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HomeMy WebLinkAboutF16-0054 CALCS.pdf IS ir Vail Fire&Emergency Services (I(6 Western States 09/30/16 Fire Protection C . __ 4 4We profzerev HYDRAULIC CALCULATION FOR PEPI'S BAR REMODEL 231 GORE CREEK DRIVE VAIL, CO Prepared by: Tyler Williams Project Manager Western States Fire Protection Co. 7026 S. Tucson Way Centennial,CO 80112 Phone(303)792-0022 Fax(303)792-9049 Cell(720)668-1160 Email: Tyler.Williams@wsfp.us WSFP#CS2867 September 13,2016 (4 °F1/4/ ill Hydraulic Overview , Re.or S 4.111. Job Job Number Design Engineer Job Name: Phone FAX .. b 42 Drawingl ,?'NO] Address 1 State Certification/License Number Address 2 AHJ Vail Fire&Emergency Se ices 09/30/16 I Address 3 Job Site/Building System Density Area of Application 0.100gpm/ft2 1500.00ft2(Actual 965.43ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 22.50 at 16.143 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 100.00ft2 15 System Pressure Demand System Flow Demand 78.138 373.99 Total Demand Pressure Result 623.99 @ 78.138 +40.580(34.2%) Supplies IMF Check Point Gauges Node Name Flow(aom) Hose Flow(oom) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(uum) 2 Water Supply 1435.00 250.00 135.000 59.000 PEPI'S BAR PHASE TWO 9-1-16.cad Water Supply at Node 2(1435.00,250.00,135.000,59.000) Hanger No OIS 150-1 '/ -� ,3 �� 135 Static Pressure 135.000 II , * 4-_- .. 120 105 1 470/ , 90 ---- >< /�i fl- 373.99 @ 78.138 i I A I /� 3 75 623.99 with hose streams • ' 60 35.00 @ 59.000 a 45 System demand curve • • e 30 15 0 lemiiiiiiiiiiiiiillimiiiiiiiiii11111 ilii !Him' 111111111 poTp0900 1800 2100 2400 2700 3000 Water flow,gpm /k1,©M.E.P.CAD,Inc. ilH AutoSPRINK®VR11 v11.0.39.0 9/13/2016 10:11:27AM Page 1 (4 °F 1/4! Hydraulic Summary , Repo Job # Job Number Design Engineer Job Name: State Certion/License Number �y trfce Drawing1 'NO]1114 Address 1 AHJ Ices Address 2 Job Site/Building 09/30/16 Address 3 Drawing Name PEPI'S BAR PHASE TWO 9-1-16.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 22.50 at 16.143 Light Hazard Hose Allowance At Source Density Area of Application 250.00 0.100gpm/ft2 1500.00ft2(Actual 965.43ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(cir m) 15 100.00ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 373.99 623.99 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 25.06 between nodes 2 and 3 Maximum Velocity Under Ground Volume capacity of Wet Pipes Volume capacity of Dry Pipes 61.07gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 2 Water Supply 250.00 135.000 59.000 1435.00 118.718 623.99 78.138 40.580 Contractor Contractor Number Contact Name Contact Title Name of Contractor: Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web-Site H ©M.E.P.CAD,Inc. AutoSPRINK®VR11 v11.0.39.0 9/13/2016 10:11:36AM Page 2 I 114(4 OJ 4 Summary Of Outflowing Devices 1 � Repor S 111. Actual Flow Minimum Flow K-Factor Pressure Device (qpm) (qpm) (K) (psi) 7;1. +'n Sprinkler 101 27.16 22.50 5.6 23.515 , Sprinkler 102 25.32 22.50 5.6 20.448 03 Sprinkler 103 27.38 22.50 5.6 23.897 Sprinkler 104 26.92 22.50 5.6 23.112 . . 11111111 ices Sprinkler 105 23.80 22.50 5.6 18.055 09/31 16 Sprinkler 106 26.85 22.50 5.6 22.991 Sprinkler 107 22.91 22.50 5.6 16.739 Sprinkler 108 23.91 22.50 5.6 18.224 Sprinkler 109 23.82 22.50 5.6 18.089 Sprinkler 110 26.74 22.50 5.6 22.802 Sprinkler 111 26.78 22.50 5.6 22.872 Sprinkler 112 23.32 22.50 5.6 17.335 Sprinkler 113 23.48 22.50 5.6 17.579 1=> Sprinkler 114 22.50 22.50 5.6 16.143 Sprinkler 115 23.12 22.50 5.6 17.040 Most Demanding Sprinkler Data +,- ©M.E.P.CAD, Inc. id AutoSPRINK®VR11 v11.0.39.0 9/13/2016 10:11:39AM Page 3 +� Node AnalysisOil. lIl 'rsa Repo Node Elevation(Foot) Fittings Pressure(psi) Discharge(2 -5'-7'% S 78.138 37101 4'-5% Spr(-23.515) 23.515 2 70 ha.102 4'-4% Spr(-20.448) 20.448 2103 4'-6 Spr(-23.897) 23.897 2 104 4'-6 Spr(-23.112) 23.112 26`0%I ire&Emergency Se ices 105 4'-6 Spr(-18.055) 18.055 23.M3 /16 106 4'-4% Spr(-22.991) 22.991 26.85 107 4'-4% Spr(-16.739) 16.739 22.91 108 4'-4% Spr(-18.224) 18.224 23.91 109 4'-6 Spr(-18.089) 18.089 23.82 110 4'-4% Spr(-22.802) 22.802 26.74 111 4'-4% Spr(-22.872) 22.872 26.78 112 4'-6 Spr(-17.335) 17.335 23.32 113 4'-4% Spr(-17.579) 17.579 23.48 114 4'-4% Spr(-16.143) 16.143 22.50 115 4'-6 Spr(-17.040) 17.040 23.12 1 4'-4% T(6'-0) 23.959 3 4'-4% T(6'-0) 24.335 4 4'-4% T(12'-0) 23.606 5 4'-4% T(6'-0) 20.860 6 4'-4% T(6'-0) 23.538 7 4'-4% T(6'-0) 20.169 8 4'-6 I C(6'-0) 18.497 9 4'-4% T(6'-0) 23.419 10 4'-4% T(12'-0) 20.298 11 4'-4% T(8'-0) 18.414 12 4'-4% T(6'-0) 23.345 13 4'-4% T(8'-0) 18.409 14 4'-4% T(6'-0) 23.334 /&©M.E.P.CAD,Inc. qty AutoSPRINK®VR11 v11.0.39.0 9/13/2016 10:11:42AM Page 4 (4 °F 1/4/! 11111Hydraulic Analysis , Repor 111. Pipe Type Diameter Flow Velocity HWC Friction Loss Lengt # Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.L. Upstream Total L c rry Route 1 If to BL 1.3800 22.50 4.83 120 0.042558 ' 'NO]11'455 114 4'-43/4 22.50 5.6 16.143 Sprinkler 107 4'-43/4 16.739 Vailigr -FmergencvServices BL 1.3800 45.41 9.74 120 0.156026 0990616 Pf 1.799 107 4'-4% 22.91 5.6 16.739 Sprinkler, 6'-0 Pe -0.041 8 4'-6 18.497 C(6'-0) 11'-6% Pv CM 2.4690 139.46 9.35 120 0.073162 12'-0% Pf 1.760 8 4'-6 70.25 18.497 Flow(q)from Route 2 12'-0 Pe 0.041 10 4'-4% 20.298 T(12'-0) 24'-0% Pv CM 2.4690 186.84 12.52 120 0.125691 4'-5% Pf 0.562 10 4'-4% 47.39 20.298 Flow(q)from Route 3 Pe 5 4'-4% 20.860 4'-5% Pv CM 2.4690 212.16 14.22 120 0.159008 5'-3'% Pf 2.745 5 4'-4% 25.32 20.860 Flow(q)from Route 6 12'-0 Pe 4 4'-4% 23.606 T(12'-0) 17'-3'/4 Pv CM 2.4690 319.46 21.41 120 0.339037 1'-0'% P• f 0.353 4 4'-4% 107.30 23.606 Flow(q)from Route 7 Pe 1 4'-4% 23.959 1'-0'% P• v CM 2.4690 346.62 23.23 120 0.394271 0'-11'% P• f 0.376 1 4'-4% 27.16 23.959 Flow(q)from Route 11 Pe 3 4'-4% 24.335 0'-11'/: Pv CM 2.4690 373.99 25.06 120 0.453805 103'-0 Pf 49.467 3 4'-4% 27.38 24.335 Flow(q)from Route 12 6'-0 Pe 4.335 2 5'-7'/4 78.138 E(6'-0),S 109'-0 Pv 250.00 Hose Allowance At Source 2 623.99 _ Route 2 BL 1.6100 23.12 3.64 120 0.021118 14'-0 Pf 0.296 115 4'-6 23.12 5.6 17.040 Sprinkler Pe 112 4'-6 17.335 14'-0 Pv BL 1.6100 46.43 7.32 120 0.076741 5'-6'% Pf 1.038 112 4'-6 23.32 5.6 17.335 Sprinkler, 8'-0 Pe 0.041 11 4'-4% 18.414 T(8'-0) 13'-6% Pv CM 2.4690 70.25 4.71 120 0.020577 6'-0 Pf 0.123 11 4'-4% 23.82 18.414 Flow(q)from Route 5 Pe -0.041 8 4'-6 18.497 6'-0 Pv reg► Route 3 BL 1.3800 23.48 5.04 120 0.046048 14'-0 Pf 0.645 113 4'-4% 23.48 5.6 17.579 Sprinkler Pe 108 4'-4% 18.224 14'-0 Pv BL 1.3800 47.39 10.16 120 0.168804 5'-6'% Pf 1.946 108 4'-4% 23.91 5.6 18.224 Sprinkler, 6'-0 Pe 7 4'-4% 20.169 T(6'-0) 11'-6% Pv CM 2.4690 47.39 3.18 120 0.009932 0'-11'/4 Pf 0.128 7 4'-4% 20.169 12'-0 Pe 10 4'-4% 20.298 T(12'-0) 12'-11'/4 Pv Route 4 BL 1.5300 23.80 4.15 120 0.028557 9'-5% Pf 0.442 105 4'-6 23.80 5.6 18.055 Sprinkler, 6'-0 Pe 8 4'-6 18.497 C(6'-0) 15'-5% Pv = Route 5 AO 1.6100 23.82 3.75 120 0.022319 4'-5% Pf 0.278 109 4'-6 23.82 5.6 18.089 Sprinkler, 8'-0 Pe 0.041 13 4'-4% 18.409 T(8'-0) 12'-5% Pv CM 2.4690 23.82 1.60 120 0.002782 2'-0 Pf 0.006 13 4'-4% 18.409 Pe 11 4'-4% 18.414 2'-0 Pv - Route 6 AO 1.3800 25.32 5.43 120 0.052958 1'-9'% P• f 0.413 102 4'-4% 25.32 5.6 20.448 Sprinkler, 6'-0 Pe 5 4'-4% 20.860 T(6'-0) 7'-9'% P• v Route 7 AO 1.3800 26.74 5.74 120 0.058575 3'-3'% Pf 0.543 110 4'-4% 26.74 5.6 22.802 Sprinkler, 6'-0 Pe 12 4'-4% 23.345 T(6'-0) 9'-3'% Pv CM 2.4690 53.52 3.59 120 0.012442 6'-0 Pf 0.075 12 4'-4% 26.78 23.345 Flow(q)from Route 8 Pe 9 4'-4% 23.419 6'-0 Pv CM 2.4690 80.37 5.39 120 0.026396 4'-5% Pf 0.118 9 4'-4% 26.85 23.419 Flow(q)from Route 9 Pe 6 4'-4% 23.538 4'-5'/ Pv Lid,©M.E.P.CAD,Inc. IN AutoSPRINK®VR11 v11.0.39.0 9/13/2016 10:11:45AM Page 5 Repor 1111Flydraulic Analysis , MMI S Pipe Type Diameter Flow Velocity HWC Friction Loss Lengt # Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.L Upstream Total L rry CM 2.4690 107.30 7.19 120 0.045046 6 4'-4% 26.92 23.538 Flow(q)from Route 10 1 4 4'-4% 23.606 1- gib Route 8 Vail Fire 3 Em.rapniyLS• ices AO 1.3800 26.78 5.74 120 0.058743 °WPM Pf 0.461 111 4'-4% 26.78 5.6 22.872 Sprinkler, 6'-0 Pe 14 4'-4% 23.334 T(6'-0) 7-10% Pv CM 2.4690 26.78 1.79 120 0.003456 3'-1'% Pf 0.011 14 4'-4% 23.334 Pe 12 4'-4% 23.345 3'-1'% Pv - Route 9 AO 1.3800 26.85 5.76 120 0.059023 1'-3'% Pf 0.429 106 4'-4% 26.85 5.6 22.991 Sprinkler, 6'-0 Pe 9 4'-43/ 23.419 T(6'-0) 7'-3'% Pv - Route 10 AO 1.5300 26.92 4.70 120 0.035884 4'-8% Pf 0.385 104 4'-6 26.92 5.6 23.112 Sprinkler, 6'-0 Pe 0.041 6 4'-4% 23.538 T(6'-0) 10'-8% Pv - Route 11 AO 1.3800 27.16 5.82 120 0.060267 0'-8% Pf 0.406 101 4'-5% 27.16 5.6 23.515 Sprinkler, 6'-0 Pe 0.038 1 4'-4% 23.959 T(6'-0) 6'-8% Pv - Route 12 AO 1.5300 27.38 4.78 120 0.037010 4'-8% Pf 0.397 103 4'-6 27.38 5.6 23.897 Sprinkler, 6'-0 Pe 0.041 3 4'-4% 24.335 T(6'-0) 10'-8% Pv [Equivalent Pipe Lengths of Valves and Fittings(C=120 only) MI alue Multiplierll ( Actual Inside Diameter 4'$7 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 Lid,©M.E.P.CAD,Inc. ill AutoSPRINK®VR11 v11.0.39.0 9/13/2016 10:11:45AM Page 6 !\7040,141(4 CIF I/4 1111Flydraulic Analysis Repor Pipe Type Diameter Flow Velocity HWC Friction Loss Lengt Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.L. Upstream Total Lryy Pipe Type Legend Units Legend Fittings. AO Arm-Over Diameter Inch ALV Alarm Valve ��� BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing Vai30/l Fire&Emergency-ervices 09/ 16 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 22W 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 Lid,©M.E.P.CAD,Inc. 111 AutoSPRINK®VR11 v11.0.39.0 9/13/2016 10:11:45AM Page 7