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HomeMy WebLinkAboutF13-0008 Hydraulic Information.pdfHydraulic Summary Report Description: MASTER BEDROOM A CALC AREA Job Number: CH0166 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose FlowStaticResidualFlowTotal Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 100.67889.76910.909160.0047.000125.000 85.22Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 85.22 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 138.03gal 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 Maximum Velocity Under Ground 28.72 between nodes 6 and 7 Maximum Velocity Above Ground 4.3 K-Factor 19.60 at 20.777 Most Demanding Sprinkler Data System 3807 LUPINE DRIVEVAIL, CO. 81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES3807 LUPINE DRIVE AHJ 0323807 LUPINE DRIVE Job State Certification/License NumberJob Name: STEVE ALLENCH0166 Contractor Contractor Number 12-032 Name of Contractor: WESTERN STATES FIRE PROTECTION Address 1 274 CENTER DRIVE Address 2 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 3807 Lupine Drive - DESIGN.cad System Flow Demand 85.22 Remote Area(s) Address 3 2/20/2013© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR10 v10.0.55.0 6:13:29AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0166 Report Description: MASTER BEDROOM A CALC AREA • • • • • Route 1 • • • • • Pf Pe Pv DR1.101019.606.60 0.065545 4'-9¼1.296 10139'-019.604.320.777 15'-0-0.217 939'-6 21.856 19'-9¼ 150 Sprinkler 2E(5'-0), T(5'-0) Pf Pe Pv BL1.101039.2113.21 0.236367 6'-04.964 939'-619.6121.856 15'-0 839'-6 26.819 21'-0 150 Flow (q) from Route 2 2E(5'-0), T(5'-0) Pf Pe Pv BL1.101061.0920.59 0.536973 4'-3¼4.983 839'-621.8926.819 5'-0-0.000 739'-6 31.802 9'-3¼ 150 Flow (q) from Route 3 E(5'-0) Pf Pe Pv BL1.101085.2228.72 0.994017 6'-4¼21.228 739'-624.1331.802 15'-0 639'-6 53.030 21'-4¼ 150 Flow (q) from Route 4 3E(5'-0) Pf Pe Pv FR1.101058.0319.56 0.488235 18'-011.229 639'-6 53.030 5'-07.803 521'-6 72.063 23'-0 150 C(5'-0) Pf Pe Pv CM1.394058.0312.20 0.154730 9'-03.249 521'-6 72.063 12'-0 421'-6 75.312 21'-0 150 E(6'-0), C(6'-0) Pf Pe Pv FR1.394057.2012.02 0.150651 10'-02.410 421'-6 75.312 6'-04.335 311'-6 82.058 16'-0 150 C(6'-0) Pf Pe Pv BL1.394057.2012.02 0.150651 10'-7½2.504 311'-6 82.058 6'-0 211'-6 84.562 16'-7½ 150 T(6'-0) Pf Pe Pv FR2.009085.228.63 0.053136 12'-5¾1.088 211'-6 84.562 8'-04.119 12'-0 89.769 20'-5¾ 150 sCV, 2E(3'-6), BFP, Tr(1'-0), S 85.22 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR1.101019.616.61 0.065588 4'-6¼1.281 10239'-019.614.320.791 15'-0-0.217 939'-6 21.856 19'-6¼ 150 Sprinkler 2E(5'-0), T(5'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR1.101021.897.38 0.080387 4'-0½1.130 10339'-021.894.325.906 10'-0-0.217 839'-6 26.819 14'-0½ 150 Sprinkler 2E(5'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR1.101024.138.13 0.096291 0'-60.530 10439'-024.134.331.489 5'-0-0.217 739'-6 31.802 5'-6 150 Sprinkler T(5'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR1.394028.025.89 0.040248 10'-00.644 1121'-628.0277.935 6'-04.335 1011'-6 82.915 16'-0 150 Flow (q) from Route 6 C(6'-0) Pf Pe Pv CM1.394028.025.89 0.040248 22'-11¼1.647 1011'-6 82.915 18'-0 211'-6 84.562 40'-11¼ 150 E(6'-0), 2T(6'-0) • • • • • Route 6 • • • • • Pf Pe Pv BL1.101027.199.16 0.120113 44'-9¼8.380 639'-6 53.030 25'-0 1439'-6 61.411 69'-9¼ 150 C(5'-0) 3E(5'-0), T(5'-0) Pf Pe Pv FR1.101027.199.16 0.120113 18'-02.763 1439'-6 61.411 5'-07.803 1321'-6 71.977 23'-0 150 T(5'-0) Pf Pe Pv BL1.101027.199.16 0.120113 17'-103.342 1321'-6 71.977 10'-0 1221'-6 75.319 27'-10 150 2T(5'-0) Pf Pe Pv BL1.101028.029.44 0.127000 15'-7¼2.617 1221'-60.8375.319 5'-0 1121'-6 77.935 20'-7¼ 150 Flow (q) from Route 7 C(5'-0) • • • • • Route 7 • • • • • Pf Pe Pv BL1.10100.830.28 0.000190 17'-11¼0.006 421'-6 75.312 15'-0 1221'-6 75.319 32'-11¼ 150 C(5'-0) 2T(5'-0) © M.E.P.CAD, Inc.2/22/2013Page 1AutoSPRINK® VR10 v10.0.55.0 11:57:12AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0166 Report Description: MASTER BEDROOM A CALC AREA 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.2/22/2013Page 2AutoSPRINK® VR10 v10.0.55.0 11:57:12AM Device (gpm) Actual FlowMinimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: MASTER BEDROOM A CALC AREA Job Number: CH0166 Sprinkler10119.6019.604.320.777 Sprinkler10219.6119.604.320.791 Sprinkler10321.8919.604.325.906 Sprinkler10424.1319.604.331.489 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/20/2013Page 3AutoSPRINK® VR10 v10.0.55.0 6:10:08AM Hydraulic Graph Report Description: MASTER BEDROOM A CALC AREA Job Number: CH0166 System Demand (Including Hose Allowance at Source) System Demand 47.000 @ 160.00 Residual: Pressure 125.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 89.769 @ 85.22 89.769 @ 85.22 Available Pressure at Time of Test 100.678 @ 85.22 © M.E.P.CAD, Inc.2/20/2013Page 2AutoSPRINK® VR10 v10.0.55.0 6:10:06AM Hydraulic Summary Report Description: LIVINGROOM B CALC AREA Job Number: CH0166 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose FlowStaticResidualFlowTotal Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 20 102.16189.88812.273160.0047.000125.000 82.37Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 82.37 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 128.70gal 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 Maximum Velocity Under Ground 27.76 between nodes 26 and 27 Maximum Velocity Above Ground 4.3 K-Factor 19.60 at 20.777 Most Demanding Sprinkler Data System 3807 LUPINE DRIVEVAIL, CO. 81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES3807 LUPINE DRIVE AHJ 0323807 LUPINE DRIVE Job State Certification/License NumberJob Name: STEVE ALLENCH0166 Contractor Contractor Number 12-032 Name of Contractor: WESTERN STATES FIRE PROTECTION Address 1 274 CENTER DRIVE Address 2 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 3807 Lupine Drive - DESIGN.cad System Flow Demand 82.37 Remote Area(s) Address 3 2/22/2013© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR10 v10.0.55.0 12:02:52PM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0166 Report Description: LIVINGROOM B CALC AREA • • • • • Route 1 • • • • • Pf Pe Pv DR1.101019.606.60 0.065545 12'-02.097 30139'-019.604.320.777 20'-0-0.217 2939'-6 22.657 32'-0 150 Sprinkler 3E(5'-0), T(5'-0) Pf Pe Pv BL1.101039.7913.41 0.242895 13'-03.158 2939'-620.1922.657 2839'-6 25.815 13'-0 150 Flow (q) from Route 2 Pf Pe Pv BL1.101060.7120.46 0.530711 0'-60.265 2839'-620.9225.815 2739'-6 26.080 0'-6 150 Flow (q) from Route 3 Pf Pe Pv BL1.101082.3727.76 0.933420 4'-413.379 2739'-621.6726.080 10'-0 2639'-6 39.459 14'-4 150 Flow (q) from Route 4 E(5'-0), C(5'-0) Pf Pe Pv FR1.101048.4016.31 0.349054 18'-06.283 2639'-6 39.459 7.803 2521'-6 53.546 18'-0 150 Pf Pe Pv BL1.101048.4016.31 0.349054 17'-3½9.527 2521'-6 53.546 10'-0 2421'-6 63.072 27'-3½ 150 E(5'-0), T(5'-0) Pf Pe Pv BL1.394082.3717.32 0.295816 8'-1¼4.173 2421'-633.9763.072 6'-0 2321'-6 67.246 14'-1¼ 150 Flow (q) from Route 5 C(6'-0) Pf Pe Pv FR1.394082.3717.32 0.295816 10'-02.958 2321'-6 67.246 4.335 2211'-6 74.539 10'-0 150 Pf Pe Pv BL1.394082.3717.32 0.295816 22'-410.158 2211'-6 74.539 12'-0 2111'-6 84.698 34'-4 150 T(6'-0), E(6'-0) Pf Pe Pv FR2.009082.378.34 0.049896 12'-5¾1.072 2111'-6 84.698 9'-04.119 202'-0 89.888 21'-5¾ 150 sCV, 2E(3'-6), BFP, Tr(1'-0), S, cplg(1'-0) 82.37 0.00 Hose Allowance At Source 20 • • • • • Route 2 • • • • • Pf Pe Pv DR1.101020.196.80 0.069233 2'-00.831 30239'-020.194.322.043 10'-0-0.217 2939'-6 22.657 12'-0 150 Sprinkler 2E(5'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR1.101020.927.05 0.073934 12'-02.366 30339'-020.924.323.666 20'-0-0.217 2839'-6 25.815 32'-0 150 Sprinkler 3E(5'-0), T(5'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR1.101021.677.30 0.078902 1'-60.907 30439'-021.674.325.390 10'-0-0.217 2739'-6 26.080 11'-6 150 Sprinkler E(5'-0), T(5'-0) • • • • • Route 5 • • • • • Pf Pe Pv BL1.394033.977.14 0.057457 0'-100.393 3239'-633.9751.970 6'-0 3139'-6 52.363 6'-10 150 Flow (q) from Route 6 T(6'-0) Pf Pe Pv FR1.394033.977.14 0.057457 18'-01.034 3139'-6 52.363 7.803 3021'-6 61.201 18'-0 150 Pf Pe Pv BL1.394033.977.14 0.057457 20'-71.872 3021'-6 61.201 12'-0 2421'-6 63.072 32'-7 150 2T(6'-0) • • • • • Route 6 • • • • • Pf Pe Pv BL1.101033.9711.45 0.181299 39'-012.511 2639'-6 39.459 30'-0 3239'-6 51.970 69'-0 150 C(5'-0) 3E(5'-0), 2T(5'-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.2/22/2013Page 4AutoSPRINK® VR10 v10.0.55.0 12:02:55PM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0166 Report Description: LIVINGROOM B CALC 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.2/22/2013Page 5AutoSPRINK® VR10 v10.0.55.0 12:02:55PM Device (gpm) Actual FlowMinimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: LIVINGROOM B CALC AREA Job Number: CH0166 Sprinkler30119.6019.604.320.777 Sprinkler30220.1919.604.322.043 Sprinkler30320.9219.604.323.666 Sprinkler30421.6719.604.325.390 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/22/2013Page 3AutoSPRINK® VR10 v10.0.55.0 12:02:54PM Hydraulic Graph Report Description: LIVINGROOM B CALC AREA Job Number: CH0166 System Demand (Including Hose Allowance at Source) System Demand 47.000 @ 160.00 Residual: Pressure 125.000 Static: Pressure Water Supply at Node 20 Hydraulic Graph Water Supply at Node 20 89.888 @ 82.37 89.888 @ 82.37 Available Pressure at Time of Test 102.161 @ 82.37 © M.E.P.CAD, Inc.2/22/2013Page 2AutoSPRINK® VR10 v10.0.55.0 12:02:53PM Hydraulic Summary Report Description: GARAGE A CALC AREA Job Number: CH0166 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose FlowStaticResidualFlowTotal Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 88.40470.74617.658160.0047.000125.000 106.28Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 106.28 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 121.53gal Residential 0.100gpm/ft² 256.00ft² 256.00ft² 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 Maximum Velocity Under Ground 22.34 between nodes 5 and 15 Maximum Velocity Above Ground 4.3 K-Factor 25.60 at 35.444 Most Demanding Sprinkler Data System 3807 LUPINE DRIVEVAIL, CO. 81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES3807 LUPINE DRIVE AHJ 0323807 LUPINE DRIVE Job State Certification/License NumberJob Name: STEVE ALLENCH0166 Contractor Contractor Number 12-032 Name of Contractor: WESTERN STATES FIRE PROTECTION Address 1 274 CENTER DRIVE Address 2 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 3807 Lupine Drive - DESIGN.cad System Flow Demand 106.28 Remote Area(s) Address 3 2/20/2013© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR10 v10.0.55.0 6:53:00AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0166 Report Description: GARAGE A CALC AREA • • • • • Route 1 • • • • • Pf Pe Pv DR1.101025.608.63 0.107426 12'-10¾1.922 20121'-025.604.335.444 5'-0-0.217 1621'-6 37.150 17'-10¾ 150 Sprinkler E(5'-0) Pf Pe Pv BL1.101051.6717.41 0.393863 7'-7¾6.954 1621'-626.0737.150 10'-0 1521'-6 44.104 17'-7¾ 150 Flow (q) from Route 2 E(5'-0), T(5'-0) Pf Pe Pv BL1.3940106.2822.34 0.473988 3'-7½1.718 1521'-654.6144.104 -0.000 521'-6 45.822 3'-7½ 150 Flow (q) from Route 3 Pf Pe Pv CM1.394088.0118.50 0.334370 9'-07.022 521'-6 45.822 12'-0 421'-6 52.844 21'-0 150 E(6'-0), C(6'-0) Pf Pe Pv FR1.394073.4815.45 0.239441 10'-03.831 421'-6 52.844 6'-04.335 311'-6 61.010 16'-0 150 C(6'-0) Pf Pe Pv BL1.394073.4815.45 0.239441 10'-7½3.980 311'-6 61.010 6'-0 211'-6 64.990 16'-7½ 150 T(6'-0) Pf Pe Pv FR2.0090106.2810.76 0.079949 12'-5¾1.637 211'-6 64.990 8'-04.119 12'-0 70.746 20'-5¾ 150 sCV, 2E(3'-6), BFP, Tr(1'-0), S 106.28 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR1.101026.078.79 0.111098 0'-60.611 20221'-026.074.336.755 5'-0-0.217 1621'-6 37.150 5'-6 150 Sprinkler T(5'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR1.101027.239.18 0.120405 0'-60.662 20321'-027.234.340.095 5'-0-0.217 1821'-6 40.541 5'-6 150 Sprinkler T(5'-0) Pf Pe Pv BL1.394027.235.72 0.038158 12'-4¾0.473 1821'-6 40.541 1721'-6 41.014 12'-4¾ 150 Pf Pe Pv BL1.394054.6111.48 0.138298 10'-4¼3.090 1721'-627.3941.014 12'-0 1521'-6 44.104 22'-4¼ 150 Flow (q) from Route 4 E(6'-0), T(6'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR1.101027.399.23 0.121698 0'-60.669 20421'-027.394.340.561 5'-0-0.217 1721'-6 41.014 5'-6 150 Sprinkler T(5'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR1.394032.816.90 0.053865 10'-00.862 1121'-632.8157.588 6'-04.335 1011'-6 62.785 16'-0 150 Flow (q) from Route 6 C(6'-0) Pf Pe Pv CM1.394032.816.90 0.053865 22'-11¼2.205 1011'-6 62.785 18'-0 211'-6 64.990 40'-11¼ 150 E(6'-0), 2T(6'-0) • • • • • Route 6 • • • • • Pf Pe Pv FR1.101018.276.16 0.057551 18'-01.611 521'-6 45.822 10'-0-7.803 639'-6 39.630 28'-0 150 C(5'-0) C(5'-0) Pf Pe Pv BL1.101018.276.16 0.057551 44'-9¼3.728 639'-6 39.630 20'-0 1439'-6 43.358 64'-9¼ 150 3E(5'-0), T(5'-0) Pf Pe Pv FR1.101018.276.16 0.057551 18'-01.324 1439'-6 43.358 5'-07.803 1321'-6 52.485 23'-0 150 T(5'-0) Pf Pe Pv BL1.101018.276.16 0.057551 17'-101.601 1321'-6 52.485 10'-0 1221'-6 54.086 27'-10 150 2T(5'-0) Pf Pe Pv BL1.101032.8111.05 0.169965 15'-7¼3.502 1221'-614.5454.086 5'-0 1121'-6 57.588 20'-7¼ 150 Flow (q) from Route 7 C(5'-0) • • • • • Route 7 • • • • • Pf Pe Pv BL1.101014.544.90 0.037704 17'-11¼1.242 421'-6 52.844 15'-0 1221'-6 54.086 32'-11¼ 150 C(5'-0) 2T(5'-0) © M.E.P.CAD, Inc.2/22/2013Page 1AutoSPRINK® VR10 v10.0.55.0 11:28:05AM Pipe TypeDiameterFlowVelocityFriction LossLengthPressure DownstreamElevationDischargeK-FactorPtPnFittingsEq. LengthSummary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0166 Report Description: GARAGE A CALC AREA 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.2/22/2013Page 2AutoSPRINK® VR10 v10.0.55.0 11:28:05AM Device (gpm) Actual FlowMinimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: GARAGE A CALC AREA Job Number: CH0166 Sprinkler20125.6025.604.335.444 Sprinkler20226.0725.604.336.755 Sprinkler20327.2325.604.340.095 Sprinkler20427.3925.604.340.561 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/20/2013Page 3AutoSPRINK® VR10 v10.0.55.0 6:53:04AM Hydraulic Graph Report Description: GARAGE A CALC AREA Job Number: CH0166 System Demand (Including Hose Allowance at Source) System Demand 47.000 @ 160.00 Residual: Pressure 125.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 70.746 @ 106.28 70.746 @ 106.28 Available Pressure at Time of Test 88.404 @ 106.28 © M.E.P.CAD, Inc.2/20/2013Page 2AutoSPRINK® VR10 v10.0.55.0 6:53:02AM