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HomeMy WebLinkAboutF12-0005 HYDRAULICS WEST UNITHydraulic Summary Report Description: West Unit Job Number: BM0072 NodeFlow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose FlowStaticResidualFlowTotal Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@ 2184.68276.1498.5321200.0055.00085.000102.83 Design EngineerJob Number Total Water Required (Including Hose Allowance) 102.83 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 0.09gal97.68gal Residential 0.100gpm/ft² 100.00ft² 900.00ft² (Actual 343.49ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 18.55 between nodes 21 and 14 Maximum Velocity Under Ground 11.42 between nodes 18 and 20 Maximum Velocity Above Ground 5.6 K-Factor 25.60 at 20.898 Most Demanding Sprinkler Data System East Vail, CO Job Site/Building 2985 Booth Creek Drive AHJ Reusswig Remodel Job State Certification/License NumberJob Name: Hudson DeWeeseBM0072 Contractor Contractor Number 21 Name of Contractor: Western States Fire Protection Address 1 7026 S. Tucson Way Address 2 Centennial, CO 80112 Contact NameContact Title PM Extension 110 Phone 303-792-0022 FAX E-mail Hudson.DeWeese@wsfp.us Web-Site Hudson DeWeese Address 3 Address 1 Address 2 Drawing Name ALL FLOORS System Flow Demand 102.83 Remote Area(s) Address 3 02/16/2012© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR8 v8.1.11 9:40:32AM Device(gpm) Actual FlowMinimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: West Unit Job Number: BM0072 Sprinkler50125.6125.605.620.916 Sprinkler50225.6025.605.620.898 Sprinkler50325.8625.605.621.330 Sprinkler50425.7525.605.621.150 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.02/16/2012Page 2AutoSPRINK® VR8 v8.1.11 9:40:37AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary UpstreamTotal Length HWC Hydraulic Analysis Job Number: BM0072 Report Description: West Unit • • • • • Route 1 • • • • • Pf Pe Pv CM1.59804.130.660.00059811'-10.017 50227'-8½25.605.620.898Sprinkler,17'-00.001 50127'-8½20.916E(9'-0), T(8'-0)28'-1 150 Pf Pe Pv CM1.598029.744.760.02309713'-7½0.361 50127'-8½25.615.620.916Sprinkler,2'-00.053 50327'-721.330EE(2'-0)15'-7½ 150 Pf Pe Pv CM1.598055.608.890.0735091'-6½0.701 50327'-725.865.621.330Sprinkler,8'-00.155 3327'-2¾22.187T(8'-0)9'-6½ 150 Pf Pe Pv CM1.598057.719.230.07875419'-0¾2.997 3327'-2¾2.1122.187Flow (q) from Route 219'-03.385 3219'-528.569T(8'-0), EE(2'-0), E(9'-0), Z38'-0¾ 150 Pf Pe Pv CM2.950057.712.710.0039780'-00.052 3219'-528.56913'-0 1719'-528.621E(13'-0), Z13'-0 150 Pf Pe Pv CM1.598057.719.230.0787541'-00.079 1719'-528.6210.435 2018'-529.1351'-0 150 Pf Pe Pv CM1.598071.3611.420.1166459'-02.100 2018'-513.6529.135Flow (q) from Route 49'-03.902 189'-535.137E(9'-0), Z18'-0 150 Pf Pe Pv CM2.950071.363.350.0058920'-00.077 189'-535.13713'-0 369'-535.213E(13'-0), Z13'-0 150 Pf Pe Pv CM1.598071.3611.420.1166451'-00.116 369'-535.2130.431 388'-535.7601'-0 150 Pf Pe Pv CM1.598065.4510.470.0994099'-31.814 388'-535.7609'-04.010 37-0'-1041.584E(9'-0), Z18'-3 150 Pf Pe Pv CM2.950065.453.070.0050210'-00.020 37-0'-1041.5844'-0 10-0'-1041.604EE(4'-0)4'-0 150 Pf Pe Pv CM1.598065.4510.470.0994093'-32.012 10-0'-1041.60417'-0 11-0'-1043.616E(9'-0), T(8'-0)20'-3 150 Pf Pe Pv FR2.0090102.8310.410.07520813'-7¾17.389 11-0'-1037.3743.616Flow (q) from Route 311'-03.535 12-8'-11¾64.5413Tr(1'-0), sCV, 2E(3'-6), BFP(-12.537), PRV(-3.000), cplg(1'-0) 24'-7¾ 150 Pf Pe Pv UG2.0090102.8310.410.07520821'-1¼1.663 12-8'-11¾64.5411'-0 14-8'-11¾66.204cplg(1'-0)22'-1¼ 150 Pf Pe Pv UG1.5050102.8318.550.30702529'-10¾9.945 14-8'-11¾66.204Supply,2'-6 21-8'-11¾76.149S, E(2'-6)32'-4¾ 150 102.83 0.00Hose Allowance At Source 21 • • • • • Route 2 • • • • • Pf Pe Pv CM1.598021.473.440.01264713'-7½0.198 50227'-8½25.605.620.898Sprinkler,2'-00.054 50427'-721.150EE(2'-0)15'-7½ 150 Pf Pe Pv CM1.598047.237.560.0543537'-0½0.872 50427'-725.755.621.150Sprinkler,9'-00.325 3526'-1022.347E(9'-0)16'-0½ 150 Pf Pe Pv CM1.59802.110.340.00017320'-2¾0.010 3526'-1022.347T(8'-0)35'-0-0.170 3327'-2¾22.187E(9'-0), 2T(8'-0), EE(2'-0)55'-2¾ 150 • • • • • Route 3 • • • • • Pf Pe Pv CM2.950031.471.480.0012950'-00.017 3110'-534.18213'-0 418'-634.199E(13'-0)13'-0 150 Pf Pe Pv CM1.598031.475.030.02564320'-2¼1.646 418'-634.19944'-00.036 398'-535.8814E(9'-0), T(8'-0)64'-2¼ 150 Pf Pe Pv CM1.598037.375.980.03525517'-0½1.517 398'-55.9135.881Flow (q) from Route 526'-04.010 40-0'-1041.409T(8'-0), 2E(9'-0), Z43'-0½ 150 © M.E.P.CAD, Inc.02/16/2012Page 3AutoSPRINK® VR8 v8.1.11 9:40:42AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary UpstreamTotal Length HWC Hydraulic Analysis Job Number: BM0072 Report Description: West Unit Pf Pe Pv CM2.950037.371.750.0017810'-00.007 40-0'-1041.4094'-0 19-0'-1041.416EE(4'-0), Z4'-0 150 Pf Pe Pv CM1.598037.375.980.03525536'-52.201 19-0'-1041.41626'-0 11-0'-1043.6162E(9'-0), T(8'-0)62'-5 150 • • • • • Route 4 • • • • • Pf Pe Pv CM1.598045.127.220.04994513'-21.956 3526'-1022.34726'-03.215 3419'-527.519T(8'-0), 2E(9'-0), Z39'-2 150 Pf Pe Pv CM2.950045.122.120.0025230'-00.010 3419'-527.5194'-0 1318'-527.529EE(4'-0), Z4'-0 150 Pf Pe Pv CM1.598045.127.220.0499454'-41.066 1318'-527.52917'-0 1518'-528.595E(9'-0), T(8'-0)21'-4 150 Pf Pe Pv CM1.598026.264.200.01834514'-0½0.404 1518'-528.5958'-0 1618'-528.999T(8'-0)22'-0½ 150 Pf Pe Pv CM1.598013.652.180.0054718'-110.136 1618'-528.99916'-0 2018'-529.1352T(8'-0)24'-11 150 • • • • • Route 5 • • • • • Pf Pe Pv CM1.598031.475.030.02564327'-10¾1.382 3022'-212.6027.706Flow (q) from Route 726'-05.094 3110'-534.182T(8'-0), 2E(9'-0), Z53'-10¾ 150 • • • • • Route 6 • • • • • Pf Pe Pv CM1.598012.602.020.00472036'-5½0.333 1618'-528.999T(8'-0)34'-0-1.626 3022'-227.7062E(9'-0), C(8'-0)70'-5½ 150 • • • • • Route 7 • • • • • Pf Pe Pv CM1.598018.863.020.00994947'-10.737 1518'-528.59527'-0-1.626 3022'-227.7062E(9'-0), cplg(1'-0), T(8'-0)74'-1 150 • • • • • Route 8 • • • • • Pf Pe Pv CM1.59805.910.950.00116254'-50.121 388'-535.760T(8'-0)50'-0 398'-535.881E(9'-0), 4T(8'-0), cplg(1'-0)104'-5 150 1.51 4.87 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter= Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.02/16/2012Page 4AutoSPRINK® VR8 v8.1.11 9:40:42AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary UpstreamTotal Length HWC Hydraulic Analysis Job Number: BM0072 Report Description: West Unit Pipe Type Legend AOArm-Over BLBranch Line CMCross Main DNDrain DRDrop DYDynamic FMFeed Main FRFeed Riser MSMiscellaneous OROutrigger RNRiser Nipple SPSprig STStand Pipe UGUnderground Units Legend DiameterInch ElevationFoot Flowgpm Dischargegpm Velocityfps Pressurepsi LengthFoot Friction Losspsi/Foot HWCHazen-Williams Constant PtTotal pressure at a point in a pipe PnNormal pressure at a point in a pipe PfPressure loss due to friction between points PePressure due to elevation difference between indicated points PvVelocity pressure at a point in a pipe Fittings Legend ALVAlarm Valve AngVAngle Valve bBushing BalVBall Valve BFPBackflow Preventer BVButterfly Valve CCross Flow Turn 90° cplgCoupling CrCross Run CVCheck Valve DelVDeluge Valve DPVDry Pipe Valve E90° Elbow EE45° Elbow Ee111¼° Elbow Ee222½° Elbow fFlow Device fdFlex Drop FDCFire Department Connection fE90° FireLock(TM) Elbow fEE45° FireLock(TM) Elbow flgFlange FNFloating Node fTFireLock(TM) Tee gGauge GloVGlobe Valve GVGate Valve HoHose HoseHose HVHose Valve HydHydrant LtELong Turn Elbow mecTMechanical Tee NozNozzle P1Pump In P2Pump Out PIVPost Indicating Valve POPipe Outlet PRVPressure Reducing Valve PrVPressure Relief Valve redReducer/Adapter SSupply sCVSwing Check Valve SprSprinkler StStrainer TTee Flow Turn 90° TrTee Run UUnion WirFWirsbo WMVWater Meter Valve ZCap © M.E.P.CAD, Inc.02/16/2012Page 5AutoSPRINK® VR8 v8.1.11 9:40:42AM Hydraulic Graph Report Description: West Unit Job Number: BM0072 System Demand (Including Hose Allowance at Source) System Demand 55.000 @ 1200.00 Residual: Pressure 85.000 Static: Pressure Supply at Node 21 Hydraulic Graph Supply at Node 21 76.149 @ 102.83 76.149 @ 102.83 Available Pressure at Time of Test 84.682 @ 102.83 © M.E.P.CAD, Inc.02/16/2012Page 6AutoSPRINK® VR8 v8.1.11 9:40:47AM