Loading...
HomeMy WebLinkAboutF15-0073_Spruce Residence Hyd Calcs_1445530620.pdfVail, Colorado FIRE PROTECTION HYDRAULIC CALCULATIONS CHECKED OR COMPLETED BY: Meridian Intermountain PHONE (970) 827-9120 www.meridianfire.com CO LIC #1391 4193 Spruce Street Vesty-Neagle Residence PO Box 3940; Avon, Colorado 81629 Hydraulic Calculations Location: 4193 Spruce Street, Red Cliff, Colorado, Project Name: Vesty-Neagle Residence Drawing Name: Spruce Residence.cad Calculation Date: 10/22/2015 for Design Remote Area Location: Residential Area of Application: 900.00ft² (Actual 218.59ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 Upper Level 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 Wet N/Aat Node:N/A gpm 130.0 gpm N/A (including Hose Streams where applicable):Total Water Required 132.001@26.11From Water Supply at Node 13: Water Supply Information: Source:Meridian InterMountain Location:@ Residence Date:for Node:13 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: 10/22/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.29.0 9:08:09AM1 Hydraulic Graph Water Supply Node: 13 Job Name: Vesty-Neagle Residence Remote Area Number: 1 Date: 10/22/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.10/22/2015 Page 2AutoSPRINK® 12 v12.0.29.0 9:08:13AM Hydraulic Graph Gauge 1 Job Name: Vesty-Neagle Residence Remote Area Number: 1 Date: 10/22/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.10/22/2015 Page 3AutoSPRINK® 12 v12.0.29.0 9:08:13AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1) Job Number: 15-1094-MI Sprinkler 101 13.06 13.06 4.9 7.100 Sprinkler 102 13.06 13.06 4.9 7.101 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.10/22/2015 Page 4AutoSPRINK® 12 v12.0.29.0 9:08:16AM Job Name: Vesty-Neagle Residence Remote Area Number: 1 Date: 10/22/2015 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 28.00013 132.00126.11984.00 159.840160.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-0 26.11132.001Supply13 19'-0 13.067.100Sprinkler101 19'-0 13.067.101Sprinkler102 19'-6 8.3361 19'-6 8.3372 19'-6 12.0803 9'-6 22.2604 1'-0 32.9775 19'-6 12.0636 5'-0 29.30511 1'-0 47.31212 © M.E.P.CAD, Inc.10/22/2015 Page 5AutoSPRINK® 12 v12.0.29.0 9:08:18AM Date: 10/22/2015 Job Name: Vesty-Neagle Residence 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 19'-6 5'-6 -0.217 1.453 19'-0 0'-6101 1 1 • • • • • Route 1 • • • • •(See Notes) 0.7087 7.10013.06 0.264230 Sprinkler, 13.06 4.9 T(5'-0) 150 19'-6 10'-0 0.001 19'-6 10'-01 2 1¼ 0.9134 8.336 0.0001470.44 150 9'-0 19'-6 45'-10 3.742 19'-6 36'-102 3 1¼(See Notes) 0.9134 8.33713.06 0.081677 Flow (q) from Route 2 13.50 E(3'-0), T(6'-0) 150 30'-0 9'-6 67'-4½ 4.335 5.845 19'-6 37'-4½3 4 1¼(See Notes) 0.9134 12.0800.45 0.086746 Flow (q) from Route 4 13.95 4E(3'-0), 3T(6'-0) 150 3'-0 5'-0 18'-5 1.951 5.094 9'-6 15'-54 11 1¼(See Notes) 0.9134 22.26012.17 0.276804 Flow (q) from Route 3 26.11 E(3'-0), f(-0.000), Gauge 1 150 3'-0 1'-0 7'-0 1.734 1.938 5'-0 4'-011 5 1¼(See Notes) 0.9134 29.305 0.27680426.11 f(-0.000), E(3'-0) 150 8'-0 1'-0 9'-6 14.336 1'-0 1'-65 12 1¼(See Notes) 1.3940 32.977 0.03531826.11 BFP(-14.000), E(8'-0) 150 4'-0 -5'-0 108'-6 2.601 82.087 1'-0 104'-612 13 ¾(See Notes) 0.7430 47.312 0.75656026.11 2E(1'-0), 2EE(1'-0), S 150 13 0.00 Hose Allowance At Source 26.11 Route 1Total(Pt) 132.001 5'-0 19'-6 5'-6 -0.217 1.454 19'-0 0'-6102 2 1 • • • • • Route 2 • • • • •(See Notes) 0.7087 7.10113.06 0.264273 Sprinkler, 13.06 4.9 T(5'-0) 150 8.337 Total(Pt)Route 2 27'-0 9'-6 87'-0 4.335 5.862 19'-6 60'-06 4 1¼• • • • • Route 3 • • • • •(See Notes) 0.9134 12.06312.61 0.067381 Flow (q) from Route 5 12.17 3E(3'-0), 3T(6'-0) 150 © M.E.P.CAD, Inc.10/22/2015 Page 6AutoSPRINK® 12 v12.0.29.0 9:08:20AM1 Date: 10/22/2015 Job Name: Vesty-Neagle Residence 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 22.260 Total(Pt)Route 3 27'-0 19'-6 114'-3 0.017 19'-6 87'-36 3 1¼• • • • • Route 4 • • • • •(See Notes) 0.9134 12.06312.61 0.000149 T(6'-0), Flow (q) from Route 5 0.45 3E(3'-0), 2T(6'-0) 150 12.080 Total(Pt)Route 4 15'-0 19'-6 51'-9 3.727 19'-6 36'-91 6 1¼• • • • • Route 5 • • • • •(See Notes) 0.9134 8.336 0.07202912.61 3E(3'-0), T(6'-0) 150 12.063 Total(Pt)Route 5 © M.E.P.CAD, Inc.10/22/2015 Page 7AutoSPRINK® 12 v12.0.29.0 9:08:20AM1 Date: 10/22/2015 Job Name: Vesty-Neagle Residence 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.10/22/2015 Page 8AutoSPRINK® 12 v12.0.29.0 9:08:20AM1 Hydraulic Calculations Location: 4193 Spruce Street, Red Cliff, Colorado, Project Name: Vesty-Neagle Residence Drawing Name: Spruce Residence.cad Calculation Date: 10/22/2015 for Design Remote Area Location: Residential Area of Application: 900.00ft² (Actual 63.75ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 MainLevel 2Remote 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 Wet N/Aat Node:N/A gpm 130.0 gpm N/A (including Hose Streams where applicable):Total Water Required 124.041@26.36From Water Supply at Node 13: Water Supply Information: Source:Meridian InterMountain Location:@ Residence Date:for Node:13 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: 10/22/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.29.0 9:08:59AM2 Hydraulic Graph Water Supply Node: 13 Job Name: Vesty-Neagle Residence Remote Area Number: 2 Date: 10/22/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.10/22/2015 Page 2AutoSPRINK® 12 v12.0.29.0 9:09:01AM Hydraulic Graph Gauge 1 Job Name: Vesty-Neagle Residence Remote Area Number: 2 Date: 10/22/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.10/22/2015 Page 3AutoSPRINK® 12 v12.0.29.0 9:09:01AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (2) Job Number: 15-1094-MI Sprinkler 201 13.06 13.06 4.9 7.100 Sprinkler 202 13.30 13.06 4.9 7.371 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.10/22/2015 Page 4AutoSPRINK® 12 v12.0.29.0 9:09:03AM Job Name: Vesty-Neagle Residence Remote Area Number: 2 Date: 10/22/2015 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 28.00013 124.04126.36984.00 159.837160.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-0 26.36124.041Supply13 9'-0 13.067.100Sprinkler201 9'-0 13.307.371Sprinkler202 19'-6 6.3783 9'-6 12.7344 1'-0 23.5745 19'-6 5.5066 9'-6 7.5437 9'-6 7.7138 9'-6 8.2509 9'-6 8.39510 5'-0 19.86811 1'-0 37.91512 9'-6 7.83814 © M.E.P.CAD, Inc.10/22/2015 Page 5AutoSPRINK® 12 v12.0.29.0 9:09:06AM Date: 10/22/2015 Job Name: Vesty-Neagle Residence Remote Area Number: 2 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 2'-0 9'-6 2'-6 -0.217 0.661 9'-0 0'-6201 7 1 • • • • • Route 1 • • • • •(See Notes) 0.7087 7.10013.06 0.264230 Sprinkler, 13.06 4.9 E(2'-0) 150 5'-0 9'-6 5'-6 0.170 9'-6 0'-67 8 1 (See Notes) 1.1010 7.543 0.03091113.06 T(5'-0) 150 6'-0 9'-6 7'-0 0.537 9'-6 1'-08 9 1¼(See Notes) 0.9134 7.713 0.07677713.06 T(6'-0) 150 9'-6 10'-4 0.144 9'-6 10'-49 10 1¼ 0.9134 8.250 0.0139855.20 150 6'-0 9'-6 29'-8 4.339 9'-6 23'-810 4 1¼(See Notes) 0.9134 8.39513.30 0.146357 Flow (q) from Route 2 18.50 T(6'-0) 150 3'-0 5'-0 18'-5 1.951 5.183 9'-6 15'-54 11 1¼(See Notes) 0.9134 12.7347.86 0.281651 Flow (q) from Route 3 26.36 E(3'-0), f(-0.000), Gauge 1 150 3'-0 1'-0 7'-0 1.734 1.972 5'-0 4'-011 5 1¼(See Notes) 0.9134 19.868 0.28165126.36 f(-0.000), E(3'-0) 150 8'-0 1'-0 9'-6 14.341 1'-0 1'-65 12 1¼(See Notes) 1.3940 23.574 0.03593726.36 BFP(-14.000), E(8'-0) 150 4'-0 -5'-0 108'-6 2.601 83.525 1'-0 104'-612 13 ¾(See Notes) 0.7430 37.915 0.76980726.36 2E(1'-0), 2EE(1'-0), S 150 13 0.00 Hose Allowance At Source 26.36 Route 1Total(Pt) 124.041 2'-0 9'-6 2'-6 -0.217 0.684 9'-0 0'-6202 14 1 • • • • • Route 2 • • • • •(See Notes) 0.7087 7.37113.30 0.273564 Sprinkler, 13.30 4.9 E(2'-0) 150 © M.E.P.CAD, Inc.10/22/2015 Page 6AutoSPRINK® 12 v12.0.29.0 9:09:08AM2 Date: 10/22/2015 Job Name: Vesty-Neagle Residence Remote Area Number: 2 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 6'-0 9'-6 7'-0 0.556 9'-6 1'-014 10 1¼(See Notes) 0.9134 7.838 0.07948913.30 T(6'-0) 150 8.395 Total(Pt)Route 2 27'-0 19'-6 53'-0½ -4.335 1.591 9'-6 26'-0½9 6 1¼• • • • • Route 3 • • • • •(See Notes) 0.9134 8.250 0.0299967.86 3T(6'-0), 3E(3'-0) 150 21'-0 19'-6 108'-3 0.872 19'-6 87'-36 3 1¼(See Notes) 0.9134 5.506 0.0080573.86 3E(3'-0), 2T(6'-0) 150 30'-0 9'-6 67'-4½ 4.335 2.021 19'-6 37'-4½3 4 1¼(See Notes) 0.9134 6.3784.00 0.029996 Flow (q) from Route 4 7.86 4E(3'-0), 3T(6'-0) 150 12.734 Total(Pt)Route 3 18'-0 19'-6 101'-6½0.872 19'-6 83'-6½6 3 1¼• • • • • Route 4 • • • • •(See Notes) 0.9134 5.506 0.0085884.00 4E(3'-0), T(6'-0) 150 6.378 Total(Pt)Route 4 © M.E.P.CAD, Inc.10/22/2015 Page 7AutoSPRINK® 12 v12.0.29.0 9:09:08AM2 Date: 10/22/2015 Job Name: Vesty-Neagle Residence Remote Area Number: 2 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.10/22/2015 Page 8AutoSPRINK® 12 v12.0.29.0 9:09:08AM2