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HomeMy WebLinkAboutF12-0015 mountain cupcake stamped sprinkler M. L. Vaug han Digitally signed by M. L. Vaughan DN: cn=M. L. Vaughan, o=Vail Fire & Emergency Services, ou=Fire Prevention, email=mvaughan@vailgov.com, c=US Date: 2012.05.15 15:40:13 -06'00' By David Rhoades at 9:07 am, May 14, 2012 Hydraulic Overview Job Number: CS1529 Report Description: Ordinary Group I Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) 1 648.00 250.00 157.500 148.500 Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges CS1529 WSFP Mountain Cupcakes 194 E Gore Creek Drive Lodge at Vail 303-792-0022 303-792-9049 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 9195.87 Density +84.603 (55.3%) Address 3 Vail, CO 81657 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 05/10/2012 8:21:43AM Page 1 By David Rhoades at 9:09 am, May 14, 14, 2012 Hydraulic Summary Report Description: Ordinary Group I Job Number: CS1529 Node Flow(gpm) Total Hose Streams 250.00 Available Required Safety Margin Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@1 250.00 157.500 148.500 648.00 152.993 445.87 68.390 84.603 Job Number Design Engineer 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 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 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 194 E Gore Creek Drive Vail Fire AHJ Mountain Cupcakes 032 Job Job Name: State Certification/License Number CS1529 WSFP Contractor Contractor Number Name of Contractor: Address 1 Address 2 Contact Name Contact Title Phone Extension FAX E-mail Address 3 Web-Site Address 1 Address 2 Drawing Name WSFP -Mountain Cupcakes.cad System Flow Demand 195.87 Remote Area(s) Address 3 Vail, CO 81657 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 05/10/2012 8:22:55AM Page 1 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group I Job Number: CS1529 Sprinkler 101 23.53 19.50 5.6 17.655 Sprinkler 102 22.84 19.50 5.6 16.637 Sprinkler 103 22.64 19.50 5.6 16.350 Sprinkler 104 22.64 19.50 5.6 16.347 Sprinkler 105 21.60 19.50 5.6 14.883 Sprinkler 106 20.91 19.50 5.6 13.939 Sprinkler 107 19.60 19.60 5.6 12.250 Sprinkler 108 20.37 19.60 5.6 13.237 Sprinkler 109 21.73 19.60 5.6 15.060 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 05/10/2012 8:24:31AM Page 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) Node Analysis Report Description: Ordinary Group I Job Number: CS1529 1 1'-0 S 68.390 195.87 101 8'-2½ Spr(-17.655) 17.655 23.53 102 8'-2½ Spr(-16.637) 16.637 22.84 103 8'-2½ Spr(-16.350) 16.350 22.64 104 8'-2½ Spr(-16.347) 16.347 22.64 105 8'-2 Spr(-14.883) 14.883 21.60 106 8'-2½ Spr(-13.939) 13.939 20.91 107 8'-2½ Spr(-12.250) 12.250 19.60 108 8'-2½ Spr(-13.237) 13.237 20.37 109 7'-8½ Spr(-15.060) 15.060 21.73 3 1'-0 67.637 10 9'-9½ T(2'-0), Tr(1'-0) 15.221 11 9'-9½ T(2'-0), Tr(1'-0) 15.487 12 9'-9½ T(2'-0), Tr(1'-0) 16.335 14 9'-9½ T(2'-0), Tr(0'-6) 14.533 17 9'-9½ T(2'-0), Tr(1'-0) 17.803 18 9'-9½ T(2'-0) 15.141 22 9'-9½ T(2'-0), Tr(0'-6) 12.861 23 9'-9½ E(3'-6) 56.636 25 9'-9½ T(2'-0), Tr(0'-6) 16.656 26 9'-9½ T(2'-0), Tr(1'-0) 18.664 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 05/10/2012 8:25:22AM 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: CS1529 Report Description: Ordinary Group I • • • • • Route 1 • • • • • Pf Pe Pv BL 1.0550 19.60 7.19 0.080687 9'-7 1.298 107 8'-2½ 19.60 5.6 12.250 Sprinkler, 6'-6 -0.686 22 9'-9½ 12.861 3E(2'-0), Tr(0'-6) 16'-1 150 Pf Pe Pv BL 1.0550 39.97 14.67 0.301597 5'-10 2.359 22 9'-9½ 20.37 12.861 Flow (q) from Route 2 2'-0 10 9'-9½ 15.221 T(2'-0) 7'-10 150 Pf Pe Pv FM 2.0090 61.71 6.25 0.029239 8'-1½ 0.266 10 9'-9½ 21.73 15.221 Flow (q) from Route 5 1'-0 11 9'-9½ 15.487 Tr(1'-0) 9'-1½ 150 Pf Pe Pv FM 2.0090 104.22 10.55 0.077099 10'-0 0.848 11 9'-9½ 42.51 15.487 Flow (q) from Route 3 1'-0 12 9'-9½ 16.335 Tr(1'-0) 11'-0 150 Pf Pe Pv FM 2.0090 126.86 12.84 0.110918 8'-9 1.468 12 9'-9½ 22.64 16.335 Flow (q) from Route 6 4'-6 17 9'-9½ 17.803 E(3'-6), Tr(1'-0) 13'-3 150 Pf Pe Pv FM 2.0090 150.39 15.22 0.151952 4'-8 0.862 17 9'-9½ 17.803 1'-0 26 9'-9½ 18.664 Tr(1'-0) 5'-8 150 Pf Pe Pv FM 2.0090 195.87 19.82 0.247749 142'-9 37.972 26 9'-9½ 45.48 18.664 Flow (q) from Route 7 10'-6 23 9'-9½ 56.636 3E(3'-6), 2BV 153'-3 150 Pf Pe Pv FM 4.2600 195.87 4.41 0.009629 128'-9½ 7.186 23 9'-9½ 56.636 150'-1½ 3.815 3 1'-0 67.637 11E(13'-2), 2GV(2'-7½), BFP(-4.500) 278'-11 120 Pf Pe Pv UG 4.2200 195.87 4.49 0.007580 65'-11½ 0.754 3 1'-0 67.637 Supply, 33'-5½ 0.000 1 1'-0 68.390 2E(16'-8½), S 99'-5 140 445.87 250.00 Hose Allowance At Source 1• • • • • Route 2 • • • • • Pf Pe Pv BL 1.0550 20.37 7.48 0.086683 1'-7 0.311 108 8'-2½ 20.37 5.6 13.237 Sprinkler, 2'-0 -0.686 22 9'-9½ 12.861 T(2'-0) 3'-7 150 • • • • • Route 3 • • • • • Pf Pe Pv BL 1.0550 20.91 7.67 0.090926 11'-7 1.281 106 8'-2½ 20.91 5.6 13.939 Sprinkler, 2'-6 -0.686 14 9'-9½ 14.533 E(2'-0), Tr(0'-6) 14'-1 150 Pf Pe Pv BL 1.0550 42.51 15.60 0.337959 0'-10 0.954 14 9'-9½ 21.60 14.533 Flow (q) from Route 4 2'-0 11 9'-9½ 15.487 T(2'-0) 2'-10 150 • • • • • Route 4 • • • • • Pf Pe Pv BL 1.0550 21.60 7.93 0.096608 1'-7½ 0.349 105 8'-2 21.60 5.6 14.883 Sprinkler, 2'-0 -0.699 14 9'-9½ 14.533 T(2'-0) 3'-7½ 150 • • • • • Route 5 • • • • • Pf Pe Pv BL 1.0550 21.73 7.98 0.097669 6'-1 0.984 109 7'-8½ 21.73 5.6 15.060 Sprinkler, 4'-0 -0.903 18 9'-9½ 15.141 2T(2'-0) 10'-1 150 Pf Pe Pv FM 2.0090 21.73 2.20 0.004241 10'-10 0.080 18 9'-9½ 15.141 8'-0 10 9'-9½ 15.221 2E(3'-6), Tr(1'-0) 18'-10 150 • • • • • Route 6 • • • • • Pf Pe Pv BL 1.0550 22.64 8.31 0.105365 2'-5 0.675 104 8'-2½ 22.64 5.6 16.347 Sprinkler, 4'-0 -0.686 12 9'-9½ 16.335 E(2'-0), T(2'-0) 6'-5 150 • • • • • Route 7 • • • • • Pf Pe Pv BL 1.0550 22.64 8.31 0.105384 4'-11 0.992 103 8'-2½ 22.64 5.6 16.350 Sprinkler, 4'-6 -0.686 25 9'-9½ 16.656 2E(2'-0), Tr(0'-6) 9'-5 150 Pf Pe Pv BL 1.0550 45.48 16.69 0.382988 3'-3 2.009 25 9'-9½ 22.84 16.656 Flow (q) from Route 8 2'-0 26 9'-9½ 18.664 T(2'-0) 5'-3 150 • • • • • Route 8 • • • • • Pf Pe Pv BL 1.0550 22.84 8.38 0.107095 2'-7 0.705 102 8'-2½ 22.84 5.6 16.637 Sprinkler, 4'-0 -0.686 25 9'-9½ 16.656 E(2'-0), T(2'-0) 6'-7 150 • • • • • Route 9 • • • • • Pf Pe Pv BL 1.0550 23.53 8.64 0.113142 3'-4½ 0.834 101 8'-2½ 23.53 5.6 17.655 Sprinkler, 4'-0 -0.686 17 9'-9½ 17.803 E(2'-0), T(2'-0) 7'-4½ 150 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 05/10/2012 8:26:07AM 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: CS1529 Report Description: Ordinary Group I 1.51 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 Ho Hose 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 Reducing Valve PrV Pressure Relief 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 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® VR8 v8.1.11 05/10/2012 8:26:07AM Page 2 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. AutoSPRINK® VR8 v8.1.11 05/10/2012 8:26:53AM Page 1 Flow Diagram (Isometric View) Report Description: Ordinary Group I Job Number: CS1529 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 05/10/2012 8:27:33AM Page 1