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HomeMy WebLinkAboutF15-0050_Beaver Dam Hyd Calcs_1438032420.pdfHydraulic Calculations Location: 401 Beaver Dam Circle, Vail, Colorado, Project Name: Beaver Dam Residence - Unit B Drawing Name: Beaver Dam Unit B.cad Calculation Date: 7/5/2015 for Design Remote Area Location: Residential Area of Application: 323.25ft² (Actual 323.25ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 4 Living Room 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.051gpm/ft² Pendent Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node:Type:Allowance at Source N/Aat Node:N/A gpm 90.0 gpm N/A (including Hose Streams where applicable):Total Water Required 108.273@57.69From Water Supply at Node 9: Water Supply Information: Name of Contractor:Meridian Intermountain Authority Having Jurisdiction: Address: Phone Number:Name of designer: PO Box 3940, Avon, Colorado 81629 (970) 827-9120 M. Walter, SET Notes: 7/5/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.29.0 4:29:04PM1 Hydraulic Graph Water Supply Node: 9 Job Name: Beaver Dam Residence - Unit B Remote Area Number: 1 Date: 7/5/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/5/2015 Page 2AutoSPRINK® 12 v12.0.29.0 4:29:10PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1) Job Number: 15-1032-MI Sprinkler 101 13.06 13.06 4.9 7.100 Sprinkler 102 14.22 13.06 4.9 8.416 Sprinkler 103 14.68 13.06 4.9 8.975 Sprinkler 104 15.73 13.06 4.9 10.312 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/5/2015 Page 3AutoSPRINK® 12 v12.0.29.0 4:29:12PM Job Name: Beaver Dam Residence - Unit B Remote Area Number: 1 Date: 7/5/2015 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 120.0009 108.27357.691307.00 129.969130.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -16'-0 57.69108.273Supply9 13'-3½13.067.100Sprinkler101 9'-10½14.228.416Sprinkler102 13'-3½14.688.975Sprinkler103 9'-10½15.7310.312Sprinkler104 13'-8½8.3561 14'-1 13.0072 -1'-7 54.5043 -1'-7 58.1024 -0'-7 91.8855 -7'-0 95.4036 -11'-0 103.5967 10'-4 8.99110 13'-8½10.58111 10'-4 11.04412 © M.E.P.CAD, Inc.7/5/2015 Page 4AutoSPRINK® 12 v12.0.29.0 4:29:14PM Date: 7/5/2015 Job Name: Beaver Dam Residence - Unit B Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 5'-0 13'-8½5'-5½ -0.188 1.444 13'-3½0'-5½101 1 1 • • • • • Route 1 • • • • •(See Notes) 0.7087 7.10013.06 0.264230 Sprinkler, 13.06 4.9 T(5'-0) 150 3'-0 14'-1 16'-1 -0.170 4.821 13'-8½13'-11 2 1¼(See Notes) 0.9134 8.35614.22 0.299945 Flow (q) from Route 2 27.27 E(3'-0) 150 56'-0 -1'-7 85'-9 6.799 34.698 14'-1 29'-92 3 1½(See Notes) 1.1417 13.00730.41 0.404587 Flow (q) from Route 3 57.69 8E(4'-0), 3T(8'-0) 150 3'-0 -1'-7 3'-0 3.598 -1'-7 0'-03 4 1¼(See Notes) 0.9134 54.504 1.19938657.69 E(3'-0) 150 40'-0 -0'-7 84'-7 -0.434 34.217 -1'-7 44'-74 5 1½(See Notes) 1.1417 58.102 0.40458757.69 6E(4'-0), 2T(8'-0) 150 -7'-0 6'-5 2.782 0.736 -0'-7 6'-55 6 1½(See Notes) 1.6100 91.885 0.11465357.69 f(-0.000), Test Point 120 -11'-0 4'-0 1.734 6.459 -7'-0 4'-06 7 1½(See Notes) 1.6100 95.403 0.11465357.69 f(-0.000), BFP(-6.000) 120 7'-6 -16'-0 86'-0 2.168 2.509 -11'-0 78'-67 9 2 (See Notes) 1.9590 103.596 0.02918457.69 E(3'-6), 2EE(2'-0), S 150 9 0.00 Hose Allowance At Source 57.69 Route 1Total(Pt) 108.273 2'-0 10'-4 2'-5½ -0.188 0.762 9'-10½0'-5½102 10 1 • • • • • Route 2 • • • • •(See Notes) 0.7087 8.41614.22 0.309270 Sprinkler, 14.22 4.9 E(2'-0) 150 13'-8½9'-3 -1.468 0.833 10'-4 9'-310 1 1¼ 0.9134 8.991 0.08986414.22 150 8.356 Total(Pt)Route 2 © M.E.P.CAD, Inc.7/5/2015 Page 5AutoSPRINK® 12 v12.0.29.0 4:29:16PM1 Date: 7/5/2015 Job Name: Beaver Dam Residence - Unit B Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 5'-0 13'-8½5'-5½ -0.188 1.794 13'-3½0'-5½103 11 1 • • • • • Route 3 • • • • •(See Notes) 0.7087 8.97514.68 0.328208 Sprinkler, 14.68 4.9 T(5'-0) 150 6'-0 14'-1 7'-1 -0.170 2.596 13'-8½1'-111 2 1¼(See Notes) 0.9134 10.58115.73 0.367010 Flow (q) from Route 4 30.41 T(6'-0) 150 13.007 Total(Pt)Route 3 2'-0 10'-4 2'-5½ -0.188 0.920 9'-10½0'-5½104 12 1 • • • • • Route 4 • • • • •(See Notes) 0.7087 10.31215.73 0.373189 Sprinkler, 15.73 4.9 E(2'-0) 150 13'-8½9'-3 -1.468 1.005 10'-4 9'-312 11 1¼ 0.9134 11.044 0.10843715.73 150 10.581 Total(Pt)Route 4 © M.E.P.CAD, Inc.7/5/2015 Page 6AutoSPRINK® 12 v12.0.29.0 4:29:16PM1 Date: 7/5/2015 Job Name: Beaver Dam Residence - Unit B Remote Area Number: 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 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 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.7/5/2015 Page 7AutoSPRINK® 12 v12.0.29.0 4:29:16PM1