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HomeMy WebLinkAboutF17-0001_CALCS.pdf 1111-1ydraulic Summary ` Job Number:CH0306 Report Description: UPPER LEVEL-MASTER BED Job Number Design Engineer CH0306 STEVE ALLEN Job Name: State Certification/License Number 716 Forest Road-Unit B 032 Address 1 AHJ 716 Forest Road Vail Fire And Emergancy Services Address 2 Job Site/Building Vail,Co 81657 716 Forest Road Address 3 Drawing Name 716ForestUnitB-Design S ri 41 Remote Area s Most Demanding Sprinkler Data Occupancy Job Suffix 4.2 K-Factor 19.60 at 21.778 Residential Manually Flowing Hose Allowance At Source Density Area of Application 0.00 0.100gpm/ft2 784.00ft2 Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(corn) 4 196.00ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 0.00 System Flow Demand Total Water Required(Including Hose Allowance) 84.17 84.17 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 20.09 between nodes 5 and 6 Maximum Velocity Under Ground 8.96 between nodes 2 and 3 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 235.09gal Supplies Hose Flow Static ResidualFlow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 _ Water Supply 100.000 _ 16.800 _ 762.00 98.587 84.17 56.460 _ 42.128 • Contractor Contractor Number Contact Name Contact Title 032 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 1/12/2017 3:14:21 PM Page 1 i- Hydraulic Analysis Job Number:CH0306 �,i'4 w Report Description: UPPER LEVEL-MASTER BED 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 0.9130 19.60 9.61 150 0.163136 5-10% Pf 2.105 101 39'-6 19.60 4.2 21.778 Sprinkler, 7'-0 Pe -0.217 16 40'-0 23.666 E(2'-0),T(5'-0) 12'-10% Pv BL 0.9130 39.39 19.30 150 0.593448 9'-2'/2 Pf 5.464 16 40'-0 19.79 23.666 Flow(q)from Route 2 Pe 15 40'-0 29.130 9'-2'/2 Pv BL 0.9130 39.71 19.46 150 0.602351 4'-7'% P• f 2.782 15 40'-0 0.32 29.130 Flow(q)from Route 3 Pe 14 40'-0 31.912 4'-7'% Pv CM 1.1410 62.68 19.67 150 0.473291 2'-10% Pf 1.369 14 40'-0 22.97 31.912 Flow(q)from Route 4 Pe 13 40'-0 33.281 2'-10% Pv FR 1.1410 62.68 19.67 150 0.473291 9'-0 Pf 7.099 13 40'-0 33.281 6'-0 Pe 3.902 12 31'-0 44.282 T(6'-0) 15-0 Pv CM 1.1410 57.54 18.05 150 0.403909 0'-10 Pf 2.760 12 31'-0 44.282 6'-0 Pe 11 31'-0 47.042 T(6'-0) 6'-10 Pv FR 1.1410 57.54 18.05 150 0.403909 9'-0 Pf 3.635 11 31'-0 47.042 Pe 3.902 10 22'-0 54.579 9'-0 Pv CM 1.1410 57.54 18.05 150 0.403909 1'-4 Pf 2.965 10 22'-0 54.579 6'-0 Pe 9 22'-0 57.543 T(6'-0) 7'-4 Pv CM 1.1410 50.76 15.93 150 0.320322 8'-10% P• f 6.688 9 22'-0 57.543 12'-0 Pe 8 22'-0 64.232 2T(6'-0) 20'-10% Pv FR 1.1410 44.41 13.94 150 0.250206 9'-6 Pf 3.128 8 22'-0 64.232 3'-0 Pe 4.119 7 12'-6 71.478 E(3'-0) 12'-6 Pv CM 1.1410 44.41 13.94 150 0.250206 23'-6 Pf 5.879 7 12'-6 71.478 Pe 6 12'-6 77.357 23'-6 Pv CM 1.1410 64.02 20.09 150 0.492104 5-3'/4 P• f 5.544 6 12'-6 19.60 77.357 Flow(q)from Route 5 6'-0 Pe 5 12'-6 82.901 T(6'-0) 11'-3% Pv FM 1.5270 84.17 14.74 150 0.197500 14'-9% Pf 18.610 5 12'-6 20.15 82.901 Flow(q)from Route 6 6'-0 Pe 4.119 4 3'-0 105.629 2E(2'-6),Tr(1'-0),BFP(-6.000), 20'-93/4 Pv PRV(-8.500) FM 2.0090 84.17 8.52 150 0.051922 3'-0 Pf 0.389 4 3'-0 105.629 4'-6 Pe 0.867 3 1'-0 106.886 E(3'-6),BV,cplg(1'-0) _ 7'-6 Pv UG 1.9590 84.17 8.96 150 0.058702 101'-0 Pf 6.340 3 1'-0 106.886 7'-0 Pe 0.434 2 0'-0 113.659 2E(3'-6) 108'-0 Pv UG 6.2800 84.17 0.87 140 0.000229 115'-0 Pf 0.026 2 0'-0 113.659 Pe -57.226 1 132'-0 56.460 Water Supply 115'-0 Pv 0.00 Hose Allowance At Source 1 84.17 - Route 2 - DR 0.9130 19.79 9.70 150 0.166106 3.-1% Pf 1.677 102 39'-6 19.79 4.2 22.207 Sprinkler, 7'-0 Pe -0.217 16 40'-0 23.666 E(2'-0),T(5'-0) 10'-1% Pv - Route 3 DR 0.9130 21.80 10.68 150 0.198609 5-1% Pf 2.407 103 39'-6 21.80 4.2 26.939 Sprinkler, 7'-0 Pe -0.217 17 40'-0 29.130 E(2'-0),T(5'-0) 12'-1'% Pv BL 0.9130 0.32 0.16 150 0.000080 5-4% Pf 0.001 17 40'-0 29.130 5-0 Pe 15 40'-0 29.130 T(5-0) 10'-4%Pv - Route 4 DR 0.9130 22.97 11.26 150 0.218852 3.-1% Pf 2.209 104 39'-6 22.97 4.2 29.920 Sprinkler, 7'-0 Pe -0.217 14 40'-0 31.912 E(2'-0),T(5'-0) 10'-1% Pv - Route 5 FR 0.9130 19.60 9.61 150 0.163213 9'-6 Pf 1.714 19 22'-0 6.35 65.597 Flow(q)from Route 10 1'-0 Pe 4.119 18 12'-6 71.429 EE(1'-0) 10'-6 Pv ,M[J©M.E.P.CAD, Inc. le AutoSPRINK®VR11 v11.0.30.0 1/12/2017 3:13:39PM Page 4 i- Hydraulic Analysis Job Number:CH0306 ..i w Report Description:UPPER LEVEL-MASTER BED Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 0.9130 19.60 9.61 150 0.163213 24'-33/4 Pf 5.927 18 12'-6 71.429 12'-0 Pe 6 12'-6 77.357 2T(5'-0),E(2'-0) 36'-33/4 Pv - Route 6 FR 0.9130 20.15 9.87 150 0.171647 9'-6 Pf 1.802 21 22'-0 68.804 1'-0 Pe 4.119 20 _ 12'-6 74.725 EE(1'-0) 10'-6 Pv BL 0.9130 20.15 9.87 150 0.171647 27'-7'/2 Pf 8.176 20 12'-6 74.725 20'-0 Pe 5 12'-6 82.901 4T(5'-0) 47'-7'/2 Pv - Route 7 BL 0.9130 26.63 13.05 150 0.287587 1'-23/4 Pf 0.644 25 31'-0 20.31 50.060 Flow(q)from Route 8 1'-0 Pe 24 31'-0 50.704 EE(1'-0) 2'-23/4 Pv FR 0.9130 26.63 13.05 150 0.287587 9'-0 Pf 4.026 24 31'-0 50.704 5'-0 Pe 3.902 23 22'-0 58.632 1(5'-0) 14'-0 Pv BL 0.9130 33.41 16.37 150 0.437475 1'-10 Pf 2.989 23 22'-0 6.78 58.632 Flow(q)from Route 9 5'-0 Pe 22 22'-0 61.621 1(5'-0) 6'-10 Pv BL 0.9130 20.15 9.87 150 0.171647 24'-101% Pf 7.183 22 22'-0 61.621 17'-0 Pe 21 22'-0 68.804 31(5'-0),E(2'-0) 41'-10% Pv - Route 8 BL 0.9130 21.48 10.53 150 0.193276 30'-1% Pf 7.556 17 40'-0 29.130 9'-0 Pe 29 40'-0 36.686 2E(2'-0),T(5'-0) 39'-1% Pv FR 0.9130 21.48 10.53 150 0.193276 9'-0 Pf 2.126 29 40'-0 36.686 2'-0 Pe 3.902 28 31'-0 42.714 E(2'-0) 11-0 Pv BL 0.9130 21.48 10.53 150 0.193276 7'-9 Pf 1.883 28 31'-0 42.714 2'-0 Pe 27 31'-0 44.597 E(2'-0) 9'-9 Pv BL 0.9130 26.63 13.05 150 0.287587 9'-5% Pf 4.152 27 31'-0 5.15 44.597 Flow(q)from Route 12 5'-0 Pe 26 31'-0 48.749 1(5'-0) 14'-5% Pv BL 0.9130 20.31 9.95 150 0.174260 2'-6% Pf 1.311 26 31'-0 48.749 5'-0 Pe 25 31'-0 50.060 1(5'-0) 7-6% Pv - Route 9 BL 0.9130 6.78 3.32 150 0.022875 30'-7 Pf 1.088 9 22'-0 57.543 T(5'-0) 17-0 Pe 23 22'-0 58.632 E(2'-0),21(5'-0) 47'-7 Pv - Route 10 BL 0.9130 6.35 3.11 150 0.020249 48'-5 Pf 1.365 8 22'-0 64.232 19'-0 Pe 19 22'-0 65.597 2E(2'-0),31(5'-0) 67'-5 Pv - Route 11 BL 0.9130 6.32 3.10 150 0.020083 35'-3% Pf 1.311 26 31'-0 48.749 1(5'-0) 30'-0 Pe 25 31'-0 50.060 5E(2'-0),3T(5'-0) 65'-3% Pv - Route 12 BL 0.9130 5.15 2.52 150 0.013751 12'-10% Pf 0.315 12 31'-0 44.282 10'-0 Pe 27 31'-0 44.597 21(5'-0) 22'-101/2 Pv - Route 13 BL 0.9130 13.26 6.50 150 0.079172 36'-23/4 Pf 3.976 22 22'-0 61.621 T(5'-0) 14'-0 Pe 19 22'-0 65.597 2E(2'-0),1(5'-0) 50'-23/4 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier Actual Inside Diameter 487 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 LM,©M.E.P.CAD, Inc. le AutoSPRINK®VR11 v11.0.30.0 1/12/2017 3:13:39PM Page 5 Hydraulic Analysis Job Number:CH0306 Report Description: UPPER LEVEL-MASTER BED 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 1/12/2017 3:13:39PM Page 6 Ail Summary Of Outflowing Devices I Job Number:CH0306 uili Report Description: UPPER LEVEL-MASTER BED Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) b Sprinkler 101 19.60 19.60 4.2 21.778 Sprinkler 102 19.79 19.60 4.2 22.207 Sprinkler 103 21.80 19.60 4.2 26.939 Sprinkler 104 22.97 19.60 4.2 29.920 ♦ Most Demanding Sprinkler Data /©M.E.P.CAD, Inc. i,Il AutoSPRINK®VR11 v11.0.30.0 1/12/2017 3:13:53PM Page 3 Hydraulic Graph Job Number:CH0306 Report Description: UPPER LEVEL-MASTER BED Water Supply at Node 1 150 135 120 105 Static Pressure 100.000 90 .N a 75 fn a� a 60 84.17 @ 56.460 45 I 30 System demand curve J 762.00 @ 16.800 15 0 Yluuul 1 1 1 111111 1 11 11111111 I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 100.000 Residual:Pressure Test Conducted By Test Witnessed By 16.800 @ 762.00 Steve Allen-WSFP Mike Medina-ERWSD Available Pressure at Time of Test Date of Test Time of Test 98.587 @ 84.17 2/19/2016 2:00PM System Demand Location 56.460 @ 84.17 355 Forest Rd. System Demand(Including Hose Allowance at Source) Hydrant Elevation 56.460 @ 84.17 8,262 LM ©M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.30.0 1/12/2017 3:14:10PM Page 2