9.14 Green ** H.3 4.9 20.0 44.89 26.94 Yellow **** H.4 4.9 13.0 25.89 14.02 Green ** H.5 4.9 13.0 26.02 14.14 Green ** H.6 4.9 20.0 44.52 26.58 Yellow **** H.7 4.9 20.0 38.35 20.40 Yellow **** Summary of All Hydraulic Calculations HydraCAD-R v4.0 Peltram Plumbing, LLC. Page 2 Plan #Rome 5043-1 Date 7/26/2022 ------------------------------------------------------------------------------- Sprinkler Flow - Supply & Manifold Pressure Summary (con't.) 1st 1st 2nd 2nd Sprk Design Test Head K- Head K- Flow Supply Manifold Demand Ref Factor Ref Factor (gpm) Press-psi Press-psi Level H.8 4.9 13.0 20.09 8.21 Green ** H.9 4.9 13.0 20.28 8.40 Green ** H.10 4.9 13.0 20.22 8.35 Green ** H.11 4.9 13.0 26.09 14.21 Green ** H.12 4.9 13.0 20.62 8.74 Green ** H.13 4.9 20.0 46.13 28.18 Yellow **** H.14 4.9 13.0 26.09 14.22 Green ** H.15 4.9 13.0 25.74 13.86 Green ** H.16 4.9 13.0 25.93 14.05 Green ** H.17 4.9 13.0 26.00 14.13 Green ** H.18 4.9 13.0 25.82 13.95 Green ** H.19 4.9 20.0 37.15 19.20 Yellow **** H.20 4.9 13.0 26.99 15.11 Green ** H.21 4.9 13.0 20.58 8.70 Green ** H.22 4.9 13.0 26.02 14.15 Green ** H.23 4.9 13.0 20.29 8.41 Green ** H.24 4.9 13.0 20.19 8.31 Green ** H.25 4.9 20.0 46.86 28.91 -Red- ****** H.26 4.9 13.0 26.23 14.35 Green ** H.27 4.9 20.0 43.81 25.87 Yellow **** H.28 4.9 13.0 20.26 8.38 Green ** H.29 4.9 13.0 19.77 7.89 Green ** H.30 4.9 13.0 19.44 7.56 Green ** H.31 4.9 13.0 18.81 6.93 Green ** H.32 4.9 13.0 25.62 13.74 Green ** H.33 4.9 13.0 26.18 14.30 Green ** H.34 4.9 13.0 26.02 14.14 Green ** H.35 4.9 20.0 40.24 22.30 Yellow **** H.36 4.9 13.0 19.88 8.00 Green ** H.37 4.9 20.0 46.69 28.74 Yellow **** H.38 4.9 13.0 26.20 14.32 Green ** H.39 4.9 13.0 25.88 14.00 Green ** H.40 4.9 13.0 26.64 14.76 Green ** H.41 4.9 20.0 44.72 26.77 Yellow **** H.42 4.9 13.0 21.01 9.13 Green ** H.43 4.9 20.0 40.49 22.54 Yellow **** H.44 4.9 13.0 21.28 9.40 Green ** H.45 4.9 13.0 26.18 14.30 Green ** H.22 4.9 H.34 4.9 26.1 43.63 18.68 Yellow **** H.34 4.9 H.33 4.9 26.1 45.02 20.00 Yellow **** H.33 4.9 H.26 4.9 26.1 45.18 20.22 Yellow **** H.26 4.9 H.22 4.9 26.1 44.80 19.77 Yellow **** H.15 4.9 H.16 4.9 26.1 43.91 18.88 Yellow **** H.1 4.9 H.9 4.9 26.8 38.89 12.96 Yellow **** H.9 4.9 H.10 4.9 26.1 37.33 12.32 Yellow **** H.10 4.9 H.2 4.9 26.7 38.67 12.85 Yellow **** H.2 4.9 H.1 4.9 26.1 40.49 15.49 Yellow **** Summary of All Hydraulic Calculations HydraCAD-R v4.0 Peltram Plumbing, LLC. Page 3 Plan #Rome 5043-1 Date 7/26/2022 ------------------------------------------------------------------------------- Sprinkler Flow - Supply & Manifold Pressure Summary (con't.) 1st 1st 2nd 2nd Sprk Design Test Head K- Head K- Flow Supply Manifold Demand Ref Factor Ref Factor (gpm) Press-psi Press-psi Level H.9 4.9 H.12 4.9 26.2 38.16 12.98 Yellow **** H.12 4.9 H.21 4.9 26.1 38.74 13.78 Yellow **** H.21 4.9 H.23 4.9 26.2 37.98 12.77 Yellow **** H.23 4.9 H.9 4.9 26.1 36.93 11.95 Yellow **** H.23 4.9 H.24 4.9 26.1 37.10 12.12 Yellow **** H.24 4.9 H.10 4.9 26.1 36.13 11.15 Yellow **** H.5 4.9 H.4 4.9 26.1 44.55 19.54 Yellow **** ****************************************************************** Note: TEST MANIFOLD PRESSURE includes 7' elevation adjustment for relocation of orifice created by test device ************************************************** Sprinkler Interconnection Verification Summary Head Non- Total Required Ref: Flowing Flowing Cont'ns Pressure (psi) H.1 1 0 1 21.15 H.2 2 0 2 21.02 H.3 2 0 2 44.89 H.4 1 0 1 25.89 H.5 2 0 2 26.02 H.6 2 0 2 44.52 H.7 2 0 2 38.35 H.8 2 0 2 20.09 H.9 2 0 2 20.28 H.10 2 0 2 20.22 H.11 2 0 2 26.09 H.12 2 0 2 20.62 H.13 2 0 2 46.13 H.14 2 0 2 26.09 H.15 2 0 2 25.74 H.16 1 0 1 25.93 H.17 2 0 2 26.00 H.18 2 0 2 25.82 H.19 2 0 2 37.15 H.20 2 0 2 26.99 H.21 2 0 2 20.58 H.22 2 0 2 26.02 H.23 2 0 2 20.29 H.24 2 0 2 20.19 H.25 2 0 2 46.86 H.26 2 0 2 26.23 H.27 2 0 2 43.81 H.28 2 0 2 20.26 H.29 2 0 2 19.77 H.30 2 0 2 19.44 H.31 2 0 2 18.81 H.32 2 0 2 25.62 H.33 2 0 2 26.18 H.34 2 0 2 26.02 H.35 2 0 2 40.24 H.36 2 0 2 19.88 H.37 2 0 2 46.69 H.38 2 0 2 26.20 H.39 2 0 2 25.88 H.40 2 0 2 26.64 H.41 2 0 2 44.72 H.42 2 0 2 21.01 H.43 2 0 2 40.49 H.44 2 0 2 21.28 H.45 2 0 2 26.18 ************************************************** Summary of All Hydraulic Calculations HydraCAD-R v4.0 Peltram Plumbing, LLC. Page 4 Plan #Rome 5043-1 Date 7/26/2022 ------------------------------------------------------------------------------- ====================================================== Pipe Lengths Pipe From To Computer Calc'd Ref. Hd Ref Hd Ref Length Length 1 : H.2 - H.1 = 11 11 2 : T.47 - H.2 = 9 9 3 : H.1 - T.46 = 2 2 4 : H.4 - H.5 = 11 11 5 : H.3 - T.48 = 4 4 6 : T.48 - H.4 = 3 3 7 : T.47 - T.50 = 3 3 8 : T.49 - H.6 = 1 1 9 : H.6 - H.5 = 9 9 10 : T.46 - T.49 = 22 22 11 : T.50 - T.48 = 17 17 12 : T.50 - H.7 = 1 1 13 : T.51 - H.7 = 2 2 14 : H.11 - T.49 = 9 9 15 : T.51 - H.8 = 3 3 16 : T.56 - H.3 = 12 12 17 : H.10 - T.53 = 15 15 18 : H.9 - T.52 = 14 14 19 : H.8 - T.54 = 2 2 20 : T.54 - H.10 = 7 7 21 : T.53 - H.9 = 2 2 22 : T.55 - H.11 = 7 7 23 : T.52 - H.12 = 1 1 24 : H.14 - T.55 = 2 2 25 : H.13 - T.56 = 5 5 26 : T.57 - H.13 = 5 5 27 : T.53 - T.58 = 17 17 28 : H.15 - H.16 = 12 12 29 : T.54 - T.60 = 9 9 30 : H.14 - H.17 = 4 4 31 : T.58 - H.15 = 5 5 32 : F.1 - T.61 = 10 10 33 : T.58 - T.59 = 1 1 34 : H.20 - T.57 = 8 8 35 : H.12 - H.21 = 10 10 36 : H.18 - T.59 = 3 3 37 : H.18 - H.17 = 9 9 38 : H.19 - T.60 = 6 6 39 : H.19 - T.61 = 3 3 40 : T.62 - H.20 = 4 4 41 : T.68 - H.16 = 11 11 42 : H.25 - T.62 = 4 4 43 : H.21 - T.64 = 2 2 44 : T.63 - H.26 = 2 2 45 : H.22 - T.63 = 11 11 46 : F.4 - T.63 = 10 10 47 : T.65 - H.23 = 5 5 Summary of All Hydraulic Calculations HydraCAD-R v4.0 Peltram Plumbing, LLC. Page 5 Plan #Rome 5043-1 Date 7/26/2022 ------------------------------------------------------------------------------- Pipe Lengths (con't.) Pipe From To Computer Calc'd Ref. Hd Ref Hd Ref Length Length 48 : T.64 - T.65 = 9 9 49 : T.65 - T.67 = 16 16 50 : H.22 - T.66 = 4 4 51 : H.23 - H.24 = 18 18 52 : T.61 - T.72 = 13 13 53 : H.27 - T.68 = 5 5 54 : H.26 - T.69 = 5 5 55 : H.27 - T.67 = 4 4 56 : T.67 - T.66 = 9 9 57 : H.24 - T.70 = 9 9 58 : F.3 - T.69 = 6 6 59 : H.37 - H.25 = 14 14 60 : T.72 - H.30 = 6 6 61 : T.70 - H.28 = 3 3 62 : H.30 - T.71 = 1 1 63 : T.70 - H.29 = 2 2 64 : T.69 - H.33 = 5 5 65 : H.31 - T.72 = 1 1 66 : H.29 - T.71 = 7 7 67 : H.31 - S.1 = 6 6 68 : H.33 - H.34 = 11 11 69 : H.36 - T.71 = 4 4 70 : H.34 - T.74 = 5 5 71 : T.74 - T.75 = 4 4 72 : T.73 - H.32 = 4 4 73 : H.35 - T.74 = 16 16 74 : H.36 - T.73 = 17 17 75 : T.75 - H.38 = 4 4 76 : T.76 - H.37 = 10 10 77 : T.75 - F.5 = 14 14 78 : H.32 - H.39 = 8 8 79 : H.28 - T.80 = 16 16 80 : H.38 - T.77 = 17 17 81 : T.73 - H.41 = 12 12 82 : H.40 - T.76 = 7 7 83 : H.43 - H.35 = 15 15 84 : T.77 - T.82 = 12 12 85 : T.78 - H.40 = 2 2 86 : H.39 - T.81 = 8 8 87 : H.42 - T.79 = 7 7 88 : T.80 - H.42 = 5 5 89 : H.41 - T.78 = 14 14 90 : F.6 - T.81 = 12 12 91 : T.79 - H.44 = 3 3 Summary of All Hydraulic Calculations HydraCAD-R v4.0 Peltram Plumbing, LLC. Page 6 Plan #Rome 5043-1 Date 7/26/2022 ------------------------------------------------------------------------------- Pipe Lengths (con't.) Pipe From To Computer Calc'd Ref. Hd Ref Hd Ref Length Length 92 : H.44 - H.43 = 8 8 93 : T.80 - F.2 = 7 7 94 : T.81 - H.45 = 6 6 95 : H.45 - T.82 = 2 2 ------------------------------------------------------ Total Pipe Length ........... = 718 718 ====================================================== Company NamePage 1 Plan #Rome 5043-1 - One Head Calculation (H.25)Date 7/26/2022 10203040E50R60U70S80S90E100R110P12013014015050 100 150 200 250 300 350 400 450FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 60 C2 - Residual Pressure: 20 C2 - Residual Flow : 300 D1 - Elevation : 10.394 D2 - System Flow : 20.024 D2 - System Pressure : 46.861 Hose ( Demand ) : _______D3 - System Demand : 20.024 Safety Margin : 12.871 D1D2Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company NamePage 2 Plan #Rome 5043-1 - One Head Calculation (H.25)Date 7/26/2022 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Eel *ProPEX 90 Elbow - EP 3.72.34.610.4812.8812.2800000000000000 Etb *ProPEX Tee - Branch - EP 2.30.829.1411.5413.2200000000000000 Etr *ProPEX Tee - Run - EP 10.20.23.961.842.8600000000000000 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Xwm NFPA 13D Water Meter Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 3 Plan #Rome 5043-1 - One Head Calculation (H.25) Date 7/26/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 60.0 20 300.0 59.733 20.02 46.861 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.25 124.0 4.9 16.7 20.02 H.37 124.0 17.85 T.76 124.0 18.46 H.40 124.0 19.19 T.78 124.0 19.31 H.41 124.0 20.46 T.73 124.0 21.6 H.36 112.0 27.07 T.71 112.0 27.45 H.30 112.0 27.49 T.72 112.0 28.21 H.31 112.0 28.63 S.1 106.0 31.94 UDG1 100.0 37.8 MTR 100.0 41.35 CITY 100.0 46.86 T.62 124.0 17.25 H.20 124.0 17.51 T.57 124.0 18.59 H.13 124.0 18.9 T.56 124.0 19.52 H.3 124.0 20.28 T.48 124.0 20.83 T.50 112.0 26.48 H.7 112.0 26.64 T.51 112.0 26.69 H.8 112.0 26.92 T.54 112.0 26.98 T.60 112.0 27.27 H.19 112.0 27.62 T.61 112.0 27.78 H.4 124.0 20.87 H.5 124.0 21.03 H.6 124.0 21.16 T.49 124.0 21.24 H.11 124.0 21.36 T.55 124.0 21.42 H.14 124.0 21.48 H.17 124.0 21.56 H.18 124.0 21.64 T.59 124.0 21.71 T.58 124.0 21.72 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 4 Plan #Rome 5043-1 - One Head Calculation (H.25) Date 7/26/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.53 112.0 26.97 H.10 112.0 26.98 T.46 112.0 26.46 H.1 112.0 26.46 H.2 112.0 26.46 T.47 112.0 26.47 H.32 124.0 21.63 H.39 124.0 21.65 T.81 124.0 21.67 H.45 124.0 21.68 T.82 124.0 21.7 T.77 124.0 21.74 H.38 124.0 21.78 T.75 124.0 21.81 T.74 124.0 21.82 H.35 112.0 27.08 H.43 112.0 27.14 H.44 112.0 27.16 T.79 112.0 27.2 H.42 112.0 27.22 T.80 112.0 27.24 H.28 112.0 27.28 T.70 112.0 27.3 H.29 112.0 27.34 H.15 124.0 21.73 H.16 124.0 21.77 T.68 124.0 21.79 H.27 124.0 21.81 T.67 124.0 21.82 T.65 112.0 27.06 H.23 112.0 27.09 H.24 112.0 27.23 H.9 112.0 26.98 T.52 112.0 27.0 H.12 112.0 27.01 H.21 112.0 27.03 T.64 112.0 27.03 T.66 124.0 21.82 H.22 124.0 21.82 T.63 124.0 21.82 H.26 124.0 21.82 T.69 124.0 21.82 H.33 124.0 21.82 H.34 124.0 21.82 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 5 Plan #Rome 5043-1 - One Head Calculation (H.25) Date 7/26/2022 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 *Remote Head to Supply H.25 124 4.90 9.95 1 Eel 2.3 14.000 150 16.700 to 0.0 4.600 0.0 H.37 124 9.95 0.862 0.0 18.600 0.0616 1.146 Vel = 5.47 H.37 124 0.0 1 0.0 10.000 150 17.846 to 0.0 0.0 0.0 T.76 124 9.95 0.862 0.0 10.000 0.0616 0.616 Vel = 5.47 T.76 124 0.0 1 Eel 2.3 7.000 150 18.462 to Etr 0.2 4.800 0.0 H.40 124 9.95 0.862 0.0 11.800 0.0615 0.726 Vel = 5.47 H.40 124 0.0 1 0.0 2.000 150 19.188 to 0.0 0.0 0.0 T.78 124 9.95 0.862 0.0 2.000 0.0620 0.124 Vel = 5.47 T.78 124 0.0 1 Eel 2.3 14.000 150 19.312 to 0.0 4.600 0.0 H.41 124 9.95 0.862 0.0 18.600 0.0616 1.146 Vel = 5.47 H.41 124 0.0 1 Etb 0.8 12.000 150 20.458 to Eel 2.3 6.600 0.0 T.73 124 9.95 0.862 0.0 18.600 0.0616 1.145 Vel = 5.47 T.73 124 -1.77 1.25 0.0 17.000 150 21.603 to 0.0 0.0 5.197 H.36 112 8.18 1.054 0.0 17.000 0.0161 0.274 Vel = 3.01 H.36 112 0.0 1.25 Etb 9.14 4.000 150 27.074 to Eel 10.48 19.620 0.0 T.71 112 8.18 1.054 0.0 23.620 0.0161 0.380 Vel = 3.01 T.71 112 4.80 1.25 0.0 1.000 150 27.454 to 0.0 0.0 0.0 H.30 112 12.98 1.054 0.0 1.000 0.0370 0.037 Vel = 4.77 H.30 112 0.0 1.25 Etb 9.14 6.000 150 27.491 to Etr 3.96 13.100 0.0 T.72 112 12.98 1.054 0.0 19.100 0.0379 0.723 Vel = 4.77 T.72 112 7.04 1.25 Etr 3.96 1.000 150 28.214 to 0.0 3.960 0.0 H.31 112 20.02 1.054 0.0 4.960 0.0843 0.418 Vel = 7.36 H.31 112 0.0 1.25 T 2.44 6.000 150 28.632 to 0.0 2.440 2.599 S.1 106 20.02 1.054 0.0 8.440 0.0842 0.711 Vel = 7.36 S.1 106 0.0 1.25 E 1.22 35.000 150 31.942 to T 2.44 3.661 2.599 UDG1 100 20.02 1.054 0.0 38.661 0.0843 3.261 Vel = 7.36 UDG1 100 0.0 1.25 E 3.179 100.000 150 37.802 to T 6.358 9.536 0.0 MTR 100 20.02 1.283 0.0 109.536 0.0324 3.546 Vel = 4.97 MTR 100 0.0 1 E 2.778 25.000 150 41.348 to T 6.945 9.722 2.253 * * Fixed Loss = 2.253 CITY 100 20.02 1.031 Xwm 0.0 34.722 0.0939 3.260 Vel = 7.69 0.0 CITY 20.02 46.861 K Factor = 2.92 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 6 Plan #Rome 5043-1 - One Head Calculation (H.25) Date 7/26/2022 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 *New Path H.25 124 10.07 1 Eel 2.3 4.000 150 16.700 to Etr 0.2 4.800 0.0 T.62 124 10.07 0.862 0.0 8.800 0.0630 0.554 Vel = 5.54 T.62 124 0.0 1 0.0 4.000 150 17.254 to 0.0 0.0 0.0 H.20 124 10.07 0.862 0.0 4.000 0.0630 0.252 Vel = 5.54 H.20 124 0.0 1 2Eel 4.6 8.000 150 17.506 to 0.0 9.200 0.0 T.57 124 10.07 0.862 0.0 17.200 0.0630 1.084 Vel = 5.54 T.57 124 0.0 1 0.0 5.000 150 18.590 to 0.0 0.0 0.0 H.13 124 10.07 0.862 0.0 5.000 0.0628 0.314 Vel = 5.54 H.13 124 0.0 1 Eel 2.3 5.000 150 18.904 to Etr 0.2 4.800 0.0 T.56 124 10.07 0.862 0.0 9.800 0.0631 0.618 Vel = 5.54 T.56 124 0.0 1 0.0 12.000 150 19.522 to 0.0 0.0 0.0 H.3 124 10.07 0.862 0.0 12.000 0.0630 0.756 Vel = 5.54 H.3 124 0.0 1 Etr 0.2 4.000 150 20.278 to Eel 2.3 4.800 0.0 T.48 124 10.07 0.862 0.0 8.800 0.0630 0.554 Vel = 5.54 T.48 124 -4.45 1 2Etb 1.6 17.000 150 20.832 to 0.0 4.000 5.197 T.50 112 5.62 0.862 0.0 21.000 0.0214 0.449 Vel = 3.09 T.50 112 0.93 1 Eel 2.3 1.000 150 26.478 to 0.0 4.600 0.0 H.7 112 6.55 0.862 0.0 5.600 0.0286 0.160 Vel = 3.60 H.7 112 0.0 1 0.0 2.000 150 26.638 to 0.0 0.0 0.0 T.51 112 6.55 0.862 0.0 2.000 0.0280 0.056 Vel = 3.60 T.51 112 0.0 1 Eel 2.3 3.000 150 26.694 to Etr 0.2 4.800 0.0 H.8 112 6.55 0.862 0.0 7.800 0.0285 0.222 Vel = 3.60 H.8 112 0.0 1 Etr 0.2 2.000 150 26.916 to 0.0 0.200 0.0 T.54 112 6.55 0.862 0.0 2.200 0.0286 0.063 Vel = 3.60 T.54 112 0.49 1 0.0 9.000 150 26.979 to 0.0 0.0 0.0 T.60 112 7.04 0.862 0.0 9.000 0.0324 0.292 Vel = 3.87 T.60 112 0.0 1 Eel 2.3 6.000 150 27.271 to Etr 0.2 4.800 0.0 H.19 112 7.04 0.862 0.0 10.800 0.0325 0.351 Vel = 3.87 H.19 112 0.0 1 Etb 0.8 3.000 150 27.622 to 0.0 2.000 0.0 T.61 112 7.04 0.862 0.0 5.000 0.0326 0.163 Vel = 3.87 T.61 112 0.0 1 Etr 0.2 13.000 150 27.785 to 0.0 0.200 0.0 T.72 112 7.04 0.862 0.0 13.200 0.0325 0.429 Vel = 3.87 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 7 Plan #Rome 5043-1 - One Head Calculation (H.25) Date 7/26/2022 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 0.0 T.72 7.04 28.214 K Factor = 1.33 *New Path T.48 124 4.45 1 0.0 3.000 150 20.832 to 0.0 0.0 0.0 H.4 124 4.45 0.862 0.0 3.000 0.0140 0.042 Vel = 2.45 H.4 124 0.0 1 Etr 0.2 11.000 150 20.874 to 0.0 0.200 0.0 H.5 124 4.45 0.862 0.0 11.200 0.0139 0.156 Vel = 2.45 H.5 124 0.0 1 0.0 9.000 150 21.030 to 0.0 0.0 0.0 H.6 124 4.45 0.862 0.0 9.000 0.0139 0.125 Vel = 2.45 H.6 124 0.0 1 Etr 0.2 1.000 150 21.155 to Eel 2.3 4.800 0.0 T.49 124 4.45 0.862 0.0 5.800 0.0140 0.081 Vel = 2.45 T.49 124 -0.93 1 Eel 2.3 9.000 150 21.236 to 0.0 4.600 0.0 H.11 124 3.52 0.862 0.0 13.600 0.0090 0.122 Vel = 1.94 H.11 124 0.0 1 0.0 7.000 150 21.358 to 0.0 0.0 0.0 T.55 124 3.52 0.862 0.0 7.000 0.0090 0.063 Vel = 1.94 T.55 124 0.0 1 Eel 2.3 2.000 150 21.421 to Etr 0.2 4.800 0.0 H.14 124 3.52 0.862 0.0 6.800 0.0090 0.061 Vel = 1.94 H.14 124 0.0 1 Eel 2.3 4.000 150 21.482 to 0.0 4.600 0.0 H.17 124 3.52 0.862 0.0 8.600 0.0091 0.078 Vel = 1.94 H.17 124 0.0 1 0.0 9.000 150 21.560 to 0.0 0.0 0.0 H.18 124 3.52 0.862 0.0 9.000 0.0089 0.080 Vel = 1.94 H.18 124 0.0 1 Eel 2.3 3.000 150 21.640 to Etr 0.2 4.800 0.0 T.59 124 3.52 0.862 0.0 7.800 0.0091 0.071 Vel = 1.94 T.59 124 0.0 1 0.0 1.000 150 21.711 to 0.0 0.0 0.0 T.58 124 3.52 0.862 0.0 1.000 0.0090 0.009 Vel = 1.94 T.58 124 -1.60 1 Etr 0.2 17.000 150 21.720 to Etb 0.8 2.200 5.197 T.53 112 1.92 0.862 0.0 19.200 0.0029 0.056 Vel = 1.06 T.53 112 -1.43 1 Etr 0.2 15.000 150 26.973 to 0.0 0.200 0.0 H.10 112 0.49 0.862 0.0 15.200 0.0003 0.004 Vel = 0.27 H.10 112 0.0 1 Etb 0.8 7.000 150 26.977 to 0.0 2.000 0.0 T.54 112 0.49 0.862 0.0 9.000 0.0002 0.002 Vel = 0.27 0.0 T.54 0.49 26.979 K Factor = 0.09 *New Path Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 8 Plan #Rome 5043-1 - One Head Calculation (H.25) Date 7/26/2022 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.49 124 0.94 1 Etb 0.8 22.000 150 21.236 to Eel 2.3 6.600 5.197 T.46 112 0.94 0.862 0.0 28.600 0.0008 0.022 Vel = 0.52 T.46 112 0.0 1 0.0 2.000 150 26.455 to 0.0 0.0 0.0 H.1 112 0.94 0.862 0.0 2.000 0.0005 0.001 Vel = 0.52 H.1 112 0.0 1 Etr 0.2 11.000 150 26.456 to 0.0 0.200 0.0 H.2 112 0.94 0.862 0.0 11.200 0.0008 0.009 Vel = 0.52 H.2 112 0.0 1 0.0 9.000 150 26.465 to 0.0 0.0 0.0 T.47 112 0.94 0.862 0.0 9.000 0.0008 0.007 Vel = 0.52 T.47 112 0.0 1 Etr 0.2 3.000 150 26.472 to Eel 2.3 4.800 0.0 T.50 112 0.94 0.862 0.0 7.800 0.0008 0.006 Vel = 0.52 0.0 T.50 0.94 26.478 K Factor = 0.18 *New Path T.73 124 1.78 1 Etr 0.2 4.000 150 21.603 to Eel 2.3 4.800 0.0 H.32 124 1.78 0.862 0.0 8.800 0.0026 0.023 Vel = 0.98 H.32 124 0.0 1 Etr 0.2 8.000 150 21.626 to 0.0 0.200 0.0 H.39 124 1.78 0.862 0.0 8.200 0.0024 0.020 Vel = 0.98 H.39 124 0.0 1 Etr 0.2 8.000 150 21.646 to 0.0 0.200 0.0 T.81 124 1.78 0.862 0.0 8.200 0.0026 0.021 Vel = 0.98 T.81 124 0.0 1 Etr 0.2 6.000 150 21.667 to 0.0 0.200 0.0 H.45 124 1.78 0.862 0.0 6.200 0.0026 0.016 Vel = 0.98 H.45 124 0.0 1 Eel 2.3 2.000 150 21.683 to 0.0 4.600 0.0 T.82 124 1.78 0.862 0.0 6.600 0.0026 0.017 Vel = 0.98 T.82 124 0.0 1 Eel 2.3 12.000 150 21.700 to 0.0 4.600 0.0 T.77 124 1.78 0.862 0.0 16.600 0.0025 0.042 Vel = 0.98 T.77 124 0.0 1 0.0 17.000 150 21.742 to 0.0 0.0 0.0 H.38 124 1.78 0.862 0.0 17.000 0.0025 0.043 Vel = 0.98 H.38 124 0.0 1 Etb 0.8 4.000 150 21.785 to Eel 2.3 6.600 0.0 T.75 124 1.78 0.862 0.0 10.600 0.0025 0.027 Vel = 0.98 T.75 124 0.0 1 0.0 4.000 150 21.812 to 0.0 0.0 0.0 T.74 124 1.78 0.862 0.0 4.000 0.0025 0.010 Vel = 0.98 T.74 124 0.10 1 Etb 0.8 16.000 150 21.822 to Eel 2.3 6.600 5.197 H.35 112 1.88 0.862 0.0 22.600 0.0028 0.064 Vel = 1.03 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 9 Plan #Rome 5043-1 - One Head Calculation (H.25) Date 7/26/2022 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.35 112 0.0 1 Eel 2.3 15.000 150 27.083 to 0.0 4.600 0.0 H.43 112 1.88 0.862 0.0 19.600 0.0029 0.056 Vel = 1.03 H.43 112 0.0 1 0.0 8.000 150 27.139 to 0.0 0.0 0.0 H.44 112 1.88 0.862 0.0 8.000 0.0028 0.022 Vel = 1.03 H.44 112 0.0 1 2Eel 4.6 3.000 150 27.161 to 0.0 9.200 0.0 T.79 112 1.88 0.862 0.0 12.200 0.0029 0.035 Vel = 1.03 T.79 112 0.0 1 Etr 0.2 7.000 150 27.196 to 0.0 0.200 0.0 H.42 112 1.88 0.862 0.0 7.200 0.0028 0.020 Vel = 1.03 H.42 112 0.0 1 Etb 0.8 5.000 150 27.216 to 0.0 2.000 0.0 T.80 112 1.88 0.862 0.0 7.000 0.0029 0.020 Vel = 1.03 T.80 112 0.0 1 0.0 16.000 150 27.236 to 0.0 0.0 0.0 H.28 112 1.88 0.862 0.0 16.000 0.0028 0.045 Vel = 1.03 H.28 112 0.0 1 Etr 0.2 3.000 150 27.281 to Eel 2.3 4.800 0.0 T.70 112 1.88 0.862 0.0 7.800 0.0028 0.022 Vel = 1.03 T.70 112 2.92 1 Etr 0.2 2.000 150 27.303 to 0.0 0.200 0.0 H.29 112 4.8 0.862 0.0 2.200 0.0159 0.035 Vel = 2.64 H.29 112 0.0 1 Etr 0.2 7.000 150 27.338 to 0.0 0.200 0.0 T.71 112 4.8 0.862 0.0 7.200 0.0161 0.116 Vel = 2.64 0.0 T.71 4.80 27.454 K Factor = 0.92 *New Path T.58 124 1.60 1 Etb 0.8 5.000 150 21.720 to 0.0 2.000 0.0 H.15 124 1.6 0.862 0.0 7.000 0.0020 0.014 Vel = 0.88 H.15 124 0.0 1 Eel 2.3 12.000 150 21.734 to Etr 0.2 4.800 0.0 H.16 124 1.6 0.862 0.0 16.800 0.0021 0.035 Vel = 0.88 H.16 124 0.0 1 0.0 11.000 150 21.769 to 0.0 0.0 0.0 T.68 124 1.6 0.862 0.0 11.000 0.0021 0.023 Vel = 0.88 T.68 124 0.0 1 Eel 2.3 5.000 150 21.792 to Etr 0.2 4.800 0.0 H.27 124 1.6 0.862 0.0 9.800 0.0020 0.020 Vel = 0.88 H.27 124 0.0 1 Etr 0.2 4.000 150 21.812 to 0.0 0.200 0.0 T.67 124 1.6 0.862 0.0 4.200 0.0021 0.009 Vel = 0.88 T.67 124 -0.11 1 2Etb 1.6 16.000 150 21.821 to 0.0 4.000 5.197 T.65 112 1.49 0.862 0.0 20.000 0.0018 0.037 Vel = 0.82 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 10 Plan #Rome 5043-1 - One Head Calculation (H.25) Date 7/26/2022 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.65 112 1.43 1 Etr 0.2 5.000 150 27.055 to 0.0 0.200 0.0 H.23 112 2.92 0.862 0.0 5.200 0.0063 0.033 Vel = 1.61 H.23 112 0.0 1 Eel 2.3 18.000 150 27.088 to 0.0 4.600 0.0 H.24 112 2.92 0.862 0.0 22.600 0.0064 0.145 Vel = 1.61 H.24 112 0.0 1 Etb 0.8 9.000 150 27.233 to 0.0 2.000 0.0 T.70 112 2.92 0.862 0.0 11.000 0.0064 0.070 Vel = 1.61 0.0 T.70 2.92 27.303 K Factor = 0.56 *New Path T.53 112 1.43 1 0.0 2.000 150 26.973 to 0.0 0.0 0.0 H.9 112 1.43 0.862 0.0 2.000 0.0020 0.004 Vel = 0.79 H.9 112 0.0 1 Etr 0.2 14.000 150 26.977 to 0.0 0.200 0.0 T.52 112 1.43 0.862 0.0 14.200 0.0017 0.024 Vel = 0.79 T.52 112 0.0 1 Eel 2.3 1.000 150 27.001 to Etr 0.2 4.800 0.0 H.12 112 1.43 0.862 0.0 5.800 0.0017 0.010 Vel = 0.79 H.12 112 0.0 1 Etr 0.2 10.000 150 27.011 to 0.0 0.200 0.0 H.21 112 1.43 0.862 0.0 10.200 0.0017 0.017 Vel = 0.79 H.21 112 0.0 1 0.0 2.000 150 27.028 to 0.0 0.0 0.0 T.64 112 1.43 0.862 0.0 2.000 0.0020 0.004 Vel = 0.79 T.64 112 0.0 1 Eel 2.3 9.000 150 27.032 to 0.0 4.600 0.0 T.65 112 1.43 0.862 0.0 13.600 0.0017 0.023 Vel = 0.79 0.0 T.65 1.43 27.055 K Factor = 0.27 *New Path T.67 124 0.10 1 Eel 2.3 9.000 150 21.821 to 0.0 4.600 0.0 T.66 124 0.1 0.862 0.0 13.600 0 0.0 Vel = 0.05 T.66 124 0.0 1 0.0 4.000 150 21.821 to 0.0 0.0 0.0 H.22 124 0.1 0.862 0.0 4.000 0 0.0 Vel = 0.05 H.22 124 0.0 1 Eel 2.3 11.000 150 21.821 to 0.0 4.600 0.0 T.63 124 0.1 0.862 0.0 15.600 0.0001 0.001 Vel = 0.05 T.63 124 0.0 1 Etb 0.8 2.000 150 21.822 to Etr 0.2 2.200 0.0 H.26 124 0.1 0.862 0.0 4.200 0 0.0 Vel = 0.05 H.26 124 0.0 1 Etr 0.2 5.000 150 21.822 to 0.0 0.200 0.0 T.69 124 0.1 0.862 0.0 5.200 0 0.0 Vel = 0.05 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 11 Plan #Rome 5043-1 - One Head Calculation (H.25) Date 7/26/2022 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.69 124 0.0 1 Eel 2.3 5.000 150 21.822 to 0.0 4.600 0.0 H.33 124 0.1 0.862 0.0 9.600 0 0.0 Vel = 0.05 H.33 124 0.0 1 Etr 0.2 11.000 150 21.822 to 0.0 0.200 0.0 H.34 124 0.1 0.862 0.0 11.200 0 0.0 Vel = 0.05 H.34 124 0.0 1 Etr 0.2 5.000 150 21.822 to 0.0 0.200 0.0 T.74 124 0.1 0.862 0.0 5.200 0 0.0 Vel = 0.05 0.0 T.74 0.10 21.822 K Factor = 0.02 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company NamePage 1 Plan #Rome 5043-1 - Two Head Calculation (H.26 & H.33)Date 7/26/2022 10203040E50R60U70S80S90E100R110P12013014015050 100 150 200 250 300 350 400 450FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 60 C2 - Residual Pressure: 20 C2 - Residual Flow : 300 D1 - Elevation : 10.394 D2 - System Flow : 26.008 D2 - System Pressure : 45.180 Hose ( Demand ) : _______D3 - System Demand : 26.008 Safety Margin : 14.386 D1D2Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company NamePage 2 Plan #Rome 5043-1 - Two Head Calculation (H.26 & H.33)Date 7/26/2022 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Eel *ProPEX 90 Elbow - EP 3.72.34.610.4812.8812.2800000000000000 Etb *ProPEX Tee - Branch - EP 2.30.829.1411.5413.2200000000000000 Etr *ProPEX Tee - Run - EP 10.20.23.961.842.8600000000000000 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Xwm NFPA 13D Water Meter Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 3 Plan #Rome 5043-1 - Two Head Calculation (H.26 & H.33) Date 7/26/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 60.0 20 300.0 59.566 26.01 45.18 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.26 124.0 4.9 7.04 13.0 T.63 124.0 7.43 H.22 124.0 8.86 T.66 124.0 9.23 T.67 124.0 10.48 T.65 112.0 16.35 T.64 112.0 16.44 H.21 112.0 16.45 H.12 112.0 16.52 T.52 112.0 16.56 H.9 112.0 16.65 T.53 112.0 16.67 H.10 112.0 16.96 T.54 112.0 17.14 T.60 112.0 17.54 H.19 112.0 18.01 T.61 112.0 18.23 T.72 112.0 18.82 H.31 112.0 19.5 S.1 106.0 23.25 UDG1 100.0 31.14 MTR 100.0 36.89 CITY 100.0 45.18 T.69 124.0 7.04 H.33 124.0 4.9 7.05 13.01 H.34 124.0 8.28 T.74 124.0 8.86 H.35 112.0 14.68 H.43 112.0 15.22 H.44 112.0 15.44 T.79 112.0 15.77 H.42 112.0 15.97 T.80 112.0 16.17 H.28 112.0 16.61 T.70 112.0 16.82 H.29 112.0 16.97 T.71 112.0 17.47 H.30 112.0 17.54 T.75 124.0 8.99 H.38 124.0 9.35 T.77 124.0 9.93 T.82 124.0 10.49 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 4 Plan #Rome 5043-1 - Two Head Calculation (H.26 & H.33) Date 7/26/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.45 124.0 10.71 T.81 124.0 10.92 H.39 124.0 11.2 H.32 124.0 11.48 T.73 124.0 11.78 H.36 112.0 17.18 H.27 124.0 10.56 T.68 124.0 10.74 H.16 124.0 10.95 H.15 124.0 11.26 T.58 124.0 11.39 H.23 112.0 16.41 H.24 112.0 16.69 T.59 124.0 11.4 H.18 124.0 11.44 H.17 124.0 11.5 H.14 124.0 11.55 T.55 124.0 11.6 H.11 124.0 11.64 T.49 124.0 11.72 T.46 112.0 16.97 H.1 112.0 16.97 H.2 112.0 16.99 T.47 112.0 17.0 T.50 112.0 17.02 H.7 112.0 17.06 T.51 112.0 17.07 H.8 112.0 17.12 H.6 124.0 11.74 H.5 124.0 11.75 H.4 124.0 11.77 T.48 124.0 11.78 H.41 124.0 11.78 T.78 124.0 11.78 H.40 124.0 11.78 T.76 124.0 11.78 H.37 124.0 11.78 H.25 124.0 11.78 T.62 124.0 11.78 H.20 124.0 11.78 T.57 124.0 11.78 H.13 124.0 11.78 T.56 124.0 11.78 H.3 124.0 11.78 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 5 Plan #Rome 5043-1 - Two Head Calculation (H.26 & H.33) Date 7/26/2022 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 *Remote Head to Supply H.26 124 4.90 12.36 1 Etb 0.8 2.000 150 7.040 to Etr 0.2 2.200 0.0 T.63 124 12.36 0.862 0.0 4.200 0.0919 0.386 Vel = 6.80 T.63 124 0.0 1 Eel 2.3 11.000 150 7.426 to 0.0 4.600 0.0 H.22 124 12.36 0.862 0.0 15.600 0.0921 1.436 Vel = 6.80 H.22 124 0.0 1 0.0 4.000 150 8.862 to 0.0 0.0 0.0 T.66 124 12.36 0.862 0.0 4.000 0.0920 0.368 Vel = 6.80 T.66 124 0.0 1 Eel 2.3 9.000 150 9.230 to 0.0 4.600 0.0 T.67 124 12.36 0.862 0.0 13.600 0.0921 1.252 Vel = 6.80 T.67 124 -5.21 1 2Etb 1.6 16.000 150 10.482 to 0.0 4.000 5.197 T.65 112 7.15 0.862 0.0 20.000 0.0334 0.668 Vel = 3.93 T.65 112 -4.15 1 Eel 2.3 9.000 150 16.347 to 0.0 4.600 0.0 T.64 112 3.0 0.862 0.0 13.600 0.0067 0.091 Vel = 1.65 T.64 112 0.0 1 0.0 2.000 150 16.438 to 0.0 0.0 0.0 H.21 112 3.0 0.862 0.0 2.000 0.0070 0.014 Vel = 1.65 H.21 112 0.0 1 Etr 0.2 10.000 150 16.452 to 0.0 0.200 0.0 H.12 112 3.0 0.862 0.0 10.200 0.0067 0.068 Vel = 1.65 H.12 112 0.0 1 Eel 2.3 1.000 150 16.520 to Etr 0.2 4.800 0.0 T.52 112 3.0 0.862 0.0 5.800 0.0067 0.039 Vel = 1.65 T.52 112 0.0 1 Etr 0.2 14.000 150 16.559 to 0.0 0.200 0.0 H.9 112 3.0 0.862 0.0 14.200 0.0067 0.095 Vel = 1.65 H.9 112 0.0 1 0.0 2.000 150 16.654 to 0.0 0.0 0.0 T.53 112 3.0 0.862 0.0 2.000 0.0065 0.013 Vel = 1.65 T.53 112 2.33 1 Etr 0.2 15.000 150 16.667 to 0.0 0.200 0.0 H.10 112 5.33 0.862 0.0 15.200 0.0194 0.295 Vel = 2.93 H.10 112 0.0 1 Etb 0.8 7.000 150 16.962 to 0.0 2.000 0.0 T.54 112 5.33 0.862 0.0 9.000 0.0193 0.174 Vel = 2.93 T.54 112 3.00 1 0.0 9.000 150 17.136 to 0.0 0.0 0.0 T.60 112 8.33 0.862 0.0 9.000 0.0443 0.399 Vel = 4.58 T.60 112 0.0 1 Eel 2.3 6.000 150 17.535 to Etr 0.2 4.800 0.0 H.19 112 8.33 0.862 0.0 10.800 0.0443 0.478 Vel = 4.58 H.19 112 0.0 1 Etb 0.8 3.000 150 18.013 to 0.0 2.000 0.0 T.61 112 8.33 0.862 0.0 5.000 0.0442 0.221 Vel = 4.58 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 6 Plan #Rome 5043-1 - Two Head Calculation (H.26 & H.33) Date 7/26/2022 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.61 112 0.0 1 Etr 0.2 13.000 150 18.234 to 0.0 0.200 0.0 T.72 112 8.33 0.862 0.0 13.200 0.0443 0.585 Vel = 4.58 T.72 112 17.68 1.25 Etr 3.96 1.000 150 18.819 to 0.0 3.960 0.0 H.31 112 26.01 1.054 0.0 4.960 0.1369 0.679 Vel = 9.56 H.31 112 0.0 1.25 T 2.44 6.000 150 19.498 to 0.0 2.440 2.599 S.1 106 26.01 1.054 0.0 8.440 0.1367 1.154 Vel = 9.56 S.1 106 0.0 1.25 E 1.22 35.000 150 23.251 to T 2.44 3.661 2.599 UDG1 100 26.01 1.054 0.0 38.661 0.1368 5.288 Vel = 9.56 UDG1 100 0.0 1.25 E 3.179 100.000 150 31.138 to T 6.358 9.536 0.0 MTR 100 26.01 1.283 0.0 109.536 0.0525 5.752 Vel = 6.45 MTR 100 0.0 1 E 2.778 25.000 150 36.890 to T 6.945 9.722 3.002 * * Fixed Loss = 3.002 CITY 100 26.01 1.031 Xwm 0.0 34.722 0.1523 5.288 Vel = 10.00 0.0 CITY 26.01 45.180 K Factor = 3.87 *New Path H.26 124 0.64 1 Etr 0.2 5.000 150 7.040 to 0.0 0.200 0.0 T.69 124 0.64 0.862 0.0 5.200 0.0004 0.002 Vel = 0.35 T.69 124 0.0 1 Eel 2.3 5.000 150 7.042 to 0.0 4.600 0.0 H.33 124 0.64 0.862 0.0 9.600 0.0004 0.004 Vel = 0.35 H.33 124 4.90 13.00 1 Etr 0.2 11.000 150 7.046 to 0.0 0.200 0.0 H.34 124 13.64 0.862 0.0 11.200 0.1104 1.237 Vel = 7.50 H.34 124 0.0 1 Etr 0.2 5.000 150 8.283 to 0.0 0.200 0.0 T.74 124 13.64 0.862 0.0 5.200 0.1104 0.574 Vel = 7.50 T.74 124 -7.20 1 Etb 0.8 16.000 150 8.857 to Eel 2.3 6.600 5.197 H.35 112 6.44 0.862 0.0 22.600 0.0276 0.623 Vel = 3.54 H.35 112 0.0 1 Eel 2.3 15.000 150 14.677 to 0.0 4.600 0.0 H.43 112 6.44 0.862 0.0 19.600 0.0276 0.541 Vel = 3.54 H.43 112 0.0 1 0.0 8.000 150 15.218 to 0.0 0.0 0.0 H.44 112 6.44 0.862 0.0 8.000 0.0275 0.220 Vel = 3.54 H.44 112 0.0 1 2Eel 4.6 3.000 150 15.438 to 0.0 9.200 0.0 T.79 112 6.44 0.862 0.0 12.200 0.0275 0.336 Vel = 3.54 T.79 112 0.0 1 Etr 0.2 7.000 150 15.774 to 0.0 0.200 0.0 H.42 112 6.44 0.862 0.0 7.200 0.0276 0.199 Vel = 3.54 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 7 Plan #Rome 5043-1 - Two Head Calculation (H.26 & H.33) Date 7/26/2022 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.42 112 0.0 1 Etb 0.8 5.000 150 15.973 to 0.0 2.000 0.0 T.80 112 6.44 0.862 0.0 7.000 0.0276 0.193 Vel = 3.54 T.80 112 0.0 1 0.0 16.000 150 16.166 to 0.0 0.0 0.0 H.28 112 6.44 0.862 0.0 16.000 0.0276 0.441 Vel = 3.54 H.28 112 0.0 1 Etr 0.2 3.000 150 16.607 to Eel 2.3 4.800 0.0 T.70 112 6.44 0.862 0.0 7.800 0.0276 0.215 Vel = 3.54 T.70 112 4.16 1 Etr 0.2 2.000 150 16.822 to 0.0 0.200 0.0 H.29 112 10.6 0.862 0.0 2.200 0.0691 0.152 Vel = 5.83 H.29 112 0.0 1 Etr 0.2 7.000 150 16.974 to 0.0 0.200 0.0 T.71 112 10.6 0.862 0.0 7.200 0.0693 0.499 Vel = 5.83 T.71 112 7.08 1.25 0.0 1.000 150 17.473 to 0.0 0.0 0.0 H.30 112 17.68 1.054 0.0 1.000 0.0670 0.067 Vel = 6.50 H.30 112 0.0 1.25 Etb 9.14 6.000 150 17.540 to Etr 3.96 13.100 0.0 T.72 112 17.68 1.054 0.0 19.100 0.0670 1.279 Vel = 6.50 0.0 T.72 17.68 18.819 K Factor = 4.08 *New Path T.74 124 7.20 1 0.0 4.000 150 8.857 to 0.0 0.0 0.0 T.75 124 7.2 0.862 0.0 4.000 0.0338 0.135 Vel = 3.96 T.75 124 0.0 1 Etb 0.8 4.000 150 8.992 to Eel 2.3 6.600 0.0 H.38 124 7.2 0.862 0.0 10.600 0.0339 0.359 Vel = 3.96 H.38 124 0.0 1 0.0 17.000 150 9.351 to 0.0 0.0 0.0 T.77 124 7.2 0.862 0.0 17.000 0.0338 0.575 Vel = 3.96 T.77 124 0.0 1 Eel 2.3 12.000 150 9.926 to 0.0 4.600 0.0 T.82 124 7.2 0.862 0.0 16.600 0.0339 0.562 Vel = 3.96 T.82 124 0.0 1 Eel 2.3 2.000 150 10.488 to 0.0 4.600 0.0 H.45 124 7.2 0.862 0.0 6.600 0.0339 0.224 Vel = 3.96 H.45 124 0.0 1 Etr 0.2 6.000 150 10.712 to 0.0 0.200 0.0 T.81 124 7.2 0.862 0.0 6.200 0.0339 0.210 Vel = 3.96 T.81 124 0.0 1 Etr 0.2 8.000 150 10.922 to 0.0 0.200 0.0 H.39 124 7.2 0.862 0.0 8.200 0.0338 0.277 Vel = 3.96 H.39 124 0.0 1 Etr 0.2 8.000 150 11.199 to 0.0 0.200 0.0 H.32 124 7.2 0.862 0.0 8.200 0.0339 0.278 Vel = 3.96 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 8 Plan #Rome 5043-1 - Two Head Calculation (H.26 & H.33) Date 7/26/2022 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.32 124 0.0 1 Etr 0.2 4.000 150 11.477 to Eel 2.3 4.800 0.0 T.73 124 7.2 0.862 0.0 8.800 0.0339 0.298 Vel = 3.96 T.73 124 -0.12 1.25 0.0 17.000 150 11.775 to 0.0 0.0 5.197 H.36 112 7.08 1.054 0.0 17.000 0.0123 0.209 Vel = 2.60 H.36 112 0.0 1.25 Etb 9.14 4.000 150 17.181 to Eel 10.48 19.620 0.0 T.71 112 7.08 1.054 0.0 23.620 0.0124 0.292 Vel = 2.60 0.0 T.71 7.08 17.473 K Factor = 1.69 *New Path T.67 124 5.21 1 Etr 0.2 4.000 150 10.482 to 0.0 0.200 0.0 H.27 124 5.21 0.862 0.0 4.200 0.0186 0.078 Vel = 2.86 H.27 124 0.0 1 Eel 2.3 5.000 150 10.560 to Etr 0.2 4.800 0.0 T.68 124 5.21 0.862 0.0 9.800 0.0186 0.182 Vel = 2.86 T.68 124 0.0 1 0.0 11.000 150 10.742 to 0.0 0.0 0.0 H.16 124 5.21 0.862 0.0 11.000 0.0186 0.205 Vel = 2.86 H.16 124 0.0 1 Eel 2.3 12.000 150 10.947 to Etr 0.2 4.800 0.0 H.15 124 5.21 0.862 0.0 16.800 0.0186 0.312 Vel = 2.86 H.15 124 0.0 1 Etb 0.8 5.000 150 11.259 to 0.0 2.000 0.0 T.58 124 5.21 0.862 0.0 7.000 0.0187 0.131 Vel = 2.86 T.58 124 -2.88 1 Etr 0.2 17.000 150 11.390 to Etb 0.8 2.200 5.197 T.53 112 2.33 0.862 0.0 19.200 0.0042 0.080 Vel = 1.28 0.0 T.53 2.33 16.667 K Factor = 0.57 *New Path T.65 112 4.15 1 Etr 0.2 5.000 150 16.347 to 0.0 0.200 0.0 H.23 112 4.15 0.862 0.0 5.200 0.0123 0.064 Vel = 2.28 H.23 112 0.0 1 Eel 2.3 18.000 150 16.411 to 0.0 4.600 0.0 H.24 112 4.15 0.862 0.0 22.600 0.0123 0.277 Vel = 2.28 H.24 112 0.0 1 Etb 0.8 9.000 150 16.688 to 0.0 2.000 0.0 T.70 112 4.15 0.862 0.0 11.000 0.0122 0.134 Vel = 2.28 0.0 T.70 4.15 16.822 K Factor = 1.01 *New Path T.58 124 2.88 1 0.0 1.000 150 11.390 to 0.0 0.0 0.0 T.59 124 2.88 0.862 0.0 1.000 0.0060 0.006 Vel = 1.58 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 9 Plan #Rome 5043-1 - Two Head Calculation (H.26 & H.33) Date 7/26/2022 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.59 124 0.0 1 Eel 2.3 3.000 150 11.396 to Etr 0.2 4.800 0.0 H.18 124 2.88 0.862 0.0 7.800 0.0062 0.048 Vel = 1.58 H.18 124 0.0 1 0.0 9.000 150 11.444 to 0.0 0.0 0.0 H.17 124 2.88 0.862 0.0 9.000 0.0062 0.056 Vel = 1.58 H.17 124 0.0 1 Eel 2.3 4.000 150 11.500 to 0.0 4.600 0.0 H.14 124 2.88 0.862 0.0 8.600 0.0063 0.054 Vel = 1.58 H.14 124 0.0 1 Eel 2.3 2.000 150 11.554 to Etr 0.2 4.800 0.0 T.55 124 2.88 0.862 0.0 6.800 0.0062 0.042 Vel = 1.58 T.55 124 0.0 1 0.0 7.000 150 11.596 to 0.0 0.0 0.0 H.11 124 2.88 0.862 0.0 7.000 0.0063 0.044 Vel = 1.58 H.11 124 0.0 1 Eel 2.3 9.000 150 11.640 to 0.0 4.600 0.0 T.49 124 2.88 0.862 0.0 13.600 0.0062 0.084 Vel = 1.58 T.49 124 -1.48 1 Etb 0.8 22.000 150 11.724 to Eel 2.3 6.600 5.197 T.46 112 1.4 0.862 0.0 28.600 0.0017 0.048 Vel = 0.77 T.46 112 0.0 1 0.0 2.000 150 16.969 to 0.0 0.0 0.0 H.1 112 1.4 0.862 0.0 2.000 0.0015 0.003 Vel = 0.77 H.1 112 0.0 1 Etr 0.2 11.000 150 16.972 to 0.0 0.200 0.0 H.2 112 1.4 0.862 0.0 11.200 0.0016 0.018 Vel = 0.77 H.2 112 0.0 1 0.0 9.000 150 16.990 to 0.0 0.0 0.0 T.47 112 1.4 0.862 0.0 9.000 0.0017 0.015 Vel = 0.77 T.47 112 0.0 1 Etr 0.2 3.000 150 17.005 to Eel 2.3 4.800 0.0 T.50 112 1.4 0.862 0.0 7.800 0.0017 0.013 Vel = 0.77 T.50 112 1.60 1 Eel 2.3 1.000 150 17.018 to 0.0 4.600 0.0 H.7 112 3.0 0.862 0.0 5.600 0.0068 0.038 Vel = 1.65 H.7 112 0.0 1 0.0 2.000 150 17.056 to 0.0 0.0 0.0 T.51 112 3.0 0.862 0.0 2.000 0.0065 0.013 Vel = 1.65 T.51 112 0.0 1 Eel 2.3 3.000 150 17.069 to Etr 0.2 4.800 0.0 H.8 112 3.0 0.862 0.0 7.800 0.0067 0.052 Vel = 1.65 H.8 112 0.0 1 Etr 0.2 2.000 150 17.121 to 0.0 0.200 0.0 T.54 112 3.0 0.862 0.0 2.200 0.0068 0.015 Vel = 1.65 0.0 T.54 3.00 17.136 K Factor = 0.72 *New Path Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 10 Plan #Rome 5043-1 - Two Head Calculation (H.26 & H.33) Date 7/26/2022 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.49 124 1.48 1 Etr 0.2 1.000 150 11.724 to Eel 2.3 4.800 0.0 H.6 124 1.48 0.862 0.0 5.800 0.0019 0.011 Vel = 0.81 H.6 124 0.0 1 0.0 9.000 150 11.735 to 0.0 0.0 0.0 H.5 124 1.48 0.862 0.0 9.000 0.0018 0.016 Vel = 0.81 H.5 124 0.0 1 Etr 0.2 11.000 150 11.751 to 0.0 0.200 0.0 H.4 124 1.48 0.862 0.0 11.200 0.0019 0.021 Vel = 0.81 H.4 124 0.0 1 0.0 3.000 150 11.772 to 0.0 0.0 0.0 T.48 124 1.48 0.862 0.0 3.000 0.0017 0.005 Vel = 0.81 T.48 124 0.12 1 2Etb 1.6 17.000 150 11.777 to 0.0 4.000 5.197 T.50 112 1.6 0.862 0.0 21.000 0.0021 0.044 Vel = 0.88 0.0 T.50 1.60 17.018 K Factor = 0.39 *New Path T.73 124 0.12 1 Etb 0.8 12.000 150 11.775 to Eel 2.3 6.600 0.0 H.41 124 0.12 0.862 0.0 18.600 0 0.0 Vel = 0.07 H.41 124 0.0 1 Eel 2.3 14.000 150 11.775 to 0.0 4.600 0.0 T.78 124 0.12 0.862 0.0 18.600 0 0.0 Vel = 0.07 T.78 124 0.0 1 0.0 2.000 150 11.775 to 0.0 0.0 0.0 H.40 124 0.12 0.862 0.0 2.000 0 0.0 Vel = 0.07 H.40 124 0.0 1 Eel 2.3 7.000 150 11.775 to Etr 0.2 4.800 0.0 T.76 124 0.12 0.862 0.0 11.800 0.0001 0.001 Vel = 0.07 T.76 124 0.0 1 0.0 10.000 150 11.776 to 0.0 0.0 0.0 H.37 124 0.12 0.862 0.0 10.000 0 0.0 Vel = 0.07 H.37 124 0.0 1 Eel 2.3 14.000 150 11.776 to 0.0 4.600 0.0 H.25 124 0.12 0.862 0.0 18.600 0 0.0 Vel = 0.07 H.25 124 0.0 1 Eel 2.3 4.000 150 11.776 to Etr 0.2 4.800 0.0 T.62 124 0.12 0.862 0.0 8.800 0 0.0 Vel = 0.07 T.62 124 0.0 1 0.0 4.000 150 11.776 to 0.0 0.0 0.0 H.20 124 0.12 0.862 0.0 4.000 0 0.0 Vel = 0.07 H.20 124 0.0 1 2Eel 4.6 8.000 150 11.776 to 0.0 9.200 0.0 T.57 124 0.12 0.862 0.0 17.200 0 0.0 Vel = 0.07 T.57 124 0.0 1 0.0 5.000 150 11.776 to 0.0 0.0 0.0 H.13 124 0.12 0.862 0.0 5.000 0 0.0 Vel = 0.07 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 11 Plan #Rome 5043-1 - Two Head Calculation (H.26 & H.33) Date 7/26/2022 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.13 124 0.0 1 Eel 2.3 5.000 150 11.776 to Etr 0.2 4.800 0.0 T.56 124 0.12 0.862 0.0 9.800 0.0001 0.001 Vel = 0.07 T.56 124 0.0 1 0.0 12.000 150 11.777 to 0.0 0.0 0.0 H.3 124 0.12 0.862 0.0 12.000 0 0.0 Vel = 0.07 H.3 124 0.0 1 Etr 0.2 4.000 150 11.777 to Eel 2.3 4.800 0.0 T.48 124 0.12 0.862 0.0 8.800 0 0.0 Vel = 0.07 0.0 T.48 0.12 11.777 K Factor = 0.03 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company NamePage 1 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?)Date 7/26/2022 10203040E50R60U70S80S90E100R110P12013014015050 100 150 200 250 300 350 400 450FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 60 C2 - Residual Pressure: 20 C2 - Residual Flow : 300 D1 - Elevation : 10.394 D2 - System Flow : 12 D2 - System Pressure : 25.982 Hose ( Demand ) : _______D3 - System Demand : 12 Safety Margin : 33.914 D1D2Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company NamePage 2 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?)Date 7/26/2022 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Eel *ProPEX 90 Elbow - EP 3.72.34.610.4812.8812.2800000000000000 Etb *ProPEX Tee - Branch - EP 2.30.829.1411.5413.2200000000000000 Etr *ProPEX Tee - Run - EP 10.20.23.961.842.8600000000000000 R *Plg Fixture Ftg .2.2.2.2.2.2.2.2000000000000 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Xwm NFPA 13D Water Meter Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 3 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 60.0 20 300.0 59.896 12.0 25.982 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes F.1 112.0 13.93 2.0 F.2 112.0 13.72 2.0 F.3 124.0 8.37 2.0 F.4 124.0 8.23 2.0 F.5 124.0 8.0 2.0 F.6 124.0 8.14 2.0 H.2 112.0 14.42 T.47 112.0 14.43 H.1 112.0 14.42 H.4 124.0 9.22 H.5 124.0 9.22 H.3 124.0 9.22 T.48 124.0 9.22 T.49 124.0 9.22 H.6 124.0 9.22 T.46 112.0 14.42 T.50 112.0 14.43 H.7 112.0 14.43 T.51 112.0 14.44 H.11 124.0 9.21 T.56 124.0 9.22 H.10 112.0 14.43 H.9 112.0 14.4 H.8 112.0 14.44 T.54 112.0 14.45 T.53 112.0 14.4 T.55 124.0 9.21 T.52 112.0 14.39 H.14 124.0 9.21 H.13 124.0 9.22 T.57 124.0 9.22 H.15 124.0 9.18 H.16 124.0 9.15 T.60 112.0 14.49 H.17 124.0 9.2 T.58 124.0 9.19 T.59 124.0 9.19 H.20 124.0 9.22 H.12 112.0 14.38 H.18 124.0 9.2 H.19 112.0 14.55 T.62 124.0 9.21 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 4 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.68 124.0 9.14 H.25 124.0 9.21 H.21 112.0 14.38 T.63 124.0 8.87 H.22 124.0 8.99 T.65 112.0 14.36 T.64 112.0 14.37 T.66 124.0 9.02 H.23 112.0 14.37 T.61 112.0 14.58 H.27 124.0 9.12 H.26 124.0 8.87 T.67 124.0 9.12 H.24 112.0 14.38 H.37 124.0 9.21 T.72 112.0 14.78 T.70 112.0 14.39 H.30 112.0 14.52 T.71 112.0 14.51 T.69 124.0 8.86 H.31 112.0 14.94 H.29 112.0 14.42 H.33 124.0 8.87 H.36 112.0 14.45 H.34 124.0 8.87 T.74 124.0 8.88 T.73 124.0 9.2 H.35 112.0 14.11 T.75 124.0 8.88 T.76 124.0 9.21 H.32 124.0 9.12 H.28 112.0 14.33 H.38 124.0 8.9 H.40 124.0 9.21 H.43 112.0 14.14 T.77 124.0 8.93 T.82 124.0 8.96 T.78 124.0 9.21 H.39 124.0 9.05 H.42 112.0 14.18 T.80 112.0 14.19 H.41 124.0 9.2 T.79 112.0 14.17 H.44 112.0 14.15 T.81 124.0 8.98 H.45 124.0 8.97 S.1 106.0 17.81 UDG1 100.0 21.68 MTR 100.0 23.05 CITY 100.0 25.98 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 5 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 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 *System Supply Piping F.1 112 + 2.00 2.00 0.5 Etr 1.0 10.000 150 13.932 to R 0.2 1.200 0.0 T.61 112 2.0 0.475 0.0 11.200 0.0576 0.645 Vel = 3.62 0.0 T.61 2.00 14.577 K Factor = 0.52 F.2 112 + 2.00 2.00 0.5 Etr 1.0 7.000 150 13.721 to R 0.2 1.200 0.0 T.80 112 2.0 0.475 0.0 8.200 0.0577 0.473 Vel = 3.62 0.0 T.80 2.00 14.194 K Factor = 0.53 F.3 124 + 2.00 2.00 0.5 Etb 2.3 6.000 150 8.371 to R 0.2 2.500 0.0 T.69 124 2.0 0.475 0.0 8.500 0.0576 0.490 Vel = 3.62 0.0 T.69 2.00 8.861 K Factor = 0.67 F.4 124 + 2.00 2.00 0.5 Etr 1.0 10.000 150 8.226 to R 0.2 1.200 0.0 T.63 124 2.0 0.475 0.0 11.200 0.0576 0.645 Vel = 3.62 0.0 T.63 2.00 8.871 K Factor = 0.67 F.5 124 + 2.00 2.00 0.5 Etr 1.0 14.000 150 8.000 to R 0.2 1.200 0.0 T.75 124 2.0 0.475 0.0 15.200 0.0576 0.876 Vel = 3.62 0.0 T.75 2.00 8.876 K Factor = 0.67 F.6 124 + 2.00 2.00 0.5 Etb 2.3 12.000 150 8.144 to R 0.2 2.500 0.0 T.81 124 2.0 0.475 0.0 14.500 0.0577 0.836 Vel = 3.62 0.0 T.81 2.00 8.980 K Factor = 0.67 H.2 112 -0.44 1 Etr 0.2 11.000 150 14.425 to 0.0 0.200 0.0 H.1 112 -0.44 0.862 0.0 11.200 -0.0003 -0.003 Vel = 0.24 0.0 H.1 -0.44 14.422 K Factor = -0.12 T.47 112 -0.44 1 0.0 9.000 150 14.426 to 0.0 0.0 0.0 H.2 112 -0.44 0.862 0.0 9.000 -0.0001 -0.001 Vel = 0.24 0.0 H.2 -0.44 14.425 K Factor = -0.12 H.1 112 -0.44 1 0.0 2.000 150 14.422 to 0.0 0.0 0.0 T.46 112 -0.44 0.862 0.0 2.000 0 0.0 Vel = 0.24 0.0 T.46 -0.44 14.422 K Factor = -0.12 H.4 124 -0.29 1 Etr 0.2 11.000 150 9.222 to 0.0 0.200 0.0 H.5 124 -0.29 0.862 0.0 11.200 -0.0001 -0.001 Vel = 0.16 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 6 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 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 0.0 H.5 -0.29 9.221 K Factor = -0.10 H.3 124 0.36 1 Etr 0.2 4.000 150 9.221 to Eel 2.3 4.800 0.0 T.48 124 0.36 0.862 0.0 8.800 0.0001 0.001 Vel = 0.20 T.48 124 -0.65 1 0.0 3.000 150 9.222 to 0.0 0.0 0.0 H.4 124 -0.29 0.862 0.0 3.000 0 0.0 Vel = 0.16 0.0 H.4 -0.29 9.222 K Factor = -0.10 T.47 112 0.44 1 Etr 0.2 3.000 150 14.426 to Eel 2.3 4.800 0.0 T.50 112 0.44 0.862 0.0 7.800 0.0003 0.002 Vel = 0.24 0.0 T.50 0.44 14.428 K Factor = 0.12 T.49 124 0.29 1 Etr 0.2 1.000 150 9.220 to Eel 2.3 4.800 0.0 H.6 124 0.29 0.862 0.0 5.800 0 0.0 Vel = 0.16 H.6 124 0.0 1 0.0 9.000 150 9.220 to 0.0 0.0 0.0 H.5 124 0.29 0.862 0.0 9.000 0.0001 0.001 Vel = 0.16 0.0 H.5 0.29 9.221 K Factor = 0.10 T.46 112 -0.44 1 Etb 0.8 22.000 150 14.422 to Eel 2.3 6.600 -5.197 T.49 124 -0.44 0.862 0.0 28.600 -0.0002 -0.005 Vel = 0.24 0.0 T.49 -0.44 9.220 K Factor = -0.14 T.50 112 -0.66 1 2Etb 1.6 17.000 150 14.428 to 0.0 4.000 -5.197 T.48 124 -0.66 0.862 0.0 21.000 -0.0004 -0.009 Vel = 0.36 0.0 T.48 -0.66 9.222 K Factor = -0.22 T.50 112 1.09 1 Eel 2.3 1.000 150 14.428 to 0.0 4.600 0.0 H.7 112 1.09 0.862 0.0 5.600 0.0011 0.006 Vel = 0.60 0.0 H.7 1.09 14.434 K Factor = 0.29 T.51 112 -1.09 1 0.0 2.000 150 14.436 to 0.0 0.0 0.0 H.7 112 -1.09 0.862 0.0 2.000 -0.0010 -0.002 Vel = 0.60 0.0 H.7 -1.09 14.434 K Factor = -0.29 H.11 124 0.73 1 Eel 2.3 9.000 150 9.213 to 0.0 4.600 0.0 T.49 124 0.73 0.862 0.0 13.600 0.0005 0.007 Vel = 0.40 0.0 T.49 0.73 9.220 K Factor = 0.24 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 7 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 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.51 112 1.09 1 Eel 2.3 3.000 150 14.436 to Etr 0.2 4.800 0.0 H.8 112 1.09 0.862 0.0 7.800 0.0010 0.008 Vel = 0.60 0.0 H.8 1.09 14.444 K Factor = 0.29 T.56 124 0.36 1 0.0 12.000 150 9.219 to 0.0 0.0 0.0 H.3 124 0.36 0.862 0.0 12.000 0.0002 0.002 Vel = 0.20 0.0 H.3 0.36 9.221 K Factor = 0.12 H.10 112 -1.55 1 Etr 0.2 15.000 150 14.428 to 0.0 0.200 0.0 T.53 112 -1.55 0.862 0.0 15.200 -0.0020 -0.030 Vel = 0.85 0.0 T.53 -1.55 14.398 K Factor = -0.41 H.9 112 -0.90 1 Etr 0.2 14.000 150 14.397 to 0.0 0.200 0.0 T.52 112 -0.9 0.862 0.0 14.200 -0.0008 -0.011 Vel = 0.49 0.0 T.52 -0.90 14.386 K Factor = -0.24 H.8 112 1.09 1 Etr 0.2 2.000 150 14.444 to 0.0 0.200 0.0 T.54 112 1.09 0.862 0.0 2.200 0.0009 0.002 Vel = 0.60 T.54 112 -2.64 1 Etb 0.8 7.000 150 14.446 to 0.0 2.000 0.0 H.10 112 -1.55 0.862 0.0 9.000 -0.0020 -0.018 Vel = 0.85 0.0 H.10 -1.55 14.428 K Factor = -0.41 T.53 112 -0.90 1 0.0 2.000 150 14.398 to 0.0 0.0 0.0 H.9 112 -0.9 0.862 0.0 2.000 -0.0005 -0.001 Vel = 0.49 0.0 H.9 -0.90 14.397 K Factor = -0.24 T.55 124 0.73 1 0.0 7.000 150 9.209 to 0.0 0.0 0.0 H.11 124 0.73 0.862 0.0 7.000 0.0006 0.004 Vel = 0.40 0.0 H.11 0.73 9.213 K Factor = 0.24 T.52 112 -0.90 1 Eel 2.3 1.000 150 14.386 to Etr 0.2 4.800 0.0 H.12 112 -0.9 0.862 0.0 5.800 -0.0007 -0.004 Vel = 0.49 0.0 H.12 -0.90 14.382 K Factor = -0.24 H.14 124 0.73 1 Eel 2.3 2.000 150 9.206 to Etr 0.2 4.800 0.0 T.55 124 0.73 0.862 0.0 6.800 0.0004 0.003 Vel = 0.40 0.0 T.55 0.73 9.209 K Factor = 0.24 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 8 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 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.13 124 0.36 1 Eel 2.3 5.000 150 9.218 to Etr 0.2 4.800 0.0 T.56 124 0.36 0.862 0.0 9.800 0.0001 0.001 Vel = 0.20 0.0 T.56 0.36 9.219 K Factor = 0.12 T.57 124 0.36 1 0.0 5.000 150 9.217 to 0.0 0.0 0.0 H.13 124 0.36 0.862 0.0 5.000 0.0002 0.001 Vel = 0.20 0.0 H.13 0.36 9.218 K Factor = 0.12 T.53 112 -0.65 1 Etr 0.2 17.000 150 14.398 to Etb 0.8 2.200 -5.197 T.58 124 -0.65 0.862 0.0 19.200 -0.0004 -0.008 Vel = 0.36 0.0 T.58 -0.65 9.193 K Factor = -0.21 H.15 124 -1.38 1 Eel 2.3 12.000 150 9.182 to Etr 0.2 4.800 0.0 H.16 124 -1.38 0.862 0.0 16.800 -0.0016 -0.027 Vel = 0.76 0.0 H.16 -1.38 9.155 K Factor = -0.46 T.54 112 2.64 1 0.0 9.000 150 14.446 to 0.0 0.0 0.0 T.60 112 2.64 0.862 0.0 9.000 0.0053 0.048 Vel = 1.45 0.0 T.60 2.64 14.494 K Factor = 0.69 H.14 124 -0.73 1 Eel 2.3 4.000 150 9.206 to 0.0 4.600 0.0 H.17 124 -0.73 0.862 0.0 8.600 -0.0005 -0.004 Vel = 0.40 0.0 H.17 -0.73 9.202 K Factor = -0.24 T.58 124 -1.38 1 Etb 0.8 5.000 150 9.193 to 0.0 2.000 0.0 H.15 124 -1.38 0.862 0.0 7.000 -0.0016 -0.011 Vel = 0.76 0.0 H.15 -1.38 9.182 K Factor = -0.46 T.58 124 0.73 1 0.0 1.000 150 9.193 to 0.0 0.0 0.0 T.59 124 0.73 0.862 0.0 1.000 0.0010 0.001 Vel = 0.40 0.0 T.59 0.73 9.194 K Factor = 0.24 H.20 124 0.36 1 2Eel 4.6 8.000 150 9.215 to 0.0 9.200 0.0 T.57 124 0.36 0.862 0.0 17.200 0.0001 0.002 Vel = 0.20 0.0 T.57 0.36 9.217 K Factor = 0.12 H.12 112 -0.90 1 Etr 0.2 10.000 150 14.382 to 0.0 0.200 0.0 H.21 112 -0.9 0.862 0.0 10.200 -0.0007 -0.007 Vel = 0.49 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 9 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 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 0.0 H.21 -0.90 14.375 K Factor = -0.24 H.18 124 -0.73 1 Eel 2.3 3.000 150 9.198 to Etr 0.2 4.800 0.0 T.59 124 -0.73 0.862 0.0 7.800 -0.0005 -0.004 Vel = 0.40 0.0 T.59 -0.73 9.194 K Factor = -0.24 H.18 124 0.73 1 0.0 9.000 150 9.198 to 0.0 0.0 0.0 H.17 124 0.73 0.862 0.0 9.000 0.0004 0.004 Vel = 0.40 0.0 H.17 0.73 9.202 K Factor = 0.24 H.19 112 -2.64 1 Eel 2.3 6.000 150 14.551 to Etr 0.2 4.800 0.0 T.60 112 -2.64 0.862 0.0 10.800 -0.0053 -0.057 Vel = 1.45 0.0 T.60 -2.64 14.494 K Factor = -0.69 H.19 112 2.64 1 Etb 0.8 3.000 150 14.551 to 0.0 2.000 0.0 T.61 112 2.64 0.862 0.0 5.000 0.0052 0.026 Vel = 1.45 0.0 T.61 2.64 14.577 K Factor = 0.69 T.62 124 0.36 1 0.0 4.000 150 9.214 to 0.0 0.0 0.0 H.20 124 0.36 0.862 0.0 4.000 0.0002 0.001 Vel = 0.20 0.0 H.20 0.36 9.215 K Factor = 0.12 T.68 124 1.38 1 0.0 11.000 150 9.138 to 0.0 0.0 0.0 H.16 124 1.38 0.862 0.0 11.000 0.0015 0.017 Vel = 0.76 0.0 H.16 1.38 9.155 K Factor = 0.46 H.25 124 0.36 1 Eel 2.3 4.000 150 9.213 to Etr 0.2 4.800 0.0 T.62 124 0.36 0.862 0.0 8.800 0.0001 0.001 Vel = 0.20 0.0 T.62 0.36 9.214 K Factor = 0.12 H.21 112 -0.90 1 0.0 2.000 150 14.375 to 0.0 0.0 0.0 T.64 112 -0.9 0.862 0.0 2.000 -0.0010 -0.002 Vel = 0.49 0.0 T.64 -0.90 14.373 K Factor = -0.24 T.63 124 -1.16 1 Etb 0.8 2.000 150 8.871 to Etr 0.2 2.200 0.0 H.26 124 -1.16 0.862 0.0 4.200 -0.0010 -0.004 Vel = 0.64 0.0 H.26 -1.16 8.867 K Factor = -0.39 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 10 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 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.22 124 -3.16 1 Eel 2.3 11.000 150 8.986 to 0.0 4.600 0.0 T.63 124 -3.16 0.862 0.0 15.600 -0.0074 -0.115 Vel = 1.74 0.0 T.63 -3.16 8.871 K Factor = -1.06 T.65 112 0.88 1 Etr 0.2 5.000 150 14.364 to 0.0 0.200 0.0 H.23 112 0.88 0.862 0.0 5.200 0.0006 0.003 Vel = 0.48 0.0 H.23 0.88 14.367 K Factor = 0.23 T.64 112 -0.90 1 Eel 2.3 9.000 150 14.373 to 0.0 4.600 0.0 T.65 112 -0.9 0.862 0.0 13.600 -0.0007 -0.009 Vel = 0.49 T.65 112 -0.88 1 2Etb 1.6 16.000 150 14.364 to 0.0 4.000 -5.197 T.67 124 -1.78 0.862 0.0 20.000 -0.0025 -0.051 Vel = 0.98 0.0 T.67 -1.78 9.116 K Factor = -0.59 H.22 124 3.16 1 0.0 4.000 150 8.986 to 0.0 0.0 0.0 T.66 124 3.16 0.862 0.0 4.000 0.0075 0.030 Vel = 1.74 0.0 T.66 3.16 9.016 K Factor = 1.05 H.23 112 0.88 1 Eel 2.3 18.000 150 14.367 to 0.0 4.600 0.0 H.24 112 0.88 0.862 0.0 22.600 0.0007 0.016 Vel = 0.48 0.0 H.24 0.88 14.383 K Factor = 0.23 T.61 112 4.64 1 Etr 0.2 13.000 150 14.577 to 0.0 0.200 0.0 T.72 112 4.64 0.862 0.0 13.200 0.0151 0.199 Vel = 2.55 0.0 T.72 4.64 14.776 K Factor = 1.21 H.27 124 1.38 1 Eel 2.3 5.000 150 9.122 to Etr 0.2 4.800 0.0 T.68 124 1.38 0.862 0.0 9.800 0.0016 0.016 Vel = 0.76 0.0 T.68 1.38 9.138 K Factor = 0.46 H.26 124 -1.16 1 Etr 0.2 5.000 150 8.867 to 0.0 0.200 0.0 T.69 124 -1.16 0.862 0.0 5.200 -0.0012 -0.006 Vel = 0.64 0.0 T.69 -1.16 8.861 K Factor = -0.39 H.27 124 -1.38 1 Etr 0.2 4.000 150 9.122 to 0.0 0.200 0.0 T.67 124 -1.38 0.862 0.0 4.200 -0.0014 -0.006 Vel = 0.76 T.67 124 -1.78 1 Eel 2.3 9.000 150 9.116 to 0.0 4.600 0.0 T.66 124 -3.16 0.862 0.0 13.600 -0.0074 -0.100 Vel = 1.74 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 11 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 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 0.0 T.66 -3.16 9.016 K Factor = -1.05 H.24 112 0.88 1 Etb 0.8 9.000 150 14.383 to 0.0 2.000 0.0 T.70 112 0.88 0.862 0.0 11.000 0.0006 0.007 Vel = 0.48 0.0 T.70 0.88 14.390 K Factor = 0.23 H.37 124 0.36 1 Eel 2.3 14.000 150 9.211 to 0.0 4.600 0.0 H.25 124 0.36 0.862 0.0 18.600 0.0001 0.002 Vel = 0.20 0.0 H.25 0.36 9.213 K Factor = 0.12 T.72 112 -7.36 1.25 Etb 9.14 6.000 150 14.776 to Etr 3.96 13.100 0.0 H.30 112 -7.36 1.054 0.0 19.100 -0.0132 -0.253 Vel = 2.71 0.0 H.30 -7.36 14.523 K Factor = -1.93 T.70 112 -3.36 1 Etr 0.2 3.000 150 14.390 to Eel 2.3 4.800 0.0 H.28 112 -3.36 0.862 0.0 7.800 -0.0082 -0.064 Vel = 1.85 0.0 H.28 -3.36 14.326 K Factor = -0.89 H.30 112 -7.36 1.25 0.0 1.000 150 14.523 to 0.0 0.0 0.0 T.71 112 -7.36 1.054 0.0 1.000 -0.0130 -0.013 Vel = 2.71 0.0 T.71 -7.36 14.510 K Factor = -1.93 T.70 112 4.24 1 Etr 0.2 2.000 150 14.390 to 0.0 0.200 0.0 H.29 112 4.24 0.862 0.0 2.200 0.0127 0.028 Vel = 2.33 0.0 H.29 4.24 14.418 K Factor = 1.12 T.69 124 0.84 1 Eel 2.3 5.000 150 8.861 to 0.0 4.600 0.0 H.33 124 0.84 0.862 0.0 9.600 0.0006 0.006 Vel = 0.46 0.0 H.33 0.84 8.867 K Factor = 0.28 H.31 112 -12.00 1.25 Etr 3.96 1.000 150 14.938 to 0.0 3.960 0.0 T.72 112 -12.0 1.054 0.0 4.960 -0.0327 -0.162 Vel = 4.41 0.0 T.72 -12.00 14.776 K Factor = -3.12 H.29 112 4.24 1 Etr 0.2 7.000 150 14.418 to 0.0 0.200 0.0 T.71 112 4.24 0.862 0.0 7.200 0.0128 0.092 Vel = 2.33 0.0 T.71 4.24 14.510 K Factor = 1.11 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 12 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 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.31 112 12.00 1.25 T 2.44 6.000 150 14.938 to 0.0 2.440 2.599 S.1 106 12.0 1.054 0.0 8.440 0.0326 0.275 Vel = 4.41 0.0 S.1 12.00 17.812 K Factor = 2.84 H.33 124 0.84 1 Etr 0.2 11.000 150 8.867 to 0.0 0.200 0.0 H.34 124 0.84 0.862 0.0 11.200 0.0006 0.007 Vel = 0.46 0.0 H.34 0.84 8.874 K Factor = 0.28 H.36 112 3.12 1.25 Etb 9.14 4.000 150 14.446 to Eel 10.48 19.620 0.0 T.71 112 3.12 1.054 0.0 23.620 0.0027 0.064 Vel = 1.15 0.0 T.71 3.12 14.510 K Factor = 0.82 H.34 124 0.84 1 Etr 0.2 5.000 150 8.874 to 0.0 0.200 0.0 T.74 124 0.84 0.862 0.0 5.200 0.0006 0.003 Vel = 0.46 T.74 124 -1.36 1 0.0 4.000 150 8.877 to 0.0 0.0 0.0 T.75 124 -0.52 0.862 0.0 4.000 -0.0002 -0.001 Vel = 0.29 0.0 T.75 -0.52 8.876 K Factor = -0.17 T.73 124 -3.48 1 Etr 0.2 4.000 150 9.203 to Eel 2.3 4.800 0.0 H.32 124 -3.48 0.862 0.0 8.800 -0.0089 -0.078 Vel = 1.91 0.0 H.32 -3.48 9.125 K Factor = -1.15 H.35 112 -1.36 1 Etb 0.8 16.000 150 14.110 to Eel 2.3 6.600 -5.197 T.74 124 -1.36 0.862 0.0 22.600 -0.0016 -0.036 Vel = 0.75 0.0 T.74 -1.36 8.877 K Factor = -0.46 H.36 112 -3.12 1.25 0.0 17.000 150 14.446 to 0.0 0.0 -5.197 T.73 124 -3.12 1.054 0.0 17.000 -0.0027 -0.046 Vel = 1.15 0.0 T.73 -3.12 9.203 K Factor = -1.03 T.75 124 1.48 1 Etb 0.8 4.000 150 8.876 to Eel 2.3 6.600 0.0 H.38 124 1.48 0.862 0.0 10.600 0.0019 0.020 Vel = 0.81 0.0 H.38 1.48 8.896 K Factor = 0.50 T.76 124 0.36 1 0.0 10.000 150 9.209 to 0.0 0.0 0.0 H.37 124 0.36 0.862 0.0 10.000 0.0002 0.002 Vel = 0.20 0.0 H.37 0.36 9.211 K Factor = 0.12 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 13 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 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.32 124 -3.48 1 Etr 0.2 8.000 150 9.125 to 0.0 0.200 0.0 H.39 124 -3.48 0.862 0.0 8.200 -0.0089 -0.073 Vel = 1.91 0.0 H.39 -3.48 9.052 K Factor = -1.16 H.28 112 -3.36 1 0.0 16.000 150 14.326 to 0.0 0.0 0.0 T.80 112 -3.36 0.862 0.0 16.000 -0.0082 -0.132 Vel = 1.85 0.0 T.80 -3.36 14.194 K Factor = -0.89 H.38 124 1.48 1 0.0 17.000 150 8.896 to 0.0 0.0 0.0 T.77 124 1.48 0.862 0.0 17.000 0.0018 0.030 Vel = 0.81 0.0 T.77 1.48 8.926 K Factor = 0.50 T.73 124 0.36 1 Etb 0.8 12.000 150 9.203 to Eel 2.3 6.600 0.0 H.41 124 0.36 0.862 0.0 18.600 0.0001 0.002 Vel = 0.20 0.0 H.41 0.36 9.205 K Factor = 0.12 H.40 124 0.36 1 Eel 2.3 7.000 150 9.208 to Etr 0.2 4.800 0.0 T.76 124 0.36 0.862 0.0 11.800 0.0001 0.001 Vel = 0.20 0.0 T.76 0.36 9.209 K Factor = 0.12 H.43 112 -1.36 1 Eel 2.3 15.000 150 14.140 to 0.0 4.600 0.0 H.35 112 -1.36 0.862 0.0 19.600 -0.0015 -0.030 Vel = 0.75 0.0 H.35 -1.36 14.110 K Factor = -0.36 T.77 124 1.48 1 Eel 2.3 12.000 150 8.926 to 0.0 4.600 0.0 T.82 124 1.48 0.862 0.0 16.600 0.0019 0.031 Vel = 0.81 0.0 T.82 1.48 8.957 K Factor = 0.49 T.78 124 0.36 1 0.0 2.000 150 9.208 to 0.0 0.0 0.0 H.40 124 0.36 0.862 0.0 2.000 0 0.0 Vel = 0.20 0.0 H.40 0.36 9.208 K Factor = 0.12 H.39 124 -3.48 1 Etr 0.2 8.000 150 9.052 to 0.0 0.200 0.0 T.81 124 -3.48 0.862 0.0 8.200 -0.0088 -0.072 Vel = 1.91 0.0 T.81 -3.48 8.980 K Factor = -1.16 H.42 112 -1.36 1 Etr 0.2 7.000 150 14.183 to 0.0 0.200 0.0 T.79 112 -1.36 0.862 0.0 7.200 -0.0017 -0.012 Vel = 0.75 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 14 Plan #Rome 5043-1 - Plumbing Fixture Calculation (?) Date 7/26/2022 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 0.0 T.79 -1.36 14.171 K Factor = -0.36 T.80 112 -1.36 1 Etb 0.8 5.000 150 14.194 to 0.0 2.000 0.0 H.42 112 -1.36 0.862 0.0 7.000 -0.0016 -0.011 Vel = 0.75 0.0 H.42 -1.36 14.183 K Factor = -0.36 H.41 124 0.36 1 Eel 2.3 14.000 150 9.205 to 0.0 4.600 0.0 T.78 124 0.36 0.862 0.0 18.600 0.0002 0.003 Vel = 0.20 0.0 T.78 0.36 9.208 K Factor = 0.12 T.79 112 -1.36 1 2Eel 4.6 3.000 150 14.171 to 0.0 9.200 0.0 H.44 112 -1.36 0.862 0.0 12.200 -0.0016 -0.019 Vel = 0.75 H.44 112 0.0 1 0.0 8.000 150 14.152 to 0.0 0.0 0.0 H.43 112 -1.36 0.862 0.0 8.000 -0.0015 -0.012 Vel = 0.75 0.0 H.43 -1.36 14.140 K Factor = -0.36 T.81 124 -1.48 1 Etr 0.2 6.000 150 8.980 to 0.0 0.200 0.0 H.45 124 -1.48 0.862 0.0 6.200 -0.0018 -0.011 Vel = 0.81 H.45 124 0.0 1 Eel 2.3 2.000 150 8.969 to 0.0 4.600 0.0 T.82 124 -1.48 0.862 0.0 6.600 -0.0018 -0.012 Vel = 0.81 0.0 T.82 -1.48 8.957 K Factor = -0.49 S.1 106 12.00 1.25 E 1.22 35.000 150 17.812 to T 2.44 3.661 2.599 UDG1 100 12.0 1.054 0.0 38.661 0.0327 1.265 Vel = 4.41 UDG1 100 0.0 1.25 E 3.179 100.000 150 21.676 to T 6.358 9.536 0.0 MTR 100 12.0 1.283 0.0 109.536 0.0126 1.375 Vel = 2.98 MTR 100 0.0 1 E 2.778 25.000 150 23.051 to T 6.945 9.722 1.667 * * Fixed Loss = 1.667 CITY 100 12.0 1.031 Xwm 0.0 34.722 0.0364 1.264 Vel = 4.61 0.0 CITY 12.00 25.982 K Factor = 2.35 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087