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HomeMy WebLinkAboutF16-0048_Cals submittal_1478907422.pdfHYDRAULIC CALCULATIONS FOR RIVERHOUSE 83 WILLOW PLACE 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 #CS2887 August 22, 2016 Vail Fire & Emergency Services 09/22/16 Hydraulic Overview Job Number: CS2887 Report Description: Residential Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Name 1 1123.00 139.000 97.000 Water Supply Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges CS2887 Tyler Williams Riverhouse Corridor Remodel 83 Willow Pl Vail, CO 81658 720-668-1160 RIVERHOUSE CORRIDOR DRAWING.cad 032 83 Willow Pl 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 165.38 @ 85.625 Water Supply at Node 1 (1123.00, 0.00, 139.000, 97.000) 0.100gpm/ft² 5.6 K-Factor 22.50 at 16.143 225.00ft² 85.625 900.00ft² (Actual 616.95ft²) 0.00 7 165.38 Density +52.161 (37.9%) Address 3 © M.E.P.CAD, Inc. 8/25/2016 Page 1 AutoSPRINK® VR11 v11.0.39.0 2:28:47PM Vail Fire & Emergency Services 09/22/16 Hydraulic Summary Report Description: Residential Job Number: CS2887 Node Flow(gpm) Total Hose Streams 0.00 Safety Margin Required Available Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @ @ Name 1 137.786 85.625 52.161 1123.00 97.000 139.000 165.38 Water Supply Design Engineer Job Number Total Water Required (Including Hose Allowance) 165.38 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 424.85gal Residential 0.100gpm/ft² 225.00ft² 900.00ft² (Actual 616.95ft²) 7 Occupancy Area of Application Coverage Per Sprinkler Number Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry Pipes Volume capacity of Wet Pipes Maximum Velocity Under Ground 15.81 between nodes 32 and 37 Maximum Velocity Above Ground 5.6 K-Factor 22.50 at 16.143 Most Demanding Sprinkler Data System 83 Willow Pl Vail, CO 81658 Job Site/Building 83 Willow Pl AHJ 032 Riverhouse Corridor Remodel Job State Certification/License Number Job Name: Tyler Williams CS2887 Contractor Contractor Number 032 Name of Contractor: Westerm States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact Title PM Extension Phone 720-668-1160 FAX E-mail Tyler.Williams@WSFP.us Web-Site Tyler Williams Address 3 Address 1 Address 2 Drawing Name RIVERHOUSE CORRIDOR DRAWING.cad System Flow Demand 165.38 Remote Area(s) Address 3 8/25/2016 © M.E.P.CAD, Inc. Page 2 AutoSPRINK® VR11 v11.0.39.0 2:28:51PM Vail Fire & Emergency Services 09/22/16 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: CS2887 Sprinkler 113 26.02 22.50 5.6 21.586 Sprinkler 114 24.71 22.50 5.6 19.470 Sprinkler 115 23.76 22.50 5.6 17.995 Sprinkler 116 23.11 22.50 5.6 17.035 Sprinkler 117 22.73 22.50 5.6 16.478 Sprinkler 118 22.55 22.50 5.6 16.216 Sprinkler 119 22.50 22.50 5.6 16.143 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 8/25/2016 Page 3 AutoSPRINK® VR11 v11.0.39.0 2:28:54PM Vail Fire & Emergency Services 09/22/16 Fittings Node Elevation(Foot) Pressure(psi) Discharge(gpm) Node Analysis Report Description: Residential Job Number: CS2887 1 2'-0 S 85.625 165.38 113 17'-10½ Spr(-21.586) 21.586 26.02 114 17'-10½ Spr(-19.470) 19.470 24.71 115 17'-10½ Spr(-17.995) 17.995 23.76 116 17'-10½ Spr(-17.035) 17.035 23.11 117 17'-10½ Spr(-16.478) 16.478 22.73 118 17'-10½ Spr(-16.216) 16.216 22.55 119 17'-10½ Spr(-16.143) 16.143 22.50 29 -6'-0 E(10'-0) 87.550 31 -6'-0 BFP(-11.924) 79.427 32 -6'-0 PO(10'-0) 47.445 37 18'-0 T(10'-0) 26.555 © M.E.P.CAD, Inc. 8/25/2016 Page 4 AutoSPRINK® VR11 v11.0.39.0 2:28:57PM Vail Fire & Emergency Services 09/22/16 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: CS2887 Report Description: Residential • • • • • Route 1 • • • • • Pf Pe Pv CM 2.1570 22.50 1.98 0.004834 15'-0 0.073 119 17'-10½ 22.50 5.6 16.143 118 17'-10½ 16.216 15'-0 120 Sprinkler Pf Pe Pv CM 2.1570 45.05 3.96 0.017464 15'-0 0.262 118 17'-10½ 22.55 5.6 16.216 117 17'-10½ 16.478 15'-0 120 Sprinkler Pf Pe Pv CM 2.1570 67.78 5.95 0.037185 15'-0 0.558 117 17'-10½ 22.73 5.6 16.478 116 17'-10½ 17.035 15'-0 120 Sprinkler Pf Pe Pv CM 2.1570 90.90 7.98 0.063990 15'-0 0.960 116 17'-10½ 23.11 5.6 17.035 115 17'-10½ 17.995 15'-0 120 Sprinkler Pf Pe Pv CM 2.1570 114.65 10.07 0.098323 15'-0 1.475 115 17'-10½ 23.76 5.6 17.995 114 17'-10½ 19.470 15'-0 120 Sprinkler Pf Pe Pv CM 2.1570 139.36 12.24 0.141080 15'-0 2.116 114 17'-10½ 24.71 5.6 19.470 113 17'-10½ 21.586 15'-0 120 Sprinkler Pf Pe Pv CM 2.1570 165.38 14.52 0.193640 12'-5 5.026 113 17'-10½ 26.02 5.6 21.586 13'-6½ -0.057 37 18'-0 26.555 25'-11½ 120 Sprinkler, CV(13'-6½) Pf Pe Pv BL 2.0670 165.38 15.81 0.238307 14'-0 10.486 37 18'-0 26.555 30'-0 10.405 32 -6'-0 47.445 44'-0 120 T(10'-0) T(10'-0), PO(10'-0) Pf Pe Pv ST 2.4690 165.38 11.08 0.100292 200'-0 31.982 32 -6'-0 47.445 31 -6'-0 79.427 200'-0 120 BFP(-11.924) Pf Pe Pv ST 4.0260 165.38 4.17 0.009271 3'-3½ 8.123 31 -6'-0 79.427 10'-0 29 -6'-0 87.550 13'-3½ 120 PRV(-8.000), E(10'-0) Pf Pe Pv ST 4.2800 165.38 3.69 0.005174 280'-0 1.542 29 -6'-0 87.550 17'-11 -3.467 1 2'-0 85.625 297'-11 140 E(17'-11), S 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 5 AutoSPRINK® VR11 v11.0.39.0 2:29:00PM Vail Fire & Emergency Services 09/22/16 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: CS2887 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 6 AutoSPRINK® VR11 v11.0.39.0 2:29:00PM Vail Fire & Emergency Services 09/22/16