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HomeMy WebLinkAboutF12-0015 PLANSHydraulic Overview Job Number: CS1529 Report Description: Ordinary Group I Node Flow(gpm)Hose Flow(gpm)Static(psi)Residual(psi) 1648.00250.00157.500148.500 Identifier Pressure(psi)K-Factor(K)Flow(gpm) Job System SuppliesCheck Point Gauges CS1529WSFP Mountain Cupcakes 194 E Gore Creek Drive Lodge at Vail 303-792-0022303-792-9049 WSFP - Mountain Cupcakes.cad 032 Vail Fire Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler System Pressure Demand Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated System Flow Demand Pressure Result Job Number 445.87 @ 68.390 Supply at Node 1 (648.00, 250.00, 157.500, 148.500) 0.150gpm/ft² 5.6 K-Factor 19.60 at 12.250 130.00ft² 68.390 440.00ft² (Actual 444.08ft²) 250.00 9 195.87 Density +84.603 (55.3%) Address 3 Vail, CO 81657 © M.E.P.CAD, Inc.05/10/2012Page 1AutoSPRINK® VR8 v8.1.11 8:21:43AM Hydraulic Summary Report Description: Ordinary Group I Job Number: CS1529 Node Flow(gpm) Total Hose Streams 250.00 Safety MarginRequiredAvailable Node Hose FlowStaticResidualFlowTotal Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@ 1 152.99368.39084.603648.00250.00148.500157.500445.87 Design EngineerJob Number Total Water Required (Including Hose Allowance) 445.87 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 250.00 Hose Allowance At Source Supplies 177.13gal Ordinary Group I 0.150gpm/ft² 130.00ft² 440.00ft² (Actual 444.08ft²) 9 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 4.49 between nodes 1 and 3 Maximum Velocity Under Ground 19.82 between nodes 23 and 26 Maximum Velocity Above Ground 5.6 K-Factor 19.60 at 12.250 Most Demanding Sprinkler Data System Lodge at Vail Job Site/Building Vail Fire194 E Gore Creek Drive AHJ 032Mountain Cupcakes Job State Certification/License NumberJob Name: WSFPCS1529 Contractor Contractor Number Name of Contractor: Address 1 Address 2 Contact NameContact Title ExtensionPhone FAX E-mail Web-SiteAddress 3 Address 1 Address 2 Drawing Name WSFP - Mountain Cupcakes.cad System Flow Demand 195.87 Remote Area(s) Address 3 Vail, CO 81657 05/10/2012© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR8 v8.1.11 8:22:55AM Device (gpm) Actual FlowMinimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group I Job Number: CS1529 Sprinkler10123.5319.505.617.655 Sprinkler10222.8419.505.616.637 Sprinkler10322.6419.505.616.350 Sprinkler10422.6419.505.616.347 Sprinkler10521.6019.505.614.883 Sprinkler10620.9119.505.613.939 Sprinkler10719.6019.605.612.250 Sprinkler10820.3719.605.613.237 Sprinkler10921.7319.605.615.060 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.05/10/2012Page 1AutoSPRINK® VR8 v8.1.11 8:24:31AM FittingsNodeElevation(Foot)Pressure(psi)Discharge(gpm) Node Analysis Report Description: Ordinary Group I Job Number: CS1529 11'-0S68.390195.87 1018'-2½Spr(-17.655)17.65523.53 1028'-2½Spr(-16.637)16.63722.84 1038'-2½Spr(-16.350)16.35022.64 1048'-2½Spr(-16.347)16.34722.64 1058'-2Spr(-14.883)14.88321.60 1068'-2½Spr(-13.939)13.93920.91 1078'-2½Spr(-12.250)12.25019.60 1088'-2½Spr(-13.237)13.23720.37 1097'-8½Spr(-15.060)15.06021.73 31'-067.637 109'-9½T(2'-0), Tr(1'-0)15.221 119'-9½T(2'-0), Tr(1'-0)15.487 129'-9½T(2'-0), Tr(1'-0)16.335 149'-9½T(2'-0), Tr(0'-6)14.533 179'-9½T(2'-0), Tr(1'-0)17.803 189'-9½T(2'-0)15.141 229'-9½T(2'-0), Tr(0'-6)12.861 239'-9½E(3'-6)56.636 259'-9½T(2'-0), Tr(0'-6)16.656 269'-9½T(2'-0), Tr(1'-0)18.664 © M.E.P.CAD, Inc.05/10/2012Page 1AutoSPRINK® VR8 v8.1.11 8:25:22AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CS1529 Report Description: Ordinary Group I • • • • • Route 1 • • • • • Pf Pe Pv BL1.055019.607.190.0806879'-71.298 1078'-2½19.605.612.250Sprinkler,6'-6-0.686 229'-9½12.8613E(2'-0), Tr(0'-6)16'-1 150 Pf Pe Pv BL1.055039.9714.670.3015975'-102.359 229'-9½20.3712.861Flow (q) from Route 22'-0 109'-9½15.221T(2'-0)7'-10 150 Pf Pe Pv FM2.009061.716.250.0292398'-1½0.266 109'-9½21.7315.221Flow (q) from Route 51'-0 119'-9½15.487Tr(1'-0)9'-1½ 150 Pf Pe Pv FM2.0090104.2210.550.07709910'-00.848 119'-9½42.5115.487Flow (q) from Route 31'-0 129'-9½16.335Tr(1'-0)11'-0 150 Pf Pe Pv FM2.0090126.8612.840.1109188'-91.468 129'-9½22.6416.335Flow (q) from Route 64'-6 179'-9½17.803E(3'-6), Tr(1'-0)13'-3 150 Pf Pe Pv FM2.0090150.3915.220.1519524'-80.862 179'-9½17.8031'-0 269'-9½18.664Tr(1'-0)5'-8 150 Pf Pe Pv FM2.0090195.8719.820.247749142'-937.972 269'-9½45.4818.664Flow (q) from Route 710'-6 239'-9½56.6363E(3'-6), 2BV153'-3 150 Pf Pe Pv FM4.2600195.874.410.009629128'-9½7.186 239'-9½56.636150'-1½3.815 31'-067.637 11E(13'-2), 2GV(2'-7½), BFP(-4.500) 278'-11 120 Pf Pe Pv UG4.2200195.874.490.00758065'-11½0.754 31'-067.637Supply,33'-5½0.000 11'-068.3902E(16'-8½), S99'-5 140 445.87 250.00Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL1.055020.377.480.0866831'-70.311 1088'-2½20.375.613.237Sprinkler,2'-0-0.686 229'-9½12.861T(2'-0)3'-7 150 • • • • • Route 3 • • • • • Pf Pe Pv BL1.055020.917.670.09092611'-71.281 1068'-2½20.915.613.939Sprinkler,2'-6-0.686 149'-9½14.533E(2'-0), Tr(0'-6)14'-1 150 Pf Pe Pv BL1.055042.5115.600.3379590'-100.954 149'-9½21.6014.533Flow (q) from Route 42'-0 119'-9½15.487T(2'-0)2'-10 150 • • • • • Route 4 • • • • • Pf Pe Pv BL1.055021.607.930.0966081'-7½0.349 1058'-221.605.614.883Sprinkler,2'-0-0.699 149'-9½14.533T(2'-0)3'-7½ 150 • • • • • Route 5 • • • • • Pf Pe Pv BL1.055021.737.980.0976696'-10.984 1097'-8½21.735.615.060Sprinkler,4'-0-0.903 189'-9½15.1412T(2'-0)10'-1 150 Pf Pe Pv FM2.009021.732.200.00424110'-100.080 189'-9½15.1418'-0 109'-9½15.2212E(3'-6), Tr(1'-0)18'-10 150 • • • • • Route 6 • • • • • Pf Pe Pv BL1.055022.648.310.1053652'-50.675 1048'-2½22.645.616.347Sprinkler,4'-0-0.686 129'-9½16.335E(2'-0), T(2'-0)6'-5 150 • • • • • Route 7 • • • • • Pf Pe Pv BL1.055022.648.310.1053844'-110.992 1038'-2½22.645.616.350Sprinkler,4'-6-0.686 259'-9½16.6562E(2'-0), Tr(0'-6)9'-5 150 Pf Pe Pv BL1.055045.4816.690.3829883'-32.009 259'-9½22.8416.656Flow (q) from Route 82'-0 269'-9½18.664T(2'-0)5'-3 150 • • • • • Route 8 • • • • • Pf Pe Pv BL1.055022.848.380.1070952'-70.705 1028'-2½22.845.616.637Sprinkler,4'-0-0.686 259'-9½16.656E(2'-0), T(2'-0)6'-7 150 • • • • • Route 9 • • • • • Pf Pe Pv BL1.055023.538.640.1131423'-4½0.834 1018'-2½23.535.617.655Sprinkler,4'-0-0.686 179'-9½17.803E(2'-0), T(2'-0)7'-4½ 150 © M.E.P.CAD, Inc.05/10/2012Page 1AutoSPRINK® VR8 v8.1.11 8:26:07AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CS1529 Report Description: Ordinary Group I 1.51 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 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.05/10/2012Page 2AutoSPRINK® VR8 v8.1.11 8:26:07AM Hydraulic Graph Report Description: Ordinary Group I Job Number: CS1529 System Demand (Including Hose Allowance at Source) System Demand 148.500 @ 648.00 Residual: Pressure 157.500 Static: Pressure Supply at Node 1 Hydraulic Graph Supply at Node 1 68.390 @ 195.87 68.390 @ 445.87 Available Pressure at Time of Test 152.993 @ 445.87 © M.E.P.CAD, Inc.05/10/2012Page 1AutoSPRINK® VR8 v8.1.11 8:26:53AM Flow Diagram (Isometric View)Report Description: Ordinary Group I Job Number: CS1529 © M.E.P.CAD, Inc.05/10/2012Page 1AutoSPRINK® VR8 v8.1.11 8:27:33AM