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HomeMy WebLinkAboutCALC SUBMITTAL.pdf HYDRAULIC CALCULATIONS FOR VILLAGE INN PLAZA #207 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: CS2889 Report Description: Residential Node Flow(gpm)Hose Flow(gpm)Static(psi)Residual(psi)Name 1 721.0 100.0 150.0 15.1Water Supply Identifier Pressure(psi)K-Factor(K)Flow(gpm) Job System Supplies Check Point Gauges CS2889 Tyler Williams Village Inn Plaza Unit #207 68 East Meadow Dr. Vail, CO 81658 720-668-1160 Village Inn #207 Remodel FP Drawing.cad 032 Vail Fire Department 68 East Meadows Dr. Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler System Pressure Demand Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated System Flow Demand Pressure Result Job Number 180.1 @ 103.4 Water Supply at Node 1 (721.0, 100.0, 150.0, 15.1) 0.10gpm/ft² 4.9 K-Factor 19.6 at 16.0 196.00ft² 103.4 900.00ft² (Actual 214.78ft²) 100.0 4 80.1 Density +36.3 (26.0%) Address 3 © M.E.P.CAD, Inc.8/25/2016 Page 1AutoSPRINK® VR11 v11.0.39.0 12:47:19PM Hydraulic Summary Report Description: Residential Job Number: CS2889 Node Flow(gpm) Total Hose Streams 100.0 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 139.6 103.4 36.3721.0100.0 15.1150.0 180.1Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 180.1 Maximum Pressure Unbalance In Loops 0.0 Additional Hose Supplies 100.0 Hose Allowance At Source Supplies 448.8gal Residential 0.10gpm/ft² 196.00ft² 900.00ft² (Actual 214.78ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 29.39 between nodes 7 and 8 Maximum Velocity Above Ground 4.9 K-Factor 19.6 at 16.0 Most Demanding Sprinkler Data System 68 East Meadows Dr.Vail, CO 81658 Job Site/Building Vail Fire Department68 East Meadow Dr. AHJ 032Village Inn Plaza Unit #207 Job State Certification/License NumberJob Name: Tyler WilliamsCS2889 Contractor Contractor Number032 Name of Contractor: Westerm States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact TitlePM ExtensionPhone 720-668-1160 FAX E-mail Tyler.Williams@WSFP.us Web-Site Tyler Williams Address 3 Address 1 Address 2 Drawing Name Village Inn #207 Remodel FP Drawing.cad System Flow Demand 80.1 Remote Area(s) Address 3 8/25/2016© M.E.P.CAD, Inc.Page 2AutoSPRINK® VR11 v11.0.39.0 12:47:25PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: CS2889 Sprinkler 101 20.4 19.6 4.9 17.4 Sprinkler 102 19.9 19.6 4.9 16.5 Sprinkler 103 20.1 19.6 4.9 16.9 Sprinkler 104 19.6 19.6 4.9 16.0 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/25/2016 Page 3AutoSPRINK® VR11 v11.0.39.0 12:47:28PM FittingsNodeElevation(Foot)Pressure(psi)Discharge(gpm) Node Analysis Report Description: Residential Job Number: CS2889 1 -48'-0 S 103.4 80.1 101 0'-0 Spr(-17.4)17.4 20.4 102 0'-0 Spr(-16.5)16.5 19.9 103 0'-0 Spr(-16.9)16.9 20.1 104 0'-0 Spr(-16.0)16.0 19.6 2 -61'-6 109.2 3 -58'-6 BFP(-10.0)92.8 4 -52'-6 fE(6'-9½)79.7 5 -30'-0 fT(16'-0)69.8 6 0'-0 E(2'-0)18.6 7 -1'-0 E(2'-0)23.0 8 0'-0 T(3'-0)19.3 9 0'-0 E(2'-0)17.8 10 -30'-0 E(10'-0)68.8 11 -10'-0 fE(6'-9½)60.1 12 -10'-0 E(2'-0)32.0 13 0'-0 E(3'-6)22.7 © M.E.P.CAD, Inc.8/25/2016 Page 4AutoSPRINK® VR11 v11.0.39.0 12:47:32PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2889 Report Description: Residential • • • • • Route 1 • • • • • Pf Pe Pv BL 1.055 19.6 7.19 0.080687 11'-0 0.9 104 0'-0 19.6 4.9 16.0 103 0'-0 16.9 11'-0 150 Sprinkler Pf Pe Pv BL 1.055 39.7 14.58 0.298282 0'-11½0.9 103 0'-0 20.1 4.9 16.9 2'-0 9 0'-0 17.8 2'-11½ 150 Sprinkler, E(2'-0) Pf Pe Pv CM 1.291 39.7 9.74 0.111598 10'-8½1.5 9 0'-0 17.8 3'-0 8 0'-0 19.3 13'-8½ 150 T(3'-0) Pf Pe Pv FR 1.055 80.1 29.39 1.090463 1'-0 3.3 8 0'-0 40.3 19.3 2'-0 0.4 7 -1'-0 23.0 3'-0 150 Flow (q) from Route 2 E(2'-0) Pf Pe Pv CM 2.009 80.1 8.10 0.047352 0'-0 0.2 7 -1'-0 23.0 3'-6 -0.4 13 0'-0 22.7 3'-6 150 E(3'-6) Pf Pe Pv FR 1.291 80.1 19.63 0.407981 10'-0 4.9 13 0'-0 22.7 2'-0 4.3 12 -10'-0 32.0 12'-0 150 E(2'-0) Pf Pe Pv CM 1.291 80.1 19.63 0.407981 52'-1½28.1 12 -10'-0 32.0 16'-9½ 11 -10'-0 60.1 68'-11 150 2T(3'-0), E(2'-0), 2Tr(1'-0), fE(6'-9½) Pf Pe Pv FR 4.026 80.1 2.02 0.002423 20'-0 0.1 11 -10'-0 60.1 10'-0 8.7 10 -30'-0 68.8 30'-0 120 E(10'-0) Pf Pe Pv FM 4.026 80.1 2.02 0.002423 114'-1 1.0 10 -30'-0 68.8 301'-7 5 -30'-0 69.8 415'-8 120 16E(10'-0), 4T(20'-0), 3fT(16'-0), 2fE(6'-9½) Pf Pe Pv FR 4.026 80.1 2.02 0.002423 22'-6 0.1 5 -30'-0 69.8 6'-9½9.8 4 -52'-6 79.7 29'-3½ 120 fE(6'-9½) Pf Pe Pv FM 4.026 80.1 2.02 0.002423 90'-4½10.6 4 -52'-6 79.7 154'-0 2.6 3 -58'-6 92.8 244'-4½ 120 8E(10'-0), 2T(20'-0), 5fE(6'-9½), BFP(-10.0) Pf Pe Pv BL 6.065 80.1 0.89 0.000329 9'-8½15.0 3 -58'-6 92.8 30'-0 1.3 2 -61'-6 109.2 39'-8½ 120 PRV(-15.0), 3fE(10'-0) Pf Pe Pv BL 6.280 80.1 0.83 0.000209 161'-6 0.1 2 -61'-6 109.2 179'-8 -5.9 1 -48'-0 103.4 341'-2 140 6E(22'-1), T(47'-3½), S 180.1 100.0 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 1.055 19.9 7.31 0.083160 10'-0 0.8 102 0'-0 19.9 4.9 16.5 101 0'-0 17.4 10'-0 150 Sprinkler Pf Pe Pv BL 1.055 40.3 14.81 0.306718 1'-11½1.2 101 0'-0 20.4 4.9 17.4 2'-0 6 0'-0 18.6 3'-11½ 150 Sprinkler, E(2'-0) Pf Pe Pv CM 1.291 40.3 9.89 0.114754 3'-3½0.7 6 0'-0 18.6 3'-0 8 0'-0 19.3 6'-3½ 150 T(3'-0) 1.51 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/25/2016 Page 5AutoSPRINK® VR11 v11.0.39.0 12:47:36PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2889 Report Description: Residential Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f 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 GloV 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.8/25/2016 Page 6AutoSPRINK® VR11 v11.0.39.0 12:47:36PM