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Bld20151403 new docs (2).pdf
A-PEX Design Services, Inc.-EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name: OLSON RESIDENCE REV1 - One Head Calculation (H.25) Drawing: Location: 9221 OLYMPIC AVE EDMONDS WA 98026 Remote Area: Contract: 151007-06 Data File:151007-06 Olson Residence - REV1.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc.-EPPage1 OLSON RESIDENCE REV1 - One Head Calculation (H.25)Date3/4/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - OLSON RESIDENCE REV1 Date - 10-08-2015 Location - EDMONDS WA 98026 Building - System No. - Contractor - NEW WAY ENERGY Contract No. - 151007-06 Calculated By - STEPHANIE 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 49.85 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 70 Elev. R Residual (Psi) - 65 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Date3/4/2016 Hose ( Demand ):_______ D2 - System Pressure: 49.853 Safety Margin: 20.122 D1 - Elevation: 6.930 D2 - System Flow:16.995 D3 - System Demand:16.995 Page2 50100150200250300350400450 Demand: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FLOW ( N ^ 1.85 ) C2 OLSON RESIDENCE REV1 - One Head Calculation (H.25) C2 - Residual Flow:300 C1 - Static Pressure:70 C2 - Residual Pressure:65 A-PEX Design Services, Inc.-EP Water Supply Curve C City Water Supply: D2 C1D1 150140130120110100 908070605040302010 PRESSURE CRoll Groove Coupling11111111111111111111 E90' Standard Elbow2223456781012141822273540455061 T90' Flow thru Tee3456810121517202530355060718191101121 2345678101113 0000000000 0000000000 0000000000 Date3/4/2016 Page3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 GGeneric Gate Valve1111111112Uel *Aquapex 90 Elbow1111121113180000Utb *Aquapex Tee - Branch21714912170000Utr *Aquapex Tee - Run1224210000 Pressure UnitsPounds per Square Inch Flow UnitsUS Gallons per Minute OLSON RESIDENCE REV1 - One Head Calculation (H.25) Diameter UnitsInches Length UnitsFeet A-PEX Design Services, Inc.-EP Fittings Used Summary Units Summary Abbrev.Name Fitting Legend Flow Summary - NFPA 2007 A-PEX Design Services, Inc.-EPPage4 OLSON RESIDENCE REV1 - One Head Calculation (H.25)Date3/4/2016 SUPPLY ANALYSIS Node atStaticResidual Available SourcePressurePressureFlowPressureTotal DemandRequired Pressure STR70.065300.069.97517.049.853 NODE ANALYSIS PressureDischarge Node TagElevationNode Typeat Nodeat NodeNotes H.25116.04.912.0317.0 T.52116.013.08 H.21116.013.32 H.35116.014.48 H.24116.015.1 T.55116.016.15 T.54116.016.29 H.27116.016.54 T.56116.016.63 H.31116.016.73 T.60116.016.76 H.36116.016.77 T.57116.016.84 T.44108.021.22 T.45108.021.25 S.1104.023.55 CPL100.036.13 MTR100.038.04 STR100.049.85 T.53116.012.38 H.20116.012.6 H.8116.013.22 H.7116.014.01 T.38116.015.95 H.10116.016.13 T.41116.016.22 T.46108.020.64 H.18108.020.76 T.50108.020.82 H.19108.020.91 T.43108.021.2 H.1116.016.1 H.4116.016.4 T.40116.016.61 H.15116.016.73 T.48116.016.8 H.16116.016.19 H.33116.016.45 H.37116.016.62 H.32116.016.72 H.22116.016.68 T.42116.016.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc.-EPPage5 OLSON RESIDENCE REV1 - One Head Calculation (H.25)Date3/4/2016 NODE ANALYSIS (cont.) PressureDischarge Node TagElevationNode Typeat Nodeat NodeNotes T.47116.016.76 H.14116.016.77 H.12108.020.68 H.17108.020.73 T.51108.020.81 T.49108.020.82 T.39108.020.84 H.6108.020.85 H.2108.020.94 H.3108.021.04 H.13108.021.14 H.23108.020.81 H.28108.020.82 T.58108.020.82 H.30108.020.82 H.26108.020.83 H.5108.020.83 T.59108.020.82 H.34108.020.82 H.29108.020.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services, Inc.-EPPage6 OLSON RESIDENCE REV1 - One Head Calculation (H.25)Date3/4/2016 Hyd.QaDia.FittingPipePtPt Ref."C"orFtng'sPePv*******Notes****** PointQtPf/FtEqv.Ln.TotalPfPn H.25 8.690.862Uel11.0 10.000 12.030K Factor = 4.90 to150.00.0 12.0000.0 T.528.690.04800.0 22.000 1.055Vel = 4.78 T.520.00.862Utr2.0 3.000 13.085 to150.00.0 2.0000.0 H.218.690.04800.0 5.000 0.240Vel = 4.78 H.210.00.862Utr2.0 22.000 13.325 to150.00.0 2.0000.0 H.358.690.04790.0 24.000 1.150Vel = 4.78 H.350.00.8620.0 13.000 14.475 to150.00.00.00.0 H.248.690.04800.0 13.000 0.624Vel = 4.78 H.240.00.862Uel11.0 10.000 15.099 to150.00.0 12.0000.0 T.558.690.04800.0 22.000 1.055Vel = 4.78 T.55 -1.540.862Utr2.0 2.000 16.154 to150.00.0 2.0000.0 T.547.150.03320.0 4.000 0.133Vel = 3.93 T.54 -3.080.862Utr2.0 19.000 16.287 to150.00.0 2.0000.0 H.274.070.01180.0 21.000 0.248Vel = 2.24 H.270.00.8620.0 8.000 16.535 to150.00.00.00.0 T.564.070.01180.0 8.000 0.094Vel = 2.24 T.56 -2.040.862Utb17.0 4.000 16.629 to150.0Uel11.0 26.0000.0 H.312.030.00320.0 30.000 0.097Vel = 1.12 H.310.00.862Utr2.0 10.000 16.726 to150.00.0 2.0000.0 T.602.030.00320.0 12.000 0.039Vel = 1.12 T.600.00.8620.0 2.000 16.765 to150.00.00.00.0 H.362.030.00350.0 2.000 0.007Vel = 1.12 H.360.00.862Uel11.0 10.000 16.772 to150.00.0 12.0000.0 T.572.030.00320.0 22.000 0.071Vel = 1.12 T.57 3.080.8622Utb34.0 23.000 16.843 to150.00.0 28.000 3.465 T.445.110.01790.0 51.000 0.914Vel = 2.81 T.44 5.651.2440.0 2.000 21.222 to150.00.00.00.0 T.4510.760.01200.0 2.000 0.024Vel = 2.84 T.45 6.241.244Utr2.0 15.000 21.246 to150.0T3.443 5.443 1.732 S.117.00.02780.0 20.443 0.568Vel = 4.49 S.10.01.244E1.721 25.000 23.546 to150.0T3.443 5.594 11.732* * Fixed Loss = 10 CPL17.00.0278G0.43 30.594 0.850Vel = 4.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services, Inc.-EPPage7 OLSON RESIDENCE REV1 - One Head Calculation (H.25)Date3/4/2016 Hyd.QaDia.FittingPipePtPt Ref."C"orFtng'sPePv*******Notes****** PointQtPf/FtEqv.Ln.TotalPfPn CPL0.01.2442E3.443 65.000 36.128 to150.0C0.43 3.8730.0 MTR17.00.02780.0 68.873 1.913Vel = 4.49 MTR0.01.0252E5.4 20.000 38.041 to150.00.0 5.400 10.000* * Fixed Loss = 10 STR17.00.07130.0 25.400 1.812Vel = 6.61 0.0 17.00 49.853K Factor = 2.41 H.25 8.300.8620.0 8.000 12.030 to150.00.00.00.0 T.538.30.04400.0 8.000 0.352Vel = 4.56 T.530.00.862Utr2.0 3.000 12.382 to150.00.0 2.0000.0 H.208.30.04420.0 5.000 0.221Vel = 4.56 H.200.00.862Utr2.0 12.000 12.603 to150.00.0 2.0000.0 H.88.30.04410.0 14.000 0.617Vel = 4.56 H.80.00.862Utr2.0 16.000 13.220 to150.00.0 2.0000.0 H.78.30.04410.0 18.000 0.793Vel = 4.56 H.70.00.862Utb17.0 18.000 14.013 to150.0Uel11.0 26.0000.0 T.388.30.04410.0 44.000 1.939Vel = 4.56 T.38 -4.180.862Utr2.0 13.000 15.952 to150.00.0 2.0000.0 H.104.120.01200.0 15.000 0.180Vel = 2.27 H.100.00.862Utr2.0 5.000 16.132 to150.00.0 2.0000.0 T.414.120.01200.0 7.000 0.084Vel = 2.27 T.41 1.540.8622Utb34.0 16.000 16.216 to150.00.0 28.000 3.465 T.465.660.02170.0 44.000 0.954Vel = 3.11 T.46 -2.110.862Uel11.0 2.000 20.635 to150.00.0 12.0000.0 H.183.550.00910.0 14.000 0.128Vel = 1.95 H.180.00.8620.0 6.000 20.763 to150.00.00.00.0 T.503.550.00920.0 6.000 0.055Vel = 1.95 T.50 0.090.862Utr2.0 8.000 20.818 to150.00.0 2.0000.0 H.193.640.00950.0 10.000 0.095Vel = 2.00 H.190.00.862Utb17.0 4.000 20.913 to150.0Uel11.0 26.0000.0 T.433.640.00960.0 30.000 0.287Vel = 2.00 T.43 2.021.244Utr2.0 4.000 21.200 to150.00.0 2.0000.0 T.445.660.00370.0 6.000 0.022Vel = 1.49 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services, Inc.-EPPage8 OLSON RESIDENCE REV1 - One Head Calculation (H.25)Date3/4/2016 Hyd.QaDia.FittingPipePtPt Ref."C"orFtng'sPePv*******Notes****** PointQtPf/FtEqv.Ln.TotalPfPn 5.66 21.222K Factor = 1.23 T.38 4.190.862Utr2.0 10.000 15.952 to150.00.0 2.0000.0 H.14.190.01240.0 12.000 0.149Vel = 2.30 H.10.00.862Utr2.0 22.000 16.101 to150.00.0 2.0000.0 H.44.190.01240.0 24.000 0.298Vel = 2.30 H.40.00.862Utr2.0 15.000 16.399 to150.00.0 2.0000.0 T.404.190.01240.0 17.000 0.211Vel = 2.30 T.400.00.862Utr2.0 8.000 16.610 to150.00.0 2.0000.0 H.154.190.01240.0 10.000 0.124Vel = 2.30 H.150.00.8620.0 5.000 16.734 to150.00.00.00.0 T.484.190.01260.0 5.000 0.063Vel = 2.30 T.48 2.040.8622Utb34.0 10.000 16.797 to150.00.0 28.000 3.465 T.456.230.02590.0 38.000 0.984Vel = 3.43 0.0 6.23 21.246K Factor = 1.35 T.55 1.540.862Utb17.0 4.000 16.154 to150.00.0 14.0000.0 H.161.540.00190.0 18.000 0.035Vel = 0.85 H.160.00.862Utr2.0 12.000 16.189 to150.00.0 2.0000.0 T.411.540.00190.0 14.000 0.027Vel = 0.85 0.0 1.54 16.216K Factor = 0.38 T.54 3.080.862Utb17.0 7.000 16.287 to150.0Utr2.0 16.0000.0 H.333.080.00700.0 23.000 0.162Vel = 1.69 H.330.00.862Utr2.0 23.000 16.449 to150.00.0 2.0000.0 H.373.080.00700.0 25.000 0.176Vel = 1.69 H.370.00.8620.0 14.000 16.625 to150.00.00.00.0 H.323.080.00700.0 14.000 0.098Vel = 1.69 H.320.00.862Utr2.0 3.000 16.723 to150.0Uel11.0 14.0000.0 T.573.080.00710.0 17.000 0.120Vel = 1.69 0.0 3.08 16.843K Factor = 0.75 T.56 2.040.862Utr2.0 12.000 16.629 to150.00.0 2.0000.0 H.222.040.00330.0 14.000 0.046Vel = 1.12 H.220.00.862Utr2.0 12.000 16.675 to150.00.0 2.0000.0 T.422.040.00330.0 14.000 0.046Vel = 1.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services, Inc.-EPPage9 OLSON RESIDENCE REV1 - One Head Calculation (H.25)Date3/4/2016 Hyd.QaDia.FittingPipePtPt Ref."C"orFtng'sPePv*******Notes****** PointQtPf/FtEqv.Ln.TotalPfPn T.420.00.862Utr2.0 9.000 16.721 to150.00.0 2.0000.0 T.472.040.00330.0 11.000 0.036Vel = 1.12 T.470.00.862Utr2.0 3.000 16.757 to150.00.0 2.0000.0 H.142.040.00340.0 5.000 0.017Vel = 1.12 H.140.00.862Utr2.0 5.000 16.774 to150.00.0 2.0000.0 T.482.040.00330.0 7.000 0.023Vel = 1.12 0.0 2.04 16.797K Factor = 0.50 T.46 2.110.862Utr2.0 10.000 20.635 to150.00.0 2.0000.0 H.122.110.00350.0 12.000 0.042Vel = 1.16 H.120.00.862Utr2.0 12.000 20.677 to150.00.0 2.0000.0 H.172.110.00350.0 14.000 0.049Vel = 1.16 H.170.00.862Utb17.0 10.000 20.726 to150.00.0 14.0000.0 T.512.110.00350.0 24.000 0.084Vel = 1.16 T.51 -0.550.862Utr2.0 1.000 20.810 to150.00.0 2.0000.0 T.491.560.00200.0 3.000 0.006Vel = 0.86 T.490.00.862Utr2.0 9.000 20.816 to150.00.0 2.0000.0 T.391.560.00200.0 11.000 0.022Vel = 0.86 T.39 0.460.862Utr2.0 3.000 20.838 to150.00.0 2.0000.0 H.62.020.00320.0 5.000 0.016Vel = 1.11 H.60.00.862Utr2.0 26.000 20.854 to150.00.0 2.0000.0 H.22.020.00320.0 28.000 0.091Vel = 1.11 H.20.00.862Uel11.0 17.000 20.945 to150.0Utr2.0 14.0000.0 H.32.020.00320.0 31.000 0.100Vel = 1.11 H.30.00.862Uel11.0 17.000 21.045 to150.00.0 12.0000.0 H.132.020.00320.0 29.000 0.094Vel = 1.11 H.130.00.862Utb17.0 5.000 21.139 to150.00.0 14.0000.0 T.432.020.00320.0 19.000 0.061Vel = 1.11 0.0 2.02 21.200K Factor = 0.44 T.51 0.550.862Utr2.0 2.000 20.810 to150.00.0 2.0000.0 H.230.550.00020.0 4.000 0.001Vel = 0.30 H.230.00.862Utr2.0 16.000 20.811 to150.00.0 2.0000.0 H.280.550.00030.0 18.000 0.005Vel = 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services, Inc.-EPPage10 OLSON RESIDENCE REV1 - One Head Calculation (H.25)Date3/4/2016 Hyd.QaDia.FittingPipePtPt Ref."C"orFtng'sPePv*******Notes****** PointQtPf/FtEqv.Ln.TotalPfPn H.280.00.862Utr2.0 1.000 20.816 to150.00.0 2.0000.0 T.580.550.00030.0 3.000 0.001Vel = 0.30 T.58 -0.090.862Utb17.0 12.000 20.817 to150.00.0 14.0000.0 H.300.460.00020.0 26.000 0.005Vel = 0.25 H.300.00.862Utr2.0 16.000 20.822 to150.00.0 2.0000.0 H.260.460.00020.0 18.000 0.004Vel = 0.25 H.260.00.862Utr2.0 20.000 20.826 to150.00.0 2.0000.0 H.50.460.00020.0 22.000 0.005Vel = 0.25 H.50.00.862Utb17.0 19.000 20.831 to150.0Utr2.0 16.0000.0 T.390.460.00020.0 35.000 0.007Vel = 0.25 0.0 0.46 20.838K Factor = 0.10 T.58 0.090.862Utr2.0 5.000 20.817 to150.00.0 2.0000.0 T.590.090.00.0 7.0000.0Vel = 0.05 T.590.00.8620.0 4.000 20.817 to150.00.00.00.0 H.340.090.00.0 4.0000.0Vel = 0.05 H.340.00.862Utr2.0 9.000 20.817 to150.00.0 2.0000.0 H.290.090.00.0 11.0000.0Vel = 0.05 H.290.00.862Utb17.0 12.000 20.817 to150.0Utr2.0 16.0000.0 T.500.090.00.0 28.000 0.001Vel = 0.05 0.0 0.09 20.818K Factor = 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc.-EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name: OLSON RESIDENCE REV1 - Two Head Calculation (H.35 & H.24) Drawing: Location: 9221 OLYMPIC AVE EDMONDS WA 98026 Remote Area: Contract: 151007-06 Data File:151007-06 Olson Residence - REV1.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc.-EPPage1 OLSON RESIDENCE REV1 - Two Head Calculation (H.35 & H.24)Date3/4/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - OLSON RESIDENCE REV1 Date - 10-08-2015 Location - EDMONDS WA 98026 Building - System No. - Contractor - NEW WAY ENERGY Contract No. - 151007-06 Calculated By - STEPHANIE 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 26.2363 Psi Required 54.15 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 70 Elev. R Residual (Psi) - 65 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Date3/4/2016 Hose ( Demand ):_______ D2 - System Pressure: 54.150 Safety Margin: 15.795 D1 - Elevation: 6.930 D2 - System Flow:26.236 D3 - System Demand:26.236 Page2 50100150200250300350400450 Demand: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FLOW ( N ^ 1.85 ) C2 OLSON RESIDENCE REV1 - Two Head Calculation (H.35 & H.24) C2 - Residual Flow:300 C1 - Static Pressure:70 C2 - Residual Pressure:65 A-PEX Design Services, Inc.-EP Water Supply Curve C City Water Supply: D2 C1D1 150140130120110100 908070605040302010 PRESSURE CRoll Groove Coupling11111111111111111111 E90' Standard Elbow2223456781012141822273540455061 T90' Flow thru Tee3456810121517202530355060718191101121 2345678101113 0000000000 0000000000 0000000000 Date3/4/2016 Page3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 GGeneric Gate Valve1111111112Uel *Aquapex 90 Elbow1111121113180000Utb *Aquapex Tee - Branch21714912170000Utr *Aquapex Tee - Run1224210000 OLSON RESIDENCE REV1 - Two Head Calculation (H.35 & H.24) Pressure UnitsPounds per Square Inch Flow UnitsUS Gallons per Minute Diameter UnitsInches Length UnitsFeet A-PEX Design Services, Inc.-EP Fittings Used Summary Units Summary Abbrev.Name Fitting Legend Flow Summary - NFPA 2007 A-PEX Design Services, Inc.-EPPage4 OLSON RESIDENCE REV1 - Two Head Calculation (H.35 & H.24)Date3/4/2016 SUPPLY ANALYSIS Node atStaticResidual Available SourcePressurePressureFlowPressureTotal DemandRequired Pressure STR70.065300.069.94526.2454.15 NODE ANALYSIS PressureDischarge Node TagElevationNode Typeat Nodeat NodeNotes H.35116.04.97.0413.0 H.21116.07.94 T.52116.08.13 H.25116.08.96 T.53116.09.26 H.20116.09.45 H.8116.09.98 H.7116.010.66 T.38116.012.32 H.1116.012.55 H.4116.013.0 T.40116.013.33 H.15116.013.52 T.48116.013.61 T.45108.019.2 S.1104.022.2 CPL100.035.83 MTR100.040.1 STR100.054.15 H.24116.04.97.313.24 T.55116.011.61 H.16116.012.06 T.41116.012.41 T.46108.017.9 H.18108.018.17 T.50108.018.29 H.19108.018.49 T.43108.019.1 T.44108.019.15 T.54116.011.98 H.27116.012.7 T.56116.012.98 H.31116.013.19 T.60116.013.28 H.36116.013.29 T.57116.013.44 H.33116.012.41 H.37116.012.87 H.32116.013.13 H.10116.012.38 H.22116.013.15 T.42116.013.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc.-EPPage5 OLSON RESIDENCE REV1 - Two Head Calculation (H.35 & H.24)Date3/4/2016 NODE ANALYSIS (cont.) PressureDischarge Node TagElevationNode Typeat Nodeat NodeNotes T.47116.013.46 H.14116.013.52 H.12108.017.99 H.17108.018.1 T.51108.018.27 T.49108.018.29 T.39108.018.33 H.6108.018.37 H.2108.018.56 H.3108.018.77 H.13108.018.97 H.23108.018.28 H.28108.018.29 T.58108.018.29 H.30108.018.3 H.26108.018.31 H.5108.018.32 T.59108.018.29 H.34108.018.29 H.29108.018.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services, Inc.-EPPage6 OLSON RESIDENCE REV1 - Two Head Calculation (H.35 & H.24)Date3/4/2016 Hyd.QaDia.FittingPipePtPt Ref."C"orFtng'sPePv*******Notes****** PointQtPf/FtEqv.Ln.TotalPfPn H.35 7.630.862Utr2.0 22.000 7.040K Factor = 4.90 to150.00.0 2.0000.0 H.217.630.03770.0 24.000 0.905Vel = 4.19 H.210.00.862Utr2.0 3.000 7.945 to150.00.0 2.0000.0 T.527.630.03760.0 5.000 0.188Vel = 4.19 T.520.00.862Uel11.0 10.000 8.133 to150.00.0 12.0000.0 H.257.630.03770.0 22.000 0.830Vel = 4.19 H.250.00.8620.0 8.000 8.963 to150.00.00.00.0 T.537.630.03780.0 8.000 0.302Vel = 4.19 T.530.00.862Utr2.0 3.000 9.265 to150.00.0 2.0000.0 H.207.630.03760.0 5.000 0.188Vel = 4.19 H.200.00.862Utr2.0 12.000 9.453 to150.00.0 2.0000.0 H.87.630.03770.0 14.000 0.528Vel = 4.19 H.80.00.862Utr2.0 16.000 9.981 to150.00.0 2.0000.0 H.77.630.03770.0 18.000 0.679Vel = 4.19 H.70.00.862Utb17.0 18.000 10.660 to150.0Uel11.0 26.0000.0 T.387.630.03770.0 44.000 1.658Vel = 4.19 T.38 -2.360.862Utr2.0 10.000 12.318 to150.00.0 2.0000.0 H.15.270.01910.0 12.000 0.229Vel = 2.90 H.10.00.862Utr2.0 22.000 12.547 to150.00.0 2.0000.0 H.45.270.01900.0 24.000 0.456Vel = 2.90 H.40.00.862Utr2.0 15.000 13.003 to150.00.0 2.0000.0 T.405.270.01900.0 17.000 0.323Vel = 2.90 T.400.00.862Utr2.0 8.000 13.326 to150.00.0 2.0000.0 H.155.270.01900.0 10.000 0.190Vel = 2.90 H.150.00.8620.0 5.000 13.516 to150.00.00.00.0 T.485.270.01900.0 5.000 0.095Vel = 2.90 T.48 4.180.8622Utb34.0 10.000 13.611 to150.00.0 28.000 3.465 T.459.450.05600.0 38.000 2.127Vel = 5.20 T.45 16.791.244Utr2.0 15.000 19.203 to150.0T3.443 5.443 1.732 S.126.240.06200.0 20.443 1.268Vel = 6.93 S.10.01.244E1.721 25.000 22.203 to150.0T3.443 5.594 11.732* * Fixed Loss = 10 CPL26.240.0620G0.43 30.594 1.898Vel = 6.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services, Inc.-EPPage7 OLSON RESIDENCE REV1 - Two Head Calculation (H.35 & H.24)Date3/4/2016 Hyd.QaDia.FittingPipePtPt Ref."C"orFtng'sPePv*******Notes****** PointQtPf/FtEqv.Ln.TotalPfPn CPL0.01.2442E3.443 65.000 35.833 to150.0C0.43 3.8730.0 MTR26.240.06200.0 68.873 4.272Vel = 6.93 MTR0.01.0252E5.4 20.000 40.105 to150.00.0 5.400 10.000* * Fixed Loss = 10 STR26.240.15930.0 25.400 4.045Vel = 10.20 0.0 26.24 54.150K Factor = 3.57 H.35 5.370.8620.0 13.000 7.040 to150.00.00.00.0 H.245.370.01970.0 13.000 0.256Vel = 2.95 H.24 13.230.862Uel11.0 10.000 7.296K Factor = 4.90 to150.00.0 12.0000.0 T.5518.60.19600.0 22.000 4.311Vel = 10.23 T.55 -12.460.862Utb17.0 4.000 11.607 to150.00.0 14.0000.0 H.166.140.02520.0 18.000 0.454Vel = 3.38 H.160.00.862Utr2.0 12.000 12.061 to150.00.0 2.0000.0 T.416.140.02510.0 14.000 0.352Vel = 3.38 T.41 2.360.8622Utb34.0 16.000 12.413 to150.00.0 28.000 3.465 T.468.50.04600.0 44.000 2.025Vel = 4.67 T.46 -3.170.862Uel11.0 2.000 17.903 to150.00.0 12.0000.0 H.185.330.01940.0 14.000 0.271Vel = 2.93 H.180.00.8620.0 6.000 18.174 to150.00.00.00.0 T.505.330.01930.0 6.000 0.116Vel = 2.93 T.50 0.130.862Utr2.0 8.000 18.290 to150.00.0 2.0000.0 H.195.460.02030.0 10.000 0.203Vel = 3.00 H.190.00.862Utb17.0 4.000 18.493 to150.0Uel11.0 26.0000.0 T.435.460.02030.0 30.000 0.609Vel = 3.00 T.43 3.041.244Utr2.0 4.000 19.102 to150.00.0 2.0000.0 T.448.50.00770.0 6.000 0.046Vel = 2.24 T.44 8.291.2440.0 2.000 19.148 to150.00.00.00.0 T.4516.790.02750.0 2.000 0.055Vel = 4.43 0.0 16.79 19.203K Factor = 3.83 T.55 12.470.862Utr2.0 2.000 11.607 to150.00.0 2.0000.0 T.5412.470.09350.0 4.000 0.374Vel = 6.86 T.54 -5.200.862Utr2.0 19.000 11.981 to150.00.0 2.0000.0 H.277.270.03440.0 21.000 0.723Vel = 4.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services, Inc.-EPPage8 OLSON RESIDENCE REV1 - Two Head Calculation (H.35 & H.24)Date3/4/2016 Hyd.QaDia.FittingPipePtPt Ref."C"orFtng'sPePv*******Notes****** PointQtPf/FtEqv.Ln.TotalPfPn H.270.00.8620.0 8.000 12.704 to150.00.00.00.0 T.567.270.03440.0 8.000 0.275Vel = 4.00 T.56 -4.180.862Utb17.0 4.000 12.979 to150.0Uel11.0 26.0000.0 H.313.090.00710.0 30.000 0.212Vel = 1.70 H.310.00.862Utr2.0 10.000 13.191 to150.00.0 2.0000.0 T.603.090.00710.0 12.000 0.085Vel = 1.70 T.600.00.8620.0 2.000 13.276 to150.00.00.00.0 H.363.090.00700.0 2.000 0.014Vel = 1.70 H.360.00.862Uel11.0 10.000 13.290 to150.00.0 12.0000.0 T.573.090.00700.0 22.000 0.155Vel = 1.70 T.57 5.200.8622Utb34.0 23.000 13.445 to150.00.0 28.000 3.465 T.448.290.04390.0 51.000 2.238Vel = 4.56 0.0 8.29 19.148K Factor = 1.89 T.54 5.200.862Utb17.0 7.000 11.981 to150.0Utr2.0 16.0000.0 H.335.20.01850.0 23.000 0.426Vel = 2.86 H.330.00.862Utr2.0 23.000 12.407 to150.00.0 2.0000.0 H.375.20.01860.0 25.000 0.464Vel = 2.86 H.370.00.8620.0 14.000 12.871 to150.00.00.00.0 H.325.20.01850.0 14.000 0.259Vel = 2.86 H.320.00.862Utr2.0 3.000 13.130 to150.0Uel11.0 14.0000.0 T.575.20.01850.0 17.000 0.315Vel = 2.86 0.0 5.20 13.445K Factor = 1.42 T.38 2.360.862Utr2.0 13.000 12.318 to150.00.0 2.0000.0 H.102.360.00430.0 15.000 0.065Vel = 1.30 H.100.00.862Utr2.0 5.000 12.383 to150.00.0 2.0000.0 T.412.360.00430.0 7.000 0.030Vel = 1.30 0.0 2.36 12.413K Factor = 0.67 T.56 4.180.862Utr2.0 12.000 12.979 to150.00.0 2.0000.0 H.224.180.01240.0 14.000 0.174Vel = 2.30 H.220.00.862Utr2.0 12.000 13.153 to150.00.0 2.0000.0 T.424.180.01240.0 14.000 0.173Vel = 2.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services, Inc.-EPPage9 OLSON RESIDENCE REV1 - Two Head Calculation (H.35 & H.24)Date3/4/2016 Hyd.QaDia.FittingPipePtPt Ref."C"orFtng'sPePv*******Notes****** PointQtPf/FtEqv.Ln.TotalPfPn T.420.00.862Utr2.0 9.000 13.326 to150.00.0 2.0000.0 T.474.180.01240.0 11.000 0.136Vel = 2.30 T.470.00.862Utr2.0 3.000 13.462 to150.00.0 2.0000.0 H.144.180.01240.0 5.000 0.062Vel = 2.30 H.140.00.862Utr2.0 5.000 13.524 to150.00.0 2.0000.0 T.484.180.01240.0 7.000 0.087Vel = 2.30 0.0 4.18 13.611K Factor = 1.13 T.46 3.170.862Utr2.0 10.000 17.903 to150.00.0 2.0000.0 H.123.170.00740.0 12.000 0.089Vel = 1.74 H.120.00.862Utr2.0 12.000 17.992 to150.00.0 2.0000.0 H.173.170.00740.0 14.000 0.104Vel = 1.74 H.170.00.862Utb17.0 10.000 18.096 to150.00.0 14.0000.0 T.513.170.00740.0 24.000 0.178Vel = 1.74 T.51 -0.820.862Utr2.0 1.000 18.274 to150.00.0 2.0000.0 T.492.350.00430.0 3.000 0.013Vel = 1.29 T.490.00.862Utr2.0 9.000 18.287 to150.00.0 2.0000.0 T.392.350.00430.0 11.000 0.047Vel = 1.29 T.39 0.690.862Utr2.0 3.000 18.334 to150.00.0 2.0000.0 H.63.040.00680.0 5.000 0.034Vel = 1.67 H.60.00.862Utr2.0 26.000 18.368 to150.00.0 2.0000.0 H.23.040.00690.0 28.000 0.192Vel = 1.67 H.20.00.862Uel11.0 17.000 18.560 to150.0Utr2.0 14.0000.0 H.33.040.00690.0 31.000 0.213Vel = 1.67 H.30.00.862Uel11.0 17.000 18.773 to150.00.0 12.0000.0 H.133.040.00690.0 29.000 0.199Vel = 1.67 H.130.00.862Utb17.0 5.000 18.972 to150.00.0 14.0000.0 T.433.040.00680.0 19.000 0.130Vel = 1.67 0.0 3.04 19.102K Factor = 0.70 T.51 0.820.862Utr2.0 2.000 18.274 to150.00.0 2.0000.0 H.230.820.00050.0 4.000 0.002Vel = 0.45 H.230.00.862Utr2.0 16.000 18.276 to150.00.0 2.0000.0 H.280.820.00070.0 18.000 0.012Vel = 0.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services, Inc.-EPPage10 OLSON RESIDENCE REV1 - Two Head Calculation (H.35 & H.24)Date3/4/2016 Hyd.QaDia.FittingPipePtPt Ref."C"orFtng'sPePv*******Notes****** PointQtPf/FtEqv.Ln.TotalPfPn H.280.00.862Utr2.0 1.000 18.288 to150.00.0 2.0000.0 T.580.820.00030.0 3.000 0.001Vel = 0.45 T.58 -0.130.862Utb17.0 12.000 18.289 to150.00.0 14.0000.0 H.300.690.00050.0 26.000 0.012Vel = 0.38 H.300.00.862Utr2.0 16.000 18.301 to150.00.0 2.0000.0 H.260.690.00040.0 18.000 0.008Vel = 0.38 H.260.00.862Utr2.0 20.000 18.309 to150.00.0 2.0000.0 H.50.690.00040.0 22.000 0.009Vel = 0.38 H.50.00.862Utb17.0 19.000 18.318 to150.0Utr2.0 16.0000.0 T.390.690.00050.0 35.000 0.016Vel = 0.38 0.0 0.69 18.334K Factor = 0.16 T.58 0.130.862Utr2.0 5.000 18.289 to150.00.0 2.0000.0 T.590.130.00010.0 7.000 0.001Vel = 0.07 T.590.00.8620.0 4.000 18.290 to150.00.00.00.0 H.340.130.00.0 4.0000.0Vel = 0.07 H.340.00.862Utr2.0 9.000 18.290 to150.00.0 2.0000.0 H.290.130.00.0 11.0000.0Vel = 0.07 H.290.00.862Utb17.0 12.000 18.290 to150.0Utr2.0 16.0000.0 T.500.130.00.0 28.0000.0Vel = 0.07 0.0 0.13 18.290K Factor = 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087