Loading...
HomeMy WebLinkAboutF16-0060 CALCS.pdf 111 Hydraulic Summary ` Job Number:CH0298 Report Description: UPPER LEVEL-BEDROOM#4 Job Number Design Engineer CH0298 STEVE ALLEN Job Name: State Certification/License Number 3090 Booth Creek-Reimers 032 Address 1 AHJ 3090 Booth Creek Vail Fire and Emergency Services Address 2 Job Site/Building Vail,CO.81657 3090 Booth Creek Address 3 Drawing Name 3090BoothCreek-DESIGN Sys Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.2 K-Factor 14.00 at 11.111 Residential Manually Flowing Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 784.00ft2 Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gom) 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) 56.65 56.65 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 13.91 between nodes 20 and 21 Maximum Velocity Under Ground 6.13 between nodes 2 and 3 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 76.14gal 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 80.000 20.000 832.00 79.584 56.65 _ 62.888 _ 16.696 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 10/4/2016 11:41:39AM Page 1 i- Hydraulic Analysis Job Number:CH0298 �,i w Report Description:UPPER LEVEL-BEDROOM#4 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 14.00 6.86 150 0.087541 8'-6 Pf 0.919 101 36'-8 14.00 4.2 11.111 Sprinkler, 2'-0 Pe -0.217 14 37'-2 11.814 E(2'-0) 10'-6 Pv BL 0.9130 28.26 13.85 150 0.321088 6'-2% Pf 3.595 14 37'-2 14.26 11.814 Flow(q)from Route 3 5-0 Pe 13 37'-2 15.408 T(5'-0) 11'-2% Pv CM 1.1410 31.15 9.77 150 0.129780 23'-71/2 Pf 4.752 13 37'-2 2.88 15.408 Flow(q)from Route 8 13'-0 Pe 12 37'-2 20.160 EE(1'-0),2E(3'-0),T(6'-0) 36'-7'/2 Pv CM 1.1410 13.91 4.37 150 0.029224 30'-6% Pf 1.419 12 37'-2 20.160 T(6'-0) 18'-0 Pe 11 37'-2 21.579 2E(3'-0),T(6'-0) 48'-6% Pv FR 1.1410 13.91 4.37 150 0.029224 15'-6 Pf 0.628 11 37'-2 21.579 6'-0 Pe 6.720 10 21'-8 28.927 T(6'-0) 21'-6 Pv CM 1.1410 13.91 4.37 150 0.029224 1'-111/4 Pf 0.232 10 21'-8 28.927 6'-0 Pe 9 21'-8 29.159 T(6'-0) 7-11% Pv CM 1.1410 14.58 4.57 150 0.031851 5'-7'/2 Pf 0.275 9 21'-8 0.66 29.159 Flow(q)from Route 7 3'-0 Pe 8 21'-8 29.434 E(3'-0) 8'-71/2 Pv FR 1.1410 14.58 4.57 150 0.031851 12'-1 Pf 0.480 8 21'-8 29.434 3'-0 Pe 5.238 7 9'-7 35.153 E(3'-0) 15'-1 Pv CM 1.1410 14.58 4.57 150 0.031851 29'-3% Pf 1.316 7 9'-7 35.153 12'-0 Pe 6 9'-7 36.469 2T(6'-0) 41'-3% Pv CM 1.1410 33.11 10.39 150 0.145305 21.-11% Pf 4.066 6 9'-7 18.53 36.469 Flow(q)from Route 2 6'-0 Pe 5 9'-7 40.534 T(6'-0) 27'-11% Pv FM 2.0090 56.65 5.73 150 0.024965 1'-3'/2 Pf 0.157 5 9'-7 23.54 40.534 Flow(q)from Route 5 5'-0 Pe 0.001 4 9'-7 40.692 T(5'-0) 6'-3'/2 Pv FR 2.0090 56.65 5.73 150 0.024965 14'-9% Pf 12.681 4 9'-7 40.692 12'-6 Pe 4.588 3 -1'-0 57.961 2Tr(1'-0),3E(3'-6),BFP(-6.000), 27'-3% Pv PRV(-6.000),f(-0.000),BV UG 1.9430 56.65 6.13 120 0.044387 85'-0 Pf 3.995 3 -1'-0 57.961 5'-0 Pe 2 -1'-0 61.956 E(5'-0) 90'-0 Pv UG 1.9590 56.65 6.03 150 0.028225 33'-0 Pf 0.931 2 -1'-0 61.956 Pe 1 -1'-0 62.888 Water Supply 33'-0 Pv _ 0.00 Hose Allowance At Source 1 56.65 - Route 2 DR 0.9130 14.06 6.89 150 0.088277 8'-6 Pf 0.927 102 36'-8 14.06 4.2 11.212 Sprinkler, 2'-0 Pe -0.217 21 37'-2 11.922 E(2'-0) 10'-6 Pv BL 0.9130 28.39 13.91 150 0.323782 5'-8% Pf 3.463 21 37'-2 14.33 11.922 Flow(q)from Route 4 5'-0 Pe 20 37'-2 15.385 T(5'-0) 10'-8% Pv CM 1.1410 25.51 8.00 150 0.089680 5-111/2 Pf 1.610 20 37'-2 15.385 12'-0 Pe 19 37'-2 16.995 2E(3'-0),T(6'-0) 17-111/2 Pv FR 1.1410 25.51 8.00 150 0.089680 15'-6 Pf 1.390 19 37'-2 16.995 Pe 6.720 18 21'-8 25.105 15'-6 Pv CM 1.1410 25.51 8.00 150 0.089680 23'-3% Pf 3.521 18 21'-8 25.105 16'-0 Pe 0.004 17 21'-8 28.630 2T(6'-0),EE(1'-0),E(3'-0) 39'-3% Pv CM 1.1410 18.53 5.82 150 0.049667 3'-8% Pf 0.332 17 21'-8 28.630 3'-0 Pe 16 21'-8 28.963 E(3'-0) 6'-8% Pv FR 1.1410 18.53 5.82 150 0.049667 12'-1 Pf 0.749 16 21'-8 28.963 3'-0 Pe 5.238 15 9'-7 34.950 E(3'-0) 15'-1 Pv CM 1.1410 18.53 5.82 150 0.049667 21'-8 Pf 1.523 15 9'-7 34.950 9'-0 Pe -0.004 6 9'-7 36.469 E(3'-0),T(6'-0) 30'-8 Pv - Route 3 .©M.E.P.CAD, Inc. 19AutoSPRINK®VR11 v11.0.30.0 10/4/2016 11:41:45AM Page 4 i- Hydraulic Analysis Job Number:CH0298 �,i w Report Description:UPPER LEVEL-BEDROOM#4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DR 0.9130 14.26 6.99 150 0.090606 0'-6 Pf 0.498 103 36'-8 14.26 4.2 11.532 Sprinkler, 5'-0 Pe -0.217 14 37'-2 11.814 T(5'-0) 5'-6 Pv - Route 4 DR 0.9130 14.33 7.02 150 0.091365 0'-6 Pf 0.503 104 36'-8 14.33 4.2 11.637 Sprinkler, 5'-0 Pe -0.217 21 37'-2 11.922 T(5'-0) 5'-6 Pv - Route 5 FR 1.1410 17.23 5.41 150 0.043420 15'-6 Pf 0.934 25 37'-2 17.23 22.564 Flow(q)from Route 9 6-0 Pe 6.720 24 21'-8 30.218 T(6'-0) 21'-6 Pv CM 1.1410 23.54 7.39 150 0.077338 2'-7'% Pf 0.667 24 21'-8 6.31 30.218 Flow(q)from Route 6 6-0 Pe 23 21'-8 30.884 2E(3'-0) 8'-71/2 Pv FR 1.1410 23.54 7.39 150 0.077338 12'-1 Pf 1.167 23 21'-8 30.884 3'-0 Pe 5.238 22 9'-7 37.289 E(3'-0) 15'-1 Pv CM 1.1410 23.54 7.39 150 0.077338 26-11% Pf 3.245 22 9'-7 37.289 15'-0 Pe 5 9'-7 40.534 2T(6'-0),E(3'-0) 41'-11% Pv - Route 6 BL 0.9130 6.97 3.42 150 0.024117 11'-7% Pf 0.522 17 21'-8 28.630 T(5'-0) 10'-0 Pe -0.004 26 21'-8 29.148 T(5'-0) 21'-7% Pv CM 0.9130 6.31 3.09 150 0.020048 48'-41% Pf 1.069 26 21'-8 29.148 5'-0 Pe 24 21'-8 30.218 T(5'-0) 53'-41% Pv - Route 7 BL 0.9130 0.66 0.32 150 0.000310 30'-0% Pf 0.011 26 21'-8 29.148 T(5'-0) 7'-0 Pe 9 21'-8 29.159 E(2'-0) 37'-0% Pv - Route 8 CM 1.1410 2.88 0.90 150 0.001590 8'-6 Pf 0.023 20 37-2 15.385 6-0 Pe 13 37'-2 15.408 2E(3'-0) 14'-6 Pv - Route 9 CM 1.1410 17.23 5.41 150 0.043420 46'-4'% Pf 2.404 12 37'-2 20.160 9'-0 Pe 25 37'-2 22.564 T(6-0), E(3'-0) 55'-4'% 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[J©M.E.P.CAD, Inc. 111 AutoSPRINK®VR11 v11.0.30.0 10/4/2016 11:41:45AM Page 5 i� Hydraulic Analysis Job Number:CH0298 Report Description: UPPER LEVEL-BEDROOM#4 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 10/4/2016 11:41:45AM Page 6 Ail Summary Of Outflowing Devices I Job Number:CH0298 uili Report Description: UPPER LEVEL-BEDROOM#4 Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) b Sprinkler 101 14.00 14.00 4.2 11.111 Sprinkler 102 14.06 14.00 4.2 11.212 Sprinkler 103 14.26 14.00 4.2 11.532 Sprinkler 104 14.33 14.00 4.2 11.637 ♦ Most Demanding Sprinkler Data LM,©M.E.P.CAD, Inc. i,Il AutoSPRINK®VR11 v11.0.30.0 10/4/2016 11:42:01AM Page 3 Hydraulic Graph Job Number:CH0298 Report Description: UPPER LEVEL-BEDROOM#4 Water Supply at Node 1 100 90 80 Static Pressure 80.000 70 56.65 62.888 60 o_ 50 co d 40_System demand curve 30 20 832.00 @ 20.000 10 0 Imulnnlu 111111111ii11111111111Iiimmili ill III 0200 400 600 800 1000 1200 1400 1600 1800 2000 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 80.000 Residual:Pressure 20.000 @ 832.00 Available Pressure at Time of Test 79.584 @ 56.65 System Demand 62.888 @ 56.65 System Demand(Including Hose Allowance at Source) 62.888 @ 56.65 LM ©M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.30.0 10/4/2016 11:41:41AM Page 2