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HomeMy WebLinkAboutF16-0004_CALCS_1456437840.pdfHydraulic Summary Report Description: UPPER LEVEL - MASTER BEDROOM Job Number: CH0275 Node Flow(gpm) Total Hose Streams 0.0 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 108.7 94.9 13.8853.521.1110.0 87.0Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 87.0 Maximum Pressure Unbalance In Loops 0.0 Additional Hose Supplies 0.0 Hose Allowance At Source Supplies 76.8gal Residential 0.10gpm/ft² 196.00ft² 784.00ft² 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Manually Flowing Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 9.26 between nodes 1 and 2 Maximum Velocity Under Ground 22.71 between nodes 8 and 9 Maximum Velocity Above Ground 4.9 K-Factor 19.6 at 16.0 Most Demanding Sprinkler Data System 1463 Aspen Grove Ln.Vail, CO81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES1463 Aspen Grove Ln. AHJ 0321463 ASPEN GROVE LANE Job State Certification/License NumberJob Name: Zack HinsonCH0275 Contractor Contractor Number 32 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Contact Name Contact Title Sales / PM ExtensionPhone 720-219-0574 FAX E-mail steve.allen@wsfp.us Web-Site Steve Allen Address 3 Centennial, CO.80112 Address 1 Address 2 Drawing Name CH0275-1463AspenGroveLane-Design System Flow Demand 87.0 Remote Area(s) Address 3 2/25/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 11:25:51AM 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: CH0275 Report Description: UPPER LEVEL - MASTER BEDROOM • • • • • Route 1 • • • • • Pf Pe Pv DR 1.055 19.6 7.19 0.080687 12'-2¼ 1.1 101 34'-0 19.6 4.9 16.0 2'-0 -0.2 10 34'-6 16.9 14'-2¼ 150 Sprinkler, E(2'-0) Pf Pe Pv AO 1.055 39.8 14.59 0.298649 11'-8-1/8 3.5 10 34'-6 20.2 16.9 9 34'-6 20.4 11'-8-1/8 150 Flow (q) from Route 2 Pf Pe Pv AO 1.055 61.9 22.71 0.676923 5'-8-7/8 5.2 9 34'-6 22.1 20.4 2'-0 8 34'-6 25.7 7'-8-7/8 150 Flow (q) from Route 3 T(2'-0) Pf Pe Pv CM 1.055 30.4 11.14 0.181290 9'-1-5/8 1.7 8 34'-6 25.7 7 34'-6 27.3 9'-1-5/8 150 Pf Pe Pv CM 1.055 55.5 20.35 0.552569 15'-1-5/8 8.4 7 34'-6 25.1 27.3 6 34'-6 35.7 15'-1-5/8 150 Flow (q) from Route 4 Pf Pe Pv FR 1.291 55.5 13.59 0.206736 11'-0 2.3 6 34'-6 35.7 4.8 5 23'-6 42.7 11'-0 150 Pf Pe Pv FR 1.527 87.0 15.24 0.209878 12'-6 3.4 5 23'-6 31.5 42.7 3'-6 5.4 4 11'-0 51.5 16'-0 150 Flow (q) from Route 5 T(3'-6) Pf Pe Pv CM 1.527 87.0 15.24 0.209878 28'-7-1/8 8.0 4 11'-0 51.5 9'-6 3 11'-0 59.5 38'-1-1/8 150 E(2'-6), 2T(3'-6) Pf Pe Pv FM 2.009 87.0 8.80 0.055176 14'-2¼ 16.3 3 11'-0 59.5 9'-0 4.8 2 0'-0 80.5 23'-2¼ 150 2E(3'-6), BFP(-6.5), PRV(-8.5), BV, EE(2'-0) Pf Pe Pv UG 1.959 87.0 9.26 0.062381 160'-0 10.0 2 0'-0 80.5 4.3 1 -10'-0 94.9 160'-0 150 Water Supply 87.0 0.0 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.055 20.2 7.40 0.085025 0'-6 0.2 102 34'-0 20.2 4.9 16.9 2'-0 -0.2 10 34'-6 16.9 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.055 22.1 8.12 0.100925 0'-6 0.3 103 34'-0 22.1 4.9 20.4 2'-0 -0.2 9 34'-6 20.4 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.055 25.1 9.21 0.127441 6'-2-7/8 1.3 104 34'-0 25.1 4.9 26.2 4'-0 -0.2 7 34'-6 27.3 10'-2-7/8 150 Sprinkler, 2T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR 1.291 31.5 7.73 0.072717 11'-0 1.0 12 34'-6 31.5 32.4 3'-0 4.8 11 23'-6 38.2 14'-0 150 Flow (q) from Route 6 T(3'-0) Pf Pe Pv CM 1.291 31.5 7.73 0.072717 53'-10-3/8 4.6 11 23'-6 38.2 9'-0 5 23'-6 42.7 62'-10-3/8 150 Tr(1'-0), EE(1'-0), 2E(2'-0), C(3'-0) • • • • • Route 6 • • • • • Pf Pe Pv CM 1.055 31.5 11.57 0.194361 29'-6 6.7 8 34'-6 25.7 5'-0 12 34'-6 32.4 34'-6 150 E(2'-0), EE(1'-0), T(2'-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.2/25/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 11:25:56AM 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: CH0275 Report Description: UPPER LEVEL - MASTER BEDROOM 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.2/25/2016 Page 5AutoSPRINK® VR11 v11.0.30.0 11:25:56AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: UPPER LEVEL - MASTER BEDROOM Job Number: CH0275 Sprinkler 101 19.6 19.6 4.9 16.0 Sprinkler 102 20.2 19.6 4.9 16.9 Sprinkler 103 22.1 19.6 4.9 20.4 Sprinkler 104 25.1 19.6 4.9 26.2 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/25/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 11:25:54AM Hydraulic Graph Report Description: UPPER LEVEL - MASTER BEDROOM Job Number: CH0275 System Demand (Including Hose Allowance at Source) System Demand 21.1 @ 853.5 Residual: Pressure 110.0 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 94.9 @ 87.0 94.9 @ 87.0 Available Pressure at Time of Test 108.7 @ 87.0 © M.E.P.CAD, Inc.2/25/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 11:25:52AM