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HomeMy WebLinkAboutF16-0007 Calcs } 1-9';:e. Hydraulic Summary Job Number:CH0281 - Re ort Descri tion:Residential Job Job Number Design Engineer CH0281 Geoffrey Funk Job Name: State Certification/License Number 3838 Bridge Road-Gordon 032 Address l AHJ 3838 Bridge Road Vail Fire and Emergeny Services Address 2 Job Site/Building Vail,CO 81657 3838 Bridge Road Address 3 Drawing Name CH0281-3838BridgeRd-Design System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 19.6 at 16.0 Residential Hose Allowance At Source Density Area of Application 0.0 0.10gpm/ft2 900.00ft2(Actual 218.13ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(aDm) 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) 80.3 80.3 Maximum Pressure Unbalance In Loops 0.0 Maximum Velocity Above Ground 19.90 between nodes 25 and 22 Maximum Velocity Under Ground 21.17 between nodes 1 and 5 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 58.9gaI Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 185.0 33.7 1079.0 183.8 80.3 171.9 11.9 Contractors Contractor Number Contact Name Contact Title 32 Steve Allen Sales/PM Name of Contractor. Phone Extension Western States Fire Protection 720-219-0574 Address l FAX 7026 S Tucson Way Address 2 E-mail steve.allen@wsfp.us Address 3 Web-Site Centennial,CO.80112 ©M.E.P.CAD,Inc. AutoSPRINK®VR11 v11.0.30.0 3/3/2016 4:48:00PM Page 1 Jo di ydraulic Analysis Report Description:pti n:ResidentialH028 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length OF Route 1 DR 0.913 19.6 9.61 150 0.163136 9'-0 Pf 1.8 104 32'-8 19.6 4.9 16.0 Sprinkler, 2'-0 Pe -0.2 24 33'-2 17.6 E(2'-0) 11'-0 Pv BL 0.913 39.7 19.46 150 0.602501 1'-11'/2 Pf 2.4 24 33'-2 20.1 17.6 Flow(q)from Route 3 2'-0 Pe 23 33'-2 20.0 E(2'-0) 3'-11'% Pv CM 1.141 39.7 12.46 150 0.203455 12'-7'% Pf 5.0 23 33'-2 20.0 12'-0 Pe 18 33'-2 25.0 2T(6-0) 24'-7'% Pv CM 1.425 80.3 16.16 150 0.253691 4'-4 Pf 3.1 18 33'-2 40.6 25.0 Flow(q)from Route 2 8'-0 Pe 17 33'-2 28.1 T(8'-0) 12'-4 Pv FR 1.425 55.8 11.22 150 0.129203 15'-2 Pf 3.0 17 33'-2 28.1 8'-0 Pe 6.6 19 18'-0 37.7 C(8'-0) 23'-2 Pv FR 1.141 27.0 8.46 150 0.099301 8'-6 Pf 1.4 19 18'-0 37.7 C(6-0) 6-0 Pe 3.7 11 9'-6 42.8 14'-6 Pv CM 1.141 27.0 8.46 150 0.099301 30'-2 Pf 4.8 11 9'-6 42.8 18'-0 Pe 7 9'-6 47.6 3T(6'-0) 48'-2 Pv CM 1.425 56.4 11.34 150 0.131658 30'-3'% Pf 4.0 7 9'-6 29.4 47.6 Flow(q)from Route 5 Pe 4 9'-6 51.6 30'-3'/ Pv FM 2.009 56.4 5.70 150 0.024718 _ 2'-8 Pf 0.2 4 9'-6 51.6 5'-0 Pe 3 9'-6 51.8 T(5'-0) 7'-8 Pv FM 2.009 80.3 8.13 150 0.047629 7'-3 Pf 0.7 3 9'-6 24.0 51.8 Flow(q)from Route 6 7'-0 Pe 2 9'-6 52.4 2E(3'-6) 14'-3 Pv FR 2.009 80.3 8.13 150 0.047629 13'-8 Pf 61.2 2 9'-6 52.4 11'-0 Pe 4.1 5 0'-0 117.7 2Tr(1'-0),2E(3'-6),BFP(-6.5), 24'-8 Pv PRV(-53.5),f(-0.0),BV,EE(2'-0) UG 1.245 80.3 21.17 150 0.489676 100'-0 Pf 49.0 5 0'-0 117.7 Pe 5.2 1 -12'-01/2 171.9 Water Supply 100'-0 Pv 0.0 Hose Allowance At Source 1 80.3 Route 2 DR 0.913 20.0 9.80 150 0.169306 10'-0 Pf 2.0 101 32'-8 20.0 4.9 16.7 Sprinkler, 2'-0 Pe -0.2 22 33'-2 18.5 E(2'-0) 12'-0 Pv BL 0.913 40.6 19.90 150 0.627932 4'-0 Pf 3.8 22 33'-2 20.6 18.5 Flow(q)from Route 4 2'-0 Pe 25 33'-2 22.2 E(2'-0) 6'-0 Pv CM 1.141 40.6 12.74 150 0.212043 12'-10 Pf 2.7 25 33'-2 22.2 Pe 18 33'-2 25.0 12'-10 Pv - Route 3 DR 0.913 20.1 9.86 150 0.171166 0'-6 Pf 0.9 103 32'-8 20.1 4.9 16.9 Sprinkler, 5'-0 Pe -0.2 24 33'-2 17.6 T(5'-0) 5'-6 Pv Route 4 DR 0.913 20.6 10.10 150 0.179124 0'-6 Pf 1.0 102 32'-8 20.6 4.9 17.7 Sprinkler, 5'-0 Pe -0.2 22 33'-2 18.5 T(5'-0) 5'-6 Pv Route 5 CM 1.141 29.4 9.22 150 0.116629 0'-9 Pf 0.1 15 18'-0 0.6 41.9 Flow(q)from Route 7 Pe 14 18'-0 42.0 0'-9 Pv FR 1.141 29.4 9.22 150 0.116629 8'-6 Pf 1.0 14 18'-0 42.0 Pe 3.7 8 9'-6 46.7 8'-6 Pv CM 1.141 29.4 9.22 150 0.116629 _ 1'-81/2 Pf 0.9 8 9'-6 46.7 6-0 Pe 7 9'-6 47.6 T(6'-0) 7-81/2 Pv - Route 6 FR 1.141 24.0 7.52 150 0.079996 8'-6 Pf 0.9 10 18'-0 45.3 3'-0 Pe 3.7 9 9'-6 49.9 E(3'-0) 11'-6 Pv Z©M.E.P.CAD,Inc. NU AutoSPRINK®VR11 v11.0.30.0 3/3/2016 4:48:12PM Page 4 Jo go ydraulic Analysis Report Description:pti n:ResidentialH028 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 1.141 24.0 7.52 150 0.079996 16'-9 Pf 1.8 9 9'-6 49.9 6'-0 Pe 6 9'-6 51.7 T(6'-0) 22'-9 Pv FM 2.009 24.0 2.43 150 0.005088 3'-6 Pf 0.0 6 9'-6 51.7 Pe 3 9'-6 51.8 3'-6 Pv - Route 7 CM 1.425 24.5 4.94 150 0.028305 1'-6 Pf 0.2 20 33'-2 24.5 34.3 Flow(q)from Route 9 4'-0 Pe 21 33'-2 34.5 E(4'-0) 5-6 Pv FR 1.425 24.5 4.94 150 0.028305 15-2 Pf 0.5 21 33'-2 34.5 4'-0 Pe 6.6 13 18'-0 41.6 E(4'-0) 19'-2 Pv CM 1.425 24.5 4.94 150 0.028305 3'-8 Pf 0.3 13 18'-0 41.6 8'-0 Pe 12 18'-0 41.9 T(8'-0) 11'-8 Pv CM 1.141 0.6 0.18 150 0.000079 22'-7 Pf 0.0 12 18'-0 41.9 12'-0 Pe 15 18'-0 41.9 2E(3'-0),T(6'-0) 34'-7 Pv - Route 8 CM 1.141 24.0 7.52 150 0.079996 30'-6 Pf 3.4 12 18'-0 41.9 12'-0 Pe 10 18'-0 45.3 2E(3'-0),T(6'-0) 42'-6 Pv Route 9 CM 1.141 24.5 7.70 150 0.083553 45-8 Pf 5.6 16 33'-2 24.5 28.7 Flow(q)from Route 10 21'-0 Pe 20 33'-2 34.3 2T(6'-0),3E(3'-0) 66'-8 Pv OF Route 10 CM 1.425 24.5 4.94 150 0.028305 6-61/2 Pf 0.6 17 33'-2 28.1 T(8'-0) 16'-0 Pe 16 33'-2 28.7 T(8'-0) 22'-6% Pv - Route 11 CM 1.141 28.8 9.05 150 0.112477 28'-9 Pf 4.2 19 18'-0 37.7 9'-0 Pe 15 18'-0 41.9 E(3'-0),T(6'-0) 37'-9 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD,Inc. ,111 AutoSPRINK®VR11 v11.0.30.0 3/3/2016 4:48:12PM Page 5 111 ydraulic Analysis Report Description:pti Number:RCH0281l 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 1 Units Legend I —Fittings Legend M— 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 E 90°Elbow Pe Pressure due to elevation difference between indicated points UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11W Elbow Ee2 221/ 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 ©M.E.P.CAD,Inc. ,111 AutoSPRINK®VR11 v11.0.30.0 3/3/2016 4:48:12PM Page 6 iii -Summary Of Outflowing Devices I Job Number:CH0281 Report Description:Residential Actual Flow Minimum Flow K-Factor Pressure Device (qpm) (qpm) (K) (psi) Sprinkler 101 20.0 19.6 4.9 16.7 Sprinkler 102 20.6 19.6 4.9 17.7 Sprinkler 103 20.1 19.6 4.9 16.9 b Sprinkler 104 19.6 19.6 4.9 16.0 b Most Demanding Sprinkler Data E,©M.E.P.CAD,Inc. in AutoSPRINK®VR11 v11.0.30.0 3/3/2016 4:48:08PM Page 3 Hydraulic Graph Job Number:CH0281 Report Description:Residential Water Supply at Node 1 200 Static Pressure 185.0 180 80.3 @ 171.9 160 140 120 'N t1 100 System demand curve fn a� 80 60 40 1079.0 @ 33.7 20 — 0 1111111111 111111111 111111 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 I I I I I I 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 185.0 Residual:Pressure 33.7 @ 1079.0 Available Pressure at Time of Test 183.8 @ 80.3 System Demand 171.9 @ 80.3 System Demand(Including Hose Allowance at Source) 171.9 @ 80.3 iL� ©M.E.P.CAD,Inc. 1 AutoSPRINK®VR11 v11.0.30.0 3/3/2016 4:48:05PM Page 2