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HomeMy WebLinkAboutF16-0006 calcs 1111-1ydraulic Summary ` Job Number:CH0276 Report Description:UNIT 2-UPPER-MASTER BED/BATH Job Number Design Engineer CH0276 Geoffrey Funk Job Name: State Certification/License Number 1226 Westhaven Duplex 032 Address 1 AHJ 1226 Westhaven Circle VAIL FIRE AND EMERGENCY SERVICES Address 2 Job Site/Building Vail,CO 81657 1226 Westhaven Circle Address 3 Drawing Name CH0276-1226WesthavenCr-DESIGN Sys Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 19.6 at 16.0 Residential Manually Flowing Hose Allowance At Source Density Area of Application 0.0 0.10gpm/ft2 784.00ft2 Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 4 196.00ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 0.0 System Flow Demand Total Water Required(Including Hose Allowance) 80.0 80.0 Maximum Pressure Unbalance In Loops 0.0 Maximum Velocity Above Ground 16.74 between nodes 7 and 8 Maximum Velocity Under Ground 8.51 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 102.7gal Supplies Hose Flow Static ResidualFlow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 _ Water Supply 85.0 19.5 821.0 84.1 80.0 71.0 13.1 Contractor Contractor Number Contact Name Contact Title 32 Steve Allen Sales/PM Name of Contractor: Phone Extension Western States Fire Protection 720-219-0574 Address 1 FAX 7026 S Tucson Way Address 2 E-mail steve.allen@wsfp.us Address 3 Web-Site Centennial,CO.80112 M[J©M.E.P.CAD, Inc. 4 AutoSPRINK®VR11 v11.0.30.0 3/1/2016 1:19:14PM Page 1 i- Hydraulic Analysis Job Number:CH0276 �,i'4 w Report Description:UNIT 2-UPPER-MASTER BED/BATH Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length - Route 1 DR 1.055 19.6 7.19 150 0.080687 7-6 Pf 0.8 101 37'-0 19.6 4.9 16.0 Sprinkler, 2'-0 Pe -0.2 9 37'-6 16.5 E(2'-0) 9'-6 Pv BL 1.055 39.5 14.51 150 0.295548 4'-3'/2 Pf 1.9 9 37'-6 19.9 16.5 Flow(q)from Route 2 2'-0 Pe 8 37'-6 18.4 T(2'-0) 6'-31/2 Pv BL 1.055 45.6 16.74 150 0.384876 1'-7 Pf 1.4 8 37'-6 6.1 18.4 Flow(q)from Route 9 2'-0 Pe 7 37'-6 19.8 E(2'-0) 3'-7 Pv FR 1.055 45.6 16.74 150 0.384876 10'-6 Pf 4.8 7 37'-6 19.8 2'-0 Pe 4.6 6 27'-0 29.1 T(2'-0) 12'-6 Pv BL 1.055 27.0 9.91 150 0.145922 5'-2 Pf 1.0 6 27-0 29.1 2'-0 Pe 5 27'-0 30.2 E(2'-0) 7-2 Pv FR 1.055 27.0 9.91 150 0.145922 15'-6 Pf 2.6 5 27'-0 30.2 2'-0 Pe 6.7 4 11'-6 39.5 E(2'-0) 17-6 Pv BL 1.055 27.0 9.91 150 0.145922 22'-91/2 Pf 4.2 4 11'-6 39.5 6'-0 Pe 3 11'-6 43.7 3T(2'-0) 28'-91/2 Pv FM 2.009 80.0 8.09 150 0.047230 24'-6 Pf 17.2 3 11'-6 53.0 43.7 Flow(q)from Route 3 22'-6 Pe 4.8 2 0'-6 65.7 5E(3'-6),4cplg(1'-0),BFP(-6.5), 47-0 Pv f(-0.0),sCV,Tr(1'-0),PRV(-8.5), BV UG 1.959 80.0 8.51 150 0.053398 100'-0 Pf 5.3 2 0'-6 65.7 Pe 1 0'-6 71.0 Water Supply 100'-0 Pv 0.0 Hose Allowance At Source 1 80.0 - Route 2 DR 1.055 19.9 7.32 150 0.083288 0'-6 Pf 0.2 102 37-0 19.9 4.9 16.6 Sprinkler, 2'-0 Pe -0.2 9 37'-6 16.5 T(2'-0) 2'-6 Pv Route 3 DR 1.055 20.0 7.34 150 0.083696 9'-6 Pf 1.0 103 37'-0 20.0 4.9 16.6 Sprinkler, 2'-0 Pe -0.2 15 37'-6 17.4 E(2'-0) 11'-6 Pv BL 1.055 40.4 14.84 150 0.307928 0'-11 Pf 0.9 15 37'-6 20.4 17.4 Flow(q)from Route 4 2'-0 Pe 14 37'-6 18.3 T(2'-0) 2'-11 Pv BL 1.055 34.4 12.61 150 0.227930 16'-6% Pf 5.1 14 37'-6 18.3 6'-0 Pe 13 37'-6 23.4 2T(2'-0), E(2'-0) 22'-6'/2 Pv FR 1.055 34.4 12.61 150 0.227930 10'-6 Pf 2.4 13 37'-6 23.4 Pe 4.6 12 27'-0 30.4 _ 10'-6 Pv FR 1.055 31.1 11.42 150 0.189876 15'-6 Pf 3.3 12 27-0 30.4 2'-0 Pe 6.7 11 11'-6 40.4 T(2'-0) 17'-6 Pv CM 1.291 38.5 9.44 150 0.105291 2'-81/2 Pf 0.8 11 11'-6 7.4 40.4 Flow(q)from Route 6 5'-0 Pe 10 11'-6 41.2 E(2'-0),T(3'-0) 7-81/2 Pv CM 1.291 53.0 12.98 150 0.189912 9'-10 Pf 2.4 10 11-6 14.5 41.2 Flow(q)from Route 5 3'-0 Pe 3 11'-6 43.7 T(3'-0) 12'-10 Pv - Route 4 DR 1.055 20.4 7.50 150 0.087154 0'-6 Pf 0.2 104 37'-0 20.4 4.9 17.4 Sprinkler, 2'-0 Pe -0.2 15 37'-6 17.4 T(2'-0) 2'-6 Pv - Route 5 FR 1.055 14.5 5.31 150 0.045965 15'-6 Pf 0.7 17 27'-0 32.4 Pe 6.7 16 11'-6 39.8 15'-6 Pv BL 1.055 14.5 5.31 150 0.045965 24'-1'/2 Pf 1.4 16 11'-6 39.8 6'-0 Pe 10 11'-6 41.2 2T(2'-0),E(2'-0) 30'-1'% Pv - Route 6 &©M.E.P.CAD, Inc. 41 AutoSPRINK®VR11 v11.0.30.0 3/1/2016 1:19:18PM Page 4 i- Hydraulic Analysis Job Number:CH0276 ..i w Report Description:UNIT 2-UPPER-MASTER BED/BATH Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length FR 1.055 7.4 2.71 150 0.013237 15'-6 Pf 0.2 19 27'-0 7.4 33.0 Flow(q)from Route 7 2'-0 Pe 6.7 18 11'-6 40.0 E(2'-0) 17'-6 Pv BL 1.055 7.4 2.71 150 0.013237 27-8% Pf 0.4 18 11'-6 40.0 4'-0 Pe 11 11'-6 40.4 2T(2'-0) 31'-8'% Pv - Route 7 BL 1.055 21.8 8.01 150 0.098549 14'-1'% Pf 2.0 20 27'-0 3.2 30.4 Flow(q)from Route 8 6'-0 Pe 17 27'-0 32.4 2E(2'-0),T(2'-0) 20'-1'% Pv BL 1.055 7.4 2.71 150 0.013237 39'-9% Pf 0.6 17 27'-0 32.4 T(2'-0) 8'-0 Pe 19 27'-0 33.0 3T(2'-0) 47'-9% Pv - Route 8 BL 1.055 3.2 1.19 150 0.002873 12'-8 Pf 0.1 12 27'-0 30.4 T(2'-0) 6'-0 Pe 20 27'-0 30.4 2T(2'-0) 18'-8 Pv - Route 9 BL 1.055 6.1 2.23 150 0.009218 12'-1 Pf 0.1 14 37'-6 18.3 Pe 8 37-6 18.4 12'-1 Pv - Route 10 BL 1.055 18.6 6.83 150 0.073288 17'-61/2 Pf 1.3 6 27'-0 29.1 Pe 20 27'-0 30.4 17'-6% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) 1 C Value Multiplier I / Actual Inside Diameter \4 87 Value Of C 100 130 140 150 l Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ,M[J©M.E.P.CAD, Inc. 111 AutoSPRINK®VR11 v11.0.30.0 3/1/2016 1:19:18PM Page 5 i� Hydraulic Analysis Job Number:CH0276 Report Description:UNIT 2-UPPER-MASTER BED/BATH Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 111A°Elbow Ee2 221A°Elbow 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 GIoV 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 LM ©M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.30.0 3/1/2016 1:19:18PM Page 6 Ail Summary Of Outflowing Devices I Job Number:CH0276 A Report Description:UNIT 2-UPPER-MASTER BED/BATH Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) b Sprinkler 101 19.6 19.6 4.9 16.0 Sprinkler 102 19.9 19.6 4.9 16.6 Sprinkler 103 20.0 19.6 4.9 16.6 Sprinkler 104 20.4 19.6 4.9 17.4 ♦ Most Demanding Sprinkler Data LM,©M.E.P.CAD, Inc. i,Il AutoSPRINK®VR11 v11.0.30.0 3/1/2016 1:19:47PM Page 3 Hydraulic Graph Job Number:CH0276 Report Description:UNIT 2-UPPER-MASTER BED/BATH Water Supply at Node 1 100 90 Static Pressure 85.0 80 80.0 71.0 70 i 60 N a 50 co System demand curve 40 30 20 821.0 @ 19.5 y 10 0 IWllllllllll 111111111 111111111 III I I I I I I 0200 400 600 800 1000 1200 1400 1600 1800 2000 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 85.0 Residual:Pressure 19.5 @ 821.0 Available Pressure at Time of Test 84.1 @ 80.0 System Demand 71.0 @ 80.0 System Demand(Including Hose Allowance at Source) 71.0 @ 80.0 LM ©M.E.P.CAD, Inc. 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