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HomeMy WebLinkAboutF12-0003 calcsHydraulic Summary Report Description: MASTER AREA Job Number: CH0182 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose FlowStaticResidualFlowTotal Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 84.79675.5629.2341200.0055.00085.000 80.83Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 80.83 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 124.45gal Residential 0.100gpm/ft² 196.00ft² 196.00ft² 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Manually Flowing Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 15.05 between nodes 1 and 2 Maximum Velocity Under Ground 10.03 between nodes 7 and 8 Maximum Velocity Above Ground 4.9 K-Factor 19.60 at 16.000 Most Demanding Sprinkler Data System 2985 Booth Creek DriveEast Vail, CO Job Site/Building VAIL FIRE AND EMERGENCY SERVICES2985 Booth Creek Drive AHJ 0322985 Booth Creek Drive Job State Certification/License NumberJob Name: STEVE ALLENCH0182 Contractor Contractor Number 032 Name of Contractor: Western States Fire Protection Address 1 274 Center Drive Address 2 Glenwood Springs, CO. 81601 Contact Name Contact Title PM ExtensionPhone 720-219-0574 FAX E-mail Steve.Allen@wsfp.us Web-Site Steve Allen Address 3 Address 1 Address 2 Drawing Name 2985 Booth Creek - DESIGN - West System Flow Demand 80.83 Remote Area(s) Address 3 8/15/2013© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR10 v10.0.54.0 4:49:01AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0182 Report Description: MASTER AREA • • • • • Route 1 • • • • • Pf Pe Pv DR1.101019.606.60 0.065545 12'-8¾1.752 10129'-019.604.916.000 14'-0-0.217 1229'-6 17.535 26'-8¾ 150 Sprinkler 2E(7'-0) Pf Pe Pv CM1.394039.698.34 0.076625 2'-50.645 1229'-620.0917.535 6'-0 1129'-6 18.180 8'-5 150 Flow (q) from Route 2 C(6'-0) Pf Pe Pv FR1.394045.009.46 0.096674 10'-01.547 1129'-65.3118.180 6'-04.335 1019'-6 24.062 16'-0 150 Flow (q) from Route 3 C(6'-0) Pf Pe Pv CM1.394045.009.46 0.096674 7'-6¾1.504 1019'-6 24.062 8'-0 919'-6 25.566 15'-6¾ 150 E(8'-0) Pf Pe Pv CM1.394011.902.50 0.008257 3'-110.131 919'-6 25.566 12'-0 819'-6 25.698 15'-11 150 T(6'-0) C(6'-0) Pf Pe Pv FR1.394047.7310.03 0.107797 10'-01.725 819'-635.8325.698 6'-04.335 79'-6 31.758 16'-0 150 Flow (q) from Route 4 C(6'-0) Pf Pe Pv CM2.003047.734.86 0.018449 10'-1¼0.371 79'-6 31.758 10'-00.000 69'-6 32.128 20'-1¼ 150 T(10'-0) Pf Pe Pv FM2.009080.838.18 0.048181 61'-5¾25.902 69'-6 32.128 19'-64.769 2-1'-6 62.799 80'-11¾ 150 sCV, 3E(3'-6), BFP(-13.500), Tr(1'-0), PRV(-8.500), BV, T(5'-0), EE(2'-0), cplg(1'-0) Pf Pe Pv UG1.481080.8315.05 0.212711 60'-012.763 2-1'-6 62.799 1-1'-6 75.562 60'-0 150 Water Supply 80.83 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR1.101020.096.77 0.068609 1'-8¾0.942 10229'-020.094.916.810 12'-0-0.217 1229'-6 17.535 13'-8¾ 150 Sprinkler E(7'-0), T(5'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR1.101020.476.90 0.071039 1'-00.924 10329'-020.474.917.455 12'-0-0.217 1329'-6 18.161 13'-0 150 Sprinkler E(7'-0), T(5'-0) Pf Pe Pv CM1.39405.311.12 0.001857 4'-0½0.019 1329'-6 18.161 6'-0 1129'-6 18.180 10'-0½ 150 T(6'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR1.101020.676.97 0.072316 1'-0½0.943 10429'-020.674.917.794 12'-0-0.217 1629'-6 18.520 13'-0½ 150 Sprinkler E(7'-0), T(5'-0) Pf Pe Pv CM1.394035.837.53 0.063405 3'-3¾0.590 1629'-615.1618.520 6'-0 1529'-6 19.110 9'-3¾ 150 Flow (q) from Route 10 C(6'-0) Pf Pe Pv FR1.394035.837.53 0.063405 10'-01.014 1529'-6 19.110 6'-04.335 1419'-6 24.460 16'-0 150 T(6'-0) Pf Pe Pv CM1.394035.837.53 0.063405 11'-6¼1.238 1419'-6 24.460 8'-0 819'-6 25.698 19'-6¼ 150 E(8'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR1.39405.261.11 0.001820 10'-00.029 2229'-65.2621.922 6'-04.335 2119'-6 26.286 16'-0 150 Flow (q) from Route 8 T(6'-0) Pf Pe Pv CM1.39405.261.11 0.001820 11'-30.042 2119'-6 26.286 12'-0 2019'-6 26.329 23'-3 150 2T(6'-0) Pf Pe Pv CM1.394033.106.96 0.054762 0'-100.374 2019'-627.8426.329 6'-0 1919'-6 26.703 6'-10 150 Flow (q) from Route 7 C(6'-0) Pf Pe Pv FR1.394024.115.07 0.030469 10'-00.488 1919'-6 26.703 6'-04.335 189'-6 31.526 16'-0 150 C(6'-0) © M.E.P.CAD, Inc.8/15/2013Page 4AutoSPRINK® VR10 v10.0.54.0 4:45:29AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0182 Report Description: MASTER AREA Pf Pe Pv CM1.394024.115.07 0.030469 1'-2½0.219 189'-6 31.526 6'-0-0.000 179'-6 31.745 7'-2½ 150 T(6'-0) Pf Pe Pv CM2.003033.103.37 0.009372 8'-10¾0.383 179'-68.9931.745 32'-00.000 69'-6 32.128 40'-10¾ 150 Flow (q) from Route 6 2E(11'-0), T(10'-0) • • • • • Route 6 • • • • • Pf Pe Pv FR1.39408.991.89 0.004912 12'-00.059 2421'-68.9926.197 5.202 239'-6 31.459 12'-0 150 Flow (q) from Route 9 Pf Pe Pv CM1.39408.991.89 0.004912 36'-4¼0.287 239'-6 31.459 22'-0-0.000 179'-6 31.745 58'-4¼ 150 2E(8'-0), T(6'-0) • • • • • Route 7 • • • • • Pf Pe Pv CM1.394033.106.96 0.054762 9'-11¼0.544 919'-6 25.566 2519'-6 26.110 9'-11¼ 150 Pf Pe Pv CM1.394027.845.85 0.039767 5'-60.219 2519'-6 26.110 2019'-6 26.329 5'-6 150 • • • • • Route 8 • • • • • Pf Pe Pv CM1.39405.261.11 0.001820 5'-90.021 2519'-6 26.110 6'-0 2719'-6 26.131 11'-9 150 T(6'-0) Pf Pe Pv FR1.39405.261.11 0.001820 10'-00.029 2719'-6 26.131 6'-0-4.335 2629'-6 21.825 16'-0 150 C(6'-0) Pf Pe Pv CM1.39405.261.11 0.001820 35'-1¾0.097 2629'-6 21.825 18'-0 2229'-6 21.922 53'-1¾ 150 2T(6'-0), C(6'-0) • • • • • Route 9 • • • • • Pf Pe Pv CM1.39408.991.89 0.004912 39'-6¾0.361 1919'-6 26.703 34'-0-0.867 2421'-6 26.197 73'-6¾ 150 C(6'-0) 2E(8'-0), 2T(6'-0) • • • • • Route 10 • • • • • Pf Pe Pv CM1.394015.163.19 0.012913 13'-9½0.359 1329'-6 18.161 14'-0 1629'-6 18.520 27'-9½ 150 E(8'-0), T(6'-0) 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.8/15/2013Page 5AutoSPRINK® VR10 v10.0.54.0 4:45:29AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0182 Report Description: MASTER AREA 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.8/15/2013Page 6AutoSPRINK® VR10 v10.0.54.0 4:45:29AM Device (gpm) Actual FlowMinimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: MASTER AREA Job Number: CH0182 Sprinkler10119.6019.604.916.000 Sprinkler10220.0919.604.916.810 Sprinkler10320.4719.604.917.455 Sprinkler10420.6719.604.917.794 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/15/2013Page 3AutoSPRINK® VR10 v10.0.54.0 4:45:28AM Hydraulic Graph Report Description: MASTER AREA Job Number: CH0182 System Demand (Including Hose Allowance at Source) System Demand 55.000 @ 1200.00 Residual: Pressure 85.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 75.562 @ 80.83 75.562 @ 80.83 Available Pressure at Time of Test 84.796 @ 80.83 © M.E.P.CAD, Inc.8/15/2013Page 2AutoSPRINK® VR10 v10.0.54.0 4:45:27AM