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File Documents.232 E Main St.0132.2018 (109).ACBK
Hydraulic Calculations Location: 232 East Main Street, Aspen, CO, Project Name: Core & Shell Drawing Name: East Main Rev0.cad Calculation Date: 9/14/2018 for Design Ordinary Group II Area of Application: 1500.00ft² (Actual 1260.00ft²) Coverage per Sprinkler: 96.00ft² Type of sprinklers calculated: 18 2Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.200gpm/ft² Upright In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 2250.00 (including Hose Streams where applicable):Total Water Required 130.238@693.99From Water Supply at Node 2: Type of System: Wet Volume of Dry or PreAction System:N/A Name of Contractor:Flame Out Fire Protection, Inc Authority Having Jurisdiction: Address: Phone Number: Name of designer: PO Box 56, Snowmass, Colorado 81654 (970) 927-4933 M. Walter, SET Notes: 9/14/2018© M.E.P.CAD, Inc.Page 1AutoSPRINK 2018 v14.2.12.0 4:19:33PM2 12/26/2018 Hydraulic Graph Water Supply Node: 2 Job Name: Core & Shell Remote Area Number: 2 Date: 9/14/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.9/14/2018 Page 2AutoSPRINK 2018 v14.2.12.0 4:19:38PM 12/26/2018 Hydraulic Graph BOR Job Name: Core & Shell Remote Area Number: 2 Date: 9/14/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.9/14/2018 Page 3AutoSPRINK 2018 v14.2.12.0 4:19:38PM 12/26/2018 Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group II (2) Job Number: 1 Sprinkler 101 32.39 19.20 5.6 33.462 Sprinkler 102 27.15 19.20 5.6 23.508 Sprinkler 103 32.11 19.20 5.6 32.868 Sprinkler 104 28.48 19.20 5.6 25.873 Sprinkler 105 23.82 19.20 5.6 18.089 Sprinkler 106 28.23 19.20 5.6 25.408 Sprinkler 107 25.77 19.20 5.6 21.175 Sprinkler 108 21.50 19.20 5.6 14.739 Sprinkler 109 25.53 19.20 5.6 20.790 Sprinkler 110 24.11 19.20 5.6 18.536 Sprinkler 111 20.08 19.20 5.6 12.859 Sprinkler 112 23.89 19.20 5.6 18.195 Sprinkler 113 23.30 19.20 5.6 17.319 Sprinkler 114 19.39 19.20 5.6 11.993 Sprinkler 115 23.09 19.20 5.6 16.999 Sprinkler 116 23.08 19.20 5.6 16.984 Sprinkler 117 19.20 19.20 5.6 11.755 Sprinkler 118 22.86 19.20 5.6 16.670 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.9/14/2018 Page 4AutoSPRINK 2018 v14.2.12.0 4:19:45PM 12/26/2018 Job Name: Core & Shell Remote Area Number: 2 Date: 9/14/2018 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 105.0002 130.238693.991239.00 106.973108.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -0'-0 443.99130.238Supply2 21'-0 32.3933.462Sprinkler101 28'-0 27.1523.508Sprinkler102 21'-0 32.1132.868Sprinkler103 21'-0 28.4825.873Sprinkler104 28'-0 23.8218.089Sprinkler105 21'-0 28.2325.408Sprinkler106 21'-0 25.7721.175Sprinkler107 28'-0 21.5014.739Sprinkler108 21'-0 25.5320.790Sprinkler109 21'-0 24.1118.536Sprinkler110 28'-0 20.0812.859Sprinkler111 21'-0 23.8918.195Sprinkler112 21'-0 23.3017.319Sprinkler113 28'-0 19.3911.993Sprinkler114 21'-0 23.0916.999Sprinkler115 21'-0 23.0816.984Sprinkler116 28'-0 19.2011.755Sprinkler117 21'-0 22.8616.670Sprinkler118 © M.E.P.CAD, Inc.9/14/2018 Page 5AutoSPRINK 2018 v14.2.12.0 4:19:48PM 12/26/2018 Job Name: Core & Shell Remote Area Number: 2 Date: 9/14/2018 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -0'-0 85.210Gauge1 21'-0 53.66911 21'-0 47.94114 21'-0 47.34215 28'-0 30.54016 21'-0 47.10317 © M.E.P.CAD, Inc.9/14/2018 Page 6AutoSPRINK 2018 v14.2.12.0 4:19:48PM 12/26/2018 Date: 9/14/2018 Job Name: Core & Shell 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 28'-0 7'-6 0.238 28'-0 7'-6117 114 1¼• • • • • Route 1 • • • • •(See Notes) 1.3800 11.75519.20 0.031736 Sprinkler 19.20 5.6 120 28'-0 7'-6 0.866 28'-0 7'-6114 111 1¼(See Notes) 1.3800 11.99319.39 0.115476 Sprinkler 38.59 5.6 120 28'-0 7'-6 1.880 28'-0 7'-6111 108 1¼(See Notes) 1.3800 12.85920.08 0.250656 Sprinkler 58.67 5.6 120 28'-0 7'-6 3.349 28'-0 7'-6108 105 1¼(See Notes) 1.3800 14.73921.50 0.446586 Sprinkler 80.17 5.6 120 28'-0 7'-6 5.419 28'-0 7'-6105 102 1¼(See Notes) 1.3800 18.08923.82 0.722580 Sprinkler 103.99 5.6 120 3'-0 28'-0 6'-4 7.032 28'-0 3'-4102 16 1¼(See Notes) 1.3800 23.50827.15 1.109862 Sprinkler, 131.14 5.6 E(3'-0) 120 6'-6½ 21'-0 13'-6½ 3.035 13.768 28'-0 7'-016 15 1¼(See Notes) 1.2910 30.540 1.016216131.14 PO(6'-6½) 150 21'-0 8'-4 0.598 21'-0 8'-415 14 3 3.2600 47.342155.71 0.071770 Flow (q) from Route 2 286.85 120 9'-5 21'-0 35'-7 5.729 21'-0 26'-214 11 3 (See Notes) 3.2600 47.941157.14 0.161036 Flow (q) from Route 3 443.99 E(9'-5) 120 17'-10 -0'-0 38'-4½ 9.108 22.433 21'-0 20'-6½11 1 2½(See Notes) 2.6350 53.669 0.454038443.99 f, CV(-5.000), BV(9'-7½), E(8'-3 ), BOR 120 -0'-0 35'-4½45.028 -0'-0 35'-4½1 2 2 (See Notes) 1.9590 85.210 1.272923443.99 Water Supply 150 © M.E.P.CAD, Inc.9/14/2018 Page 7AutoSPRINK 2018 v14.2.12.0 4:19:50PM2 12/26/2018 Date: 9/14/2018 Job Name: Core & Shell 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 2 250.00 Hose Allowance At Source 693.99 Route 1Total(Pt) 130.238 21'-0 7'-6 0.329 21'-0 7'-6118 115 1¼• • • • • Route 2 • • • • •(See Notes) 1.3800 16.67022.86 0.043841 Sprinkler 22.86 5.6 120 21'-0 7'-6 1.196 21'-0 7'-6115 112 1¼(See Notes) 1.3800 16.99923.09 0.159485 Sprinkler 45.95 5.6 120 21'-0 7'-6 2.595 21'-0 7'-6112 109 1¼(See Notes) 1.3800 18.19523.89 0.345968 Sprinkler 69.84 5.6 120 21'-0 7'-6 4.618 21'-0 7'-6109 106 1¼(See Notes) 1.3800 20.79025.53 0.615723 Sprinkler 95.37 5.6 120 21'-0 7'-6 7.460 21'-0 7'-6106 103 1¼(See Notes) 1.3800 25.40828.23 0.994680 Sprinkler 123.60 5.6 120 6'-0 21'-0 9'-4 14.235 21'-0 3'-4103 17 1¼(See Notes) 1.3800 32.86832.11 1.524783 Sprinkler, 155.71 5.6 PO(6'-0) 120 21'-0 10'-4 0.239 21'-0 10'-417 15 3 3.2600 47.103 0.023177155.71 120 47.342 Total(Pt)Route 2 21'-0 7'-6 0.335 21'-0 7'-6116 113 1¼• • • • • Route 3 • • • • •(See Notes) 1.3800 16.98423.08 0.044604 Sprinkler 23.08 5.6 120 21'-0 7'-6 1.217 21'-0 7'-6113 110 1¼(See Notes) 1.3800 17.31923.30 0.162260 Sprinkler 46.38 5.6 120 21'-0 7'-6 2.640 21'-0 7'-6110 107 1¼(See Notes) 1.3800 18.53624.11 0.351975 Sprinkler 70.49 5.6 120 © M.E.P.CAD, Inc.9/14/2018 Page 8AutoSPRINK 2018 v14.2.12.0 4:19:50PM2 12/26/2018 Date: 9/14/2018 Job Name: Core & Shell 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 21'-0 7'-6 4.698 21'-0 7'-6107 104 1¼(See Notes) 1.3800 21.17525.77 0.626377 Sprinkler 96.26 5.6 120 21'-0 7'-6 7.589 21'-0 7'-6104 101 1¼(See Notes) 1.3800 25.87328.48 1.011809 Sprinkler 124.75 5.6 120 6'-0 21'-0 9'-4 14.479 21'-0 3'-4101 14 1¼(See Notes) 1.3800 33.46232.39 1.550877 Sprinkler, 157.14 5.6 PO(6'-0) 120 47.941 Total(Pt)Route 3 © M.E.P.CAD, Inc.9/14/2018 Page 9AutoSPRINK 2018 v14.2.12.0 4:19:50PM2 12/26/2018 Date: 9/14/2018 Job Name: Core & Shell 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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.9/14/2018 Page 10AutoSPRINK 2018 v14.2.12.0 4:19:50PM2 12/26/2018