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HomeMy WebLinkAboutA11-0064 Garage Calcs Hydraulic Summary Report Description: GARAGE Job Number: CH0096 Node Flow(gpm) Total Hose Streams 0.00 Available Required Safety Margin Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@1 120.000 90.000 1200.00 119.805 78.95 90.970 28.834 Job Number Design Engineer Total Water Required (Including Hose Allowance) 78.95 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 62.03gal Residential 0.100gpm/ft² 196.00ft² 784.00ft² (Actual 583.61ft²) 4 Occupancy Area of Application Number Of Sprinklers Calculated Coverage Per Sprinkler Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Wet Pipes Volume capacity of Dry Pipes 8.78 between nodes 1 and 2 Maximum Velocity Under Ground 16.21 between nodes 6 and 7 Maximum Velocity Above Ground 4.3 K-Factor 19.60 at 20.777 Most Demanding Sprinkler Data System VAIL CO 8657 115 FOREST ROAD Job Site 115 FOREST ROAD VAIL FIRE AHJ 115 FOREST ROAD 032 Job Job Name: State Certification/License Number CH0096 STEVE ALLEN Contractor Contractor Number 11-032B Name of Contractor: Western States Fire Protection Address 1 274 Center Drive Address 2 CityGlenwood Springs Contact Name Contact Title PM Phone Extension (720)219-0574 FAX (970)945-9504 E-mail Steve.Allen@wsfp.us Web-Site Steve Allen CO 81601 State Zip Code Address 1 Address 2 City State Zip Code Drawing Name 115 Forest Road.cad System Flow Demand 78.95 Remote Area(s) © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.60 04/07/2011 11:44:01PM Page 1 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0096 Report Description: GARAGE • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 Q=19.60 7.19 0.080687 12'-0 1.533 101 40'-5 q=19.60 K=4.3 20.777 Spr(-20.777) 7'-0 -0.217 13 40'-11 22.093 E(2'-6), T(4'-6) 19'-0 C=150 Pf Pe Pv CM 1.0250 Q=19.06 7.41 0.088218 0'-6 0.044 13 40'-11 22.093 12 40'-11 22.137 0'-6 C=150 Pf Pe Pv CM 1.0250 Q=38.94 15.14 0.330625 9'-0¼ 3.642 12 40'-11 22.137 2'-0 0.000 11 40'-11 25.779 T(2'-0) 11'-0¼ C=150 Pf Pe Pv FR 1.0550 Q=38.94 14.29 0.287291 10'-5 4.285 11 40'-11 25.779 4'-6 4.516 10 30'-6 34.580 T(4'-6) 14'-11 C=150 Pf Pe Pv CM 1.0550 Q=38.94 14.29 0.287291 34'-1¾ 9.808 10 30'-6 34.580 9 30'-6 44.388 34'-1¾ C=150 Pf Pe Pv CM 1.0550 Q=44.17 16.21 0.362695 14'-5¾ 7.788 9 30'-6 44.388 7'-0 8 30'-6 52.176 T(4'-6), E(2'-6) 21'-5¾ C=150 Pf Pe Pv FR 1.0550 Q=44.17 16.21 0.362695 10'-5 5.410 8 30'-6 52.176 4'-6 4.516 7 20'-1 62.102 T(4'-6) 14'-11 C=150 Pf Pe Pv CM 1.0550 Q=44.17 16.21 0.362695 6'-2 3.869 7 20'-1 62.102 4'-6 6 20'-1 65.971 C(4'-6) 10'-8 C=150 Pf Pe Pv FR 1.2650 Q=56.76 14.49 0.238358 10'-1 2.403 6 20'-1 65.971 4.371 5 10'-0 72.746 10'-1 C=150 Pf Pe Pv FM 1.5270 Q=78.95 13.83 0.175462 9'-10¼ 3.659 5 10'-0 72.746 11'-0 -0.000 4 10'-0 76.405 T(7'-0), E(4'-0) 20'-10¼ C=150 Pf Pe Pv FR 1.5270 Q=78.95 13.83 0.175462 10'-11¾ 18.918 4 10'-0 76.405 8'-6 3.468 3 2'-0 98.791 sCV, 2E(4'-0), BFP(-13.500), Tr(0'-6), PRV(-2.000) 19'-5¾ C=150 Pf Pe Pv FR 2.0090 Q=78.95 7.99 0.046128 1'-0 0.092 3 2'-0 98.791 1'-0 0.434 2 1'-0 99.317 cplg(1'-0) 2'-0 C=150 Pf Pe Pv UG 1.9170 Q=78.95 8.78 0.057958 77'-10½ 5.093 2 1'-0 99.317 10'-0 -13.439 1 32'-0 90.970 2E(5'-0), S 87'-10½ C=150 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 Q=19.62 7.20 0.080860 12'-0 1.537 102 40'-5 q=19.62 K=4.3 20.825 Spr(-20.825) 7'-0 -0.217 17 40'-11 22.145 E(2'-6), T(4'-6) 19'-0 C=150 Pf Pe Pv CM 1.0250 Q=40.01 15.56 0.347707 30'-8¼ 12.059 17 40'-11 22.145 4'-0 16 40'-11 34.204 2T(2'-0) 34'-8¼ C=150 Pf Pe Pv FR 1.0550 Q=40.01 14.69 0.302134 10'-5 3.147 16 40'-11 34.204 4.516 15 30'-6 41.867 10'-5 C=150 Pf Pe Pv CM 1.0550 Q=40.01 14.69 0.302134 3'-3½ 2.355 15 30'-6 41.867 4'-6 14 30'-6 44.222 T(4'-6) 7'-9½ C=150 Pf Pe Pv CM 1.0550 Q=5.23 1.92 0.006999 16'-9¼ 0.166 14 30'-6 44.222 7'-0 0.000 9 30'-6 44.388 E(2'-6), T(4'-6) 23'-9¼ C=150 • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 Q=19.85 7.29 0.082636 2'-6 0.992 103 40'-5 q=19.85 K=4.3 21.320 Spr(-21.320) 9'-6 -0.217 18 40'-11 22.095 2E(2'-6), T(4'-6) 12'-0 C=150 Pf Pe Pv CM 1.0250 Q=20.39 7.93 0.099901 0'-6 0.050 18 40'-11 22.095 0.000 17 40'-11 22.145 0'-6 C=150 • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 Q=19.87 7.29 0.082783 2'-6 0.993 104 40'-5 q=19.87 K=4.3 21.361 Spr(-21.361) 9'-6 -0.217 12 40'-11 22.137 2E(2'-6), T(4'-6) 12'-0 C=150 • • • • • Route 5 • • • • • Pf Pe Pv FR 1.0250 Q=22.19 8.63 0.116790 10'-1 1.411 20 20'-1 64.293 2'-0 4.371 19 10'-0 70.075 C(2'-0) 12'-1 C=C=150 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.60 04/07/2011 11:26:46PM Page 1 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0096 Report Description: GARAGE Pf Pe Pv CM 1.2910 Q=22.19 5.44 0.037968 52'-10 2.670 19 10'-0 70.075 17'-6 5 10'-0 72.746 T(5'-6), 2E(3'-0), Tr(0'-6), C(5'-6) 70'-4 C=150 • • • • • Route 6 • • • • • Pf Pe Pv CM 1.0550 Q=34.78 12.77 0.233187 3'-6½ 0.827 24 30'-6 53.057 23 30'-6 53.884 3'-6½ C=150 Pf Pe Pv FR 1.0550 Q=34.78 12.77 0.233187 10'-5 3.478 23 30'-6 53.884 4'-6 4.516 22 20'-1 61.878 T(4'-6) 14'-11 C=150 Pf Pe Pv CM 1.0550 Q=34.78 12.77 0.233187 2'-9¼ 1.695 22 20'-1 61.878 4'-6 21 20'-1 63.574 T(4'-6) 7'-3¼ C=150 Pf Pe Pv CM 1.0550 Q=12.60 4.62 0.035622 55'-9½ 2.397 21 20'-1 63.574 11'-6 6 20'-1 65.971 2T(4'-6), E(2'-6) 67'-3½ C=150 • • • • • Route 7 • • • • • Pf Pe Pv CM 1.0250 Q=0.54 0.21 0.000119 13'-6 0.002 13 40'-11 22.093 -0.000 18 40'-11 22.095 13'-6 C=150 • • • • • Route 8 • • • • • Pf Pe Pv CM 1.0550 Q=34.78 12.77 0.233187 14'-10¾ 4.522 14 30'-6 44.222 4'-6 0.000 25 30'-6 48.744 T(4'-6) 19'-4¾ C=150 Pf Pe Pv CM 1.0550 Q=34.78 12.77 0.233187 14'-0 4.314 25 30'-6 48.744 4'-6 24 30'-6 53.057 T(4'-6) 18'-6 C=150 • • • • • Route 9 • • • • • Pf Pe Pv CM 1.0550 Q=22.19 8.14 0.101483 2'-7 0.719 21 20'-1 63.574 4'-6 20 20'-1 64.293 T(4'-6) 7'-1 C=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. AutoSPRINK® VR7 v7.0.60 04/07/2011 11:26:46PM Page 2 Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0096 Report Description: GARAGE Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.60 04/07/2011 11:26:46PM Page 3 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: GARAGE Job Number: CH0096 Sprinkler 101 19.62 19.60 4.3 20.825 0.100gpm/ft² Sprinkler 103 19.85 19.60 4.3 21.320 0.101gpm/ft² Sprinkler 102 19.60 19.60 4.3 20.777 0.100gpm/ft² Sprinkler 104 19.87 19.60 4.3 21.361 0.101gpm/ft² Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.60 04/07/2011 11:22:34PM Page 1 Hydraulic Graph Report Description: GARAGE Job Number: CH0096 System Demand (Including Hose Allowance) System Demand 1200.00 @90.000 Residual: Pressure 120.000 Static: Pressure Supply at Node 1 Hydraulic Graph Supply at Node 1 78.95 @90.970 78.95 @90.970 Available Pressure @Time of Test 119.805 @78.95 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.60 04/07/2011 11:22:31PM Page 1