Loading...
HomeMy WebLinkAboutF14-0026 Calcs.pdf Material/Calcs Submittal FOR Village Inn Plaza Unit 110 & 111 Fire Protection 68 E Meadow Dr Vail, CO 81658 Prepared by: Jason Brochu Project Manager Western States Fire Protection Co. 7026 S. Tucson Way Centennial, CO 80112 Phone (303) 792-0022 Fax (303) 792-9049 Email: jason.brochu@wsfp.us WSFP #CS2309 June 19, 2014 MATERIAL/CALCULATION INDEX Description Model Manufacturer I. Hydraulic Information A. Calculation Printouts II. Sprinkler Heads A. Residential Pendent RFC43 Reliable B. Residential Pendent VK476 Viking C. Residential HSW F1RES58 Reliable D. Standard Spray Quick Response Sprinkler F1FR56 Reliable III. Pipe - Copper Pipe Type M Varies IV. Fittings - Copper Fittings Varies Varies V. Valves A. Control Valve 728 Victaulic B. Reduced Pressure Backflow Preventer (for calculation only) 860 Febco VI. Pipe Hangers A. Sammy Hangers Varies Sammy B. Swivel Ring Hanger Varies Varies C. Beam Clamps Varies Varies C. All Thread Rod Varies Varies Hydraulic Overview Job Number: CS2309 - Master Bedroom Report Description: Residential Node Flow(gpm)Hose Flow(gpm)Static(psi)Residual(psi)Name 9 721.4 100.0 150.0 15.1Water Supply Identifier Pressure(psi)K-Factor(K)Flow(gpm) Job System Supplies Check Point Gauges CS2309 Tom Coakley Village Inn Plaza 110 & 111 68 E Meadow Drive Vail, CO 81658 FP2-CS2309 VIP 110 & 111 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 220.7 @ 113.2 Water Supply at Node 9 (721.4, 100.0, 150.0, 15.1) 0.10gpm/ft² 4.9 K-Factor 24.8 at 25.6 256.00ft² 113.2 401.09ft² (Actual 401.09ft²) 100.0 4 120.7 Density +21.7 (16.1%) Address 3 © M.E.P.CAD, Inc.6/19/2014 Page 1AutoSPRINK® VR11 v11.0.30.0 3:10:39PM Hydraulic Graph Report Description: Residential Job Number: CS2309 - Master Bedroom System Demand (Including Hose Allowance at Source) System Demand 15.1 @ 721.4 Residual: Pressure 150.0 Static: Pressure Water Supply at Node 9 Hydraulic Graph Water Supply at Node 9 113.2 @ 120.7 113.2 @ 220.7 Available Pressure at Time of Test 134.9 @ 220.7 © M.E.P.CAD, Inc.6/19/2014 Page 2AutoSPRINK® VR11 v11.0.30.0 3:10:42PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: CS2309 - Master Bedroom Sprinkler 101 24.8 24.8 4.9 25.6 Sprinkler 102 29.6 25.6 5.8 26.0 Sprinkler 103 30.1 25.6 5.8 26.9 Sprinkler 104 36.3 25.6 5.8 39.2 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.6/19/2014 Page 3AutoSPRINK® VR11 v11.0.30.0 3:10:44PM 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: CS2309 - Master Bedroom Report Description: Residential • • • • • Route 1 • • • • • Pf Pe Pv BL 1.055 24.8 9.10 0.124628 2'-4-3/8 0.5 101 26'-6 24.8 4.9 25.6 2'-0 1 26'-6 26.1 4'-4-3/8 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.291 24.8 6.08 0.046628 5'-5¾0.3 1 26'-6 26.1 2 26'-6 26.4 5'-5¾ 150 Pf Pe Pv BL 1.291 54.3 13.32 0.199189 4'-7¼0.9 2 26'-6 29.6 26.4 3 26'-6 27.3 4'-7¼ 150 Flow (q) from Route 2 Pf Pe Pv BL 1.291 84.4 20.69 0.449814 23'-3-7/8 15.0 3 26'-6 30.1 27.3 10'-0 4 26'-6 42.3 33'-3-7/8 150 Flow (q) from Route 3 cplg(1'-0), 3E(2'-0), C(3'-0) Pf Pe Pv BL 1.291 120.7 29.59 0.871797 46'-3 48.2 4 26'-6 36.3 42.3 9'-0 2.6 5 20'-6 93.1 55'-3 150 Flow (q) from Route 4 2E(2'-0), 2EE(1'-0), T(3'-0), BV Pf Pe Pv BL 2.067 120.7 11.54 0.133107 2'-10¼1.7 5 20'-6 93.1 10'-0 6 20'-6 94.8 12'-10¼ 120 PO(10'-0) Pf Pe Pv FM 4.026 120.7 3.04 0.005178 176'-7-3/8 12.8 6 20'-6 94.8 362'-9-5/8 10.0 7 -2'-6 117.5 539'-4-7/8 120 11fE(6'-9-5/8), 2fT(16'-0), LtE(6'-0), 17E(10'-0), 4T(20'-0), BFP(-10.0) Pf Pe Pv BL 6.065 120.7 1.34 0.000704 9'-8-3/8 0.0 7 -2'-6 117.5 30'-0 1.3 8 -5'-6 118.9 39'-8-3/8 120 3fE(10'-0) Pf Pe Pv BL 6.280 120.7 1.25 0.000447 161'-6 0.2 8 -5'-6 118.9 179'-7-7/8 -5.9 9 8'-0 113.2 341'-1-7/8 140 6E(22'-0¾), T(47'-3-3/8), S 220.7 100.0 Hose Allowance At Source 9 • • • • • Route 2 • • • • • Pf Pe Pv BL 1.055 29.6 10.85 0.172524 0'-5-7/8 0.4 102 26'-6 29.6 5.8 26.0 2'-0 2 26'-6 26.4 2'-5-7/8 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv BL 1.055 30.1 11.03 0.178058 0'-6 0.4 103 26'-6 30.1 5.8 26.9 2'-0 3 26'-6 27.3 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv BL 1.055 36.3 13.32 0.252322 3'-3½1.3 104 26'-6 36.3 5.8 39.2 2'-0 10 26'-6 40.5 5'-3½ 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.291 36.3 8.90 0.094403 15'-0¾1.8 10 26'-6 40.5 4'-0 4 26'-6 42.3 19'-0¾ 150 cplg(1'-0), C(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.6/19/2014 Page 4AutoSPRINK® VR11 v11.0.30.0 3:10:46PM 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: CS2309 - Master Bedroom 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.6/19/2014 Page 5AutoSPRINK® VR11 v11.0.30.0 3:10:46PM