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HomeMy WebLinkAboutF16-0047 CALCS.pdf 1Otern States Fire Protection Co. pwrecte„ 4401 „mep�. HYDRAULIC CALCULATIONS FOR VILLAGE INN PLAZA #204 68 E MEADOW 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#CS2889 August 23,2016 - Hydraulic Overview Job Number:CS2888 Re.ort Descri.tion:Residential Job Job Number Design Engineer CS2888 Tyler Williams Job Name: Phone FAX Village Inn Plaza Unit#204 720-668-1160 Address 1 State CeNficatlon/License Number 68 East Meadow Dr. 032 Address 2 AHJ Vail,CO 81658 Vail Fire Department Address 3 Job Site/Building 68 East Meadows Dr. System s Density Area of Application 0.10gpm/ft2 900.00ft2(Actual 483.59ft2) Most Demanding Sprinkler Data Hose Streams 4.9 K-Factor 19.6 at 16.0 100.0 Coverage Per Sprinkler Number Of Sprinklers Calculated 196.00ft2 4 System Pressure Demand System Flow Demand 81.6 81.5 Total Demand Pressure Result 181.5 @ 81.6 +57.9(41.5%) Supplies =Pr Check Point Gauges Node Name Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 10 Water Supply 721.0 100.0 150.0 15.1 Village Inn#204 Remodel FP Drawing.cad Water Supply at Node 10(721.0,100.0,150.0,15.1) 200 180 160 Static Pressure 150.0 140 • - rfa Orr0. l 0_ 120 100 ,...._.. 81.I5'1811.6 80 o_ 181.5 with hose streams 60 I I \I System demand curve 40 20 I 721.0 ny 15.1 0 U11111111111111 111111111 111111111111111111 111111111 111111111 111111II1 00450 600 750 900 1050 1200 1350 1500 Water flow,gpm LM ©M.E.P.CAD,Inc. 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Hydraulic Summary Job Number:CS2888 - Re ort Descri tion:Residential Job Job Number Design Engineer CS2888 Tyler Williams Job Name: State Certification/License Number Village Inn Plaza Unit#204 032 Address l AHJ 68 East Meadow Dr. Vail Fire Department Address 2 Job Site/Building Vail,CO 81658 68 East Meadows Dr. Address 3 Drawing Name Village Inn#204 Remodel FP Drawing.cad 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 100.0 0.10gpm/ft2 900.00ft2(Actual 483.59ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(agm) 4 196.00ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 100.0 System Flow Demand Total Water Required(Including Hose Allowance) 81.5 181.5 Maximum Pressure Unbalance In Loops 0.0 Maximum Velocity Above Ground 19.98 between nodes 2 and 4 Maximum Velocity Under Ground Volume capacity of Wet Pipes Volume capacity of Dry Pipes 448.2gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 10 Water Supply 100.0 150.0 15.1 I 721.0 139.5 I 181.5 81.6 57.9 Contractors Contractor Number Contact Name Contact Title 032 Tyler Williams PM Name of Contractor. Phone Extension Westerm States Fire Protection 720-668-1160 Address l FAX 7026 S Tucson Way Address 2 E-mail Centennial,CO 80112 Tyler.Williams@WSFP.us Address 3 Web-Site ©M.E.P.CAD,Inc. AutoSPRINK®VR11 v11.0.39.0 8/25/2016 2:11:47PM Page 2 iii -Summary Of Outflowing Devices I Job Number:CS2888 Report Description:Residential Actual Flow Minimum Flow K-Factor Pressure Device (qpm) (qpm) (K) (psi) Sprinkler 101 21.7 19.6 4.9 19.6 Sprinkler 102 20.0 19.6 4.9 16.7 Sprinkler 103 20.2 19.6 4.9 17.0 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 v11.0.39.0 8/25/2016 2:11:51PM Page 3 r .74 Node Analysis r ' ' Job Number:CS2888 Report Description:Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 10 -48'-0 S 81.6 81.5 101 -10'-0 Spr(-19.6) 19.6 21.7 102 -10'-0 Spr(-16.7) 16.7 20.0 103 -10'-0 Spr(-17.0) 17.0 20.2 104 -10'-0 Spr(-16.0) 16.0 19.6 1 -30'-0 E(10'-0) 47.0 2 -10'-0 cplg(1'-0) 37.4 3 -10'-0 fE(3'-6) 38.3 4 -10'-0 P0(2'-0),Tr(1'-0) 20.8 5 -10'-0 T(2'-0) 17.7 6 -30'-0 fT(16'-0) 48.0 7 -52'-6 fE(6'-91/z) 57.9 8 -61'-6 87.4 9 -58'-6 BFP(-10.0) 71.1 L©M.E.P.CAD,Inc. 15 AutoSPRINK®VR11 v11.0.39.0 8/25/2016 2:11:54PM Page 4 go ydraulic Analysis Job Number:CS2888 Report Description:Residential 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 BL 1.055 19.6 7.19 150 0.080687 12'-0 Pf 1.0 104 -10'-0 19.6 4.9 16.0 Sprinkler Pe 103 -10'-0 17.0 12'-0 Pv BL 1.055 39.8 14.60 150 0.298949 0'-5'/: Pf 0.7 103 -10'-0 20.2 4.9 17.0 Sprinkler, 2'-0 Pe 5 -10'-0 17.7 T(2'-0) 2-5'/: Pv CM 1.291 59.8 14.66 150 0.237756 12'-0 Pf 3.1 5 -10'-0 20.0 17.7 Flow(q)from Route 2 1'-0 Pe 4 -10'-0 20.8 Tr(1'-0) 13'-0 Pv CM 1.291 81.5 19.98 150 0.421616 32-5% Pf 16.6 4 -10'-0 21.7 20.8 Flow(q)from Route 3 7'-0 Pe 2 -10'-0 37.4 3Tr(1'-0),T(3'-0),cplg(1'-0) 39'-5% Pv CM 2.009 81.5 8.25 150 0.048935 13'-4 Pf 0.8 2 -10'-0 37.4 3'-6 Pe 3 -10'-0 38.3 fE(3'-6) 16-10 Pv FR 4.026 81.5 2.05 120 0.002504 20'-0 Pf 0.1 3 -10'-0 38.3 10'-0 Pe 8.7 1 -30'-0 47.0 E(10'-0) 30'-0 Pv FM 4.026 81.5 2.05 120 0.002504 114'-1 Pf 1.0 1 -30'-0 47.0 301'-7 Pe 6 -30'-0 48.0 16E(10'-0),4T(20'-0),3fT(16'-0), 415'-8 Pv 2fE(6'-9%) FR 4.026 81.5 2.05 120 0.002504 22'-6 Pf 0.1 6 -30'-0 48.0 6-9% Pe 9.8 7 -52-6 57.9 fE(6'-9'/z) 29'-3% Pv FM 4.026 81.5 2.05 120 0.002504 90'-4'/: Pf 10.6 7 -52'-6 57.9 154'-0 Pe 2.6 9 -58'-6 71.1 8E(10'-0),2T(20'-0),5fE(6'-9%), 244'-4'% Pv BFP(-10.0) BL 6.065 81.5 0.91 120 0.000340 9'-8'/: Pf 15.0 9 -58'-6 71.1 30'-0 Pe 1.3 8 -61'-6 87.4 PRV(-15.0),3fE(10'-0) 39'-8'% Pv BL 6.280 81.5 0.84 140 0.000216 161'-6 Pf 0.1 8 -61'-6 87.4 179'-8 Pe -5.9 10 -48'-0 81.6 6E(22'-1),T(47'-3%),S 341'-2 Pv 100.0 Hose Allowance At Source 10 181.5 Route 2 BL 1.055 20.0 7.35 150 0.083925 10'-0 Pf 1.0 102 -10'-0 20.0 4.9 16.7 Sprinkler, 2'-0 Pe 5 -10'-0 17.7 T(2'-0) 12'-0 Pv OF Route 3 BL 1.055 21.7 7.97 150 0.097457 10'-0 Pf 1.2 101 -10'-0 21.7 4.9 19.6 Sprinkler, 2'-0 Pe 4 -10'-0 20.8 P0(2'-0) 12'-0 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier II 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 v11.0.39.0 8/25/2016 2:11:56PM Page 5 111 ydraulic Analysis Job Number:CS2888 Report Description:Residential 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 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 v11.0.39.0 8/25/2016 2:11:56PM Page 6