Loading...
050520-CFP911-Halstead1-Calc-Standpipes - stampedHydraulic Calculations Location: Building #1, 72 Flint St, Salem, MA 01970 Project Name: Halstead Salem Station Drawing Name: 050520-CFP911-Halstead1-FP-1 Calculation Date: 5/12/2020 for Design Remote Area Location: Standpipe Area of Application: 1ft² (Actual 0ft²) Coverage per Sprinkler: 100ft² Type of sprinklers calculated: 0 Roof 1 - StandpipeRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 1.00gpm/ft² NA No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 250.00 HoseType:96at Node: 250.00 HoseType:102at Node: 250.00 HoseType:111at Node: (including Hose Streams where applicable):Total Water Required 150.818@750.00From Water Supply at Node 1:(Safety Margin = 9.182 psi) Type of System: Wet Volume of Dry or PreAction System:0.87gal Water Supply Information: Name of Contractor:DiFava Fire Protection of MA Authority Having Jurisdiction: Address: Phone Number: Name of designer: 4 Sheridan Rd, Wilmington, MA 603-437-2511 Alison Brackett N/A N/A Right:Left:Automatic peaking results Notes: 5/12/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.19.0 2:27:45PM1 - Standpipe Hydraulic Graph Water Supply Node: 1 Job Name: Halstead Salem Station Remote Area Number: 1 - Standpipe Date: 5/12/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/12/2020 Page 2AutoSPRINK 2019 v15.1.19.0 2:27:46PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Standpipe (1 - Standpipe) Job Number: 911 - Area 1 - Standpipe Hose 96 250.00 250.00 25 115.394 Hose 102 250.00 250.00 25 100.000 Hose 111 250.00 250.00 25 104.935 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/12/2020 Page 3AutoSPRINK 2019 v15.1.19.0 2:27:47PM Job Name: Halstead Salem Station Remote Area Number: 1 - Standpipe Date: 5/12/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 160.0001 150.818750.00750.00 160.000160.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -0'-0 750.00150.818Supply1 55'-0 250.00115.394Hose96 Hos 47'-0 250.00100.000Hose102 Hos 36'-0 250.00104.935Hose111 Hos -0'-0 150.8182 -5'-0 152.27625 55'-0 118.08794 36'-0 107.628107 47'-0 102.693108 21'-0 135.472114 21'-0 135.472116 © M.E.P.CAD, Inc.5/12/2020 Page 4AutoSPRINK 2019 v15.1.19.0 2:27:49PM Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 1 - Standpipe 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-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 47'-0 12'-6 2.693 47'-0 0'-6102 108 2½• • • • • Route 1 • • • • •(See Notes) 2.4690 100.000250.00 0.215409 Hose(-100.000) 250.00 PO(12'-0) 120 36'-0 11'-0 4.769 0.166 47'-0 11'-0108 107 4 4.2600 102.693 0.015122250.00 120 107'-11½ 21'-0 391'-5½ 6.503 21.341 36'-0 283'-6107 116 4 (See Notes) 4.2600 107.628250.00 0.054516 Flow (q) from Route 2 500.00 2T(26'-4), 3E(13'-2), BV(15'-9 ½) 120 21'-0 0'-0 0.000 21'-0 0'-0116 114 4 4.2600 135.472250.00 0.115423 Flow (q) from Route 3 750.00 120 254'-0 -5'-0 336'-8 11.272 5.532 21'-0 82'-8½114 25 6 (See Notes) 6.3570 135.472 0.016432750.00 8E(17'-7), 2f(-0.000), BV(12'-7) , T(37'-8½), CV(40'-3), 2LtE(11' -4) 120 14'-2 -0'-0 54'-2 -2.168 0.710 -5'-0 40'-025 2 6 (See Notes) 6.2800 152.276 0.013110750.00 LtE(14'-2), FDC 140 -0'-0 0'-0 -0.000 0.000 -0'-0 0'-02 1 2½(See Notes) 2.4690 150.818 1.644140750.00 Water Supply 120 1 0.00 Hose Allowance At Source 750.00 Route 1Total(Pt) 150.818 12'-0 36'-0 12'-6 2.693 36'-0 0'-6111 107 2½• • • • • Route 2 • • • • •(See Notes) 2.4690 104.935250.00 0.215409 Hose(-100.000) 250.00 PO(12'-0) 120 107.628 Total(Pt)Route 2 12'-0 55'-0 12'-6 2.693 55'-0 0'-696 94 2½• • • • • Route 3 • • • • •(See Notes) 2.4690 115.394250.00 0.215409 Hose(-100.000) 250.00 PO(12'-0) 120 © M.E.P.CAD, Inc.5/12/2020 Page 5AutoSPRINK 2019 v15.1.19.0 2:27:50PM1 - Standpipe Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 1 - Standpipe 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-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 121'-1½ 21'-0 174'-5 14.748 2.637 55'-0 53'-394 116 4 (See Notes) 4.2600 118.087 0.015122250.00 4E(13'-2), 2T(26'-4), BV(15'-9 ½) 120 135.472 Total(Pt)Route 3 © M.E.P.CAD, Inc.5/12/2020 Page 6AutoSPRINK 2019 v15.1.19.0 2:27:50PM1 - Standpipe Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 1 - Standpipe 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.5/12/2020 Page 7AutoSPRINK 2019 v15.1.19.0 2:27:50PM1 - Standpipe