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071420-CFP913-Halstead-3-Calc.pdf - stampedHydraulic Calculations Location: Bld #3, 72 Flint St, Salem, MA Project Name: Halstead Salem Station Drawing Name: 071420-CFP913-Halstead-3-FP Calculation Date: 7/14/2020 for Design Remote Area Location: NFPA 13D Commodity Classification: Area of Application: 400.00ft² (Actual 227.52ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 2nd Floor N/A 1 - BedroomRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.050gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 1100.00 (including Hose Streams where applicable):Total Water Required 60.566@134.44From Water Supply at Node 1:(Safety Margin = 21.048 psi) Type of System: Wet Volume of Dry or PreAction System:N/A Water Supply Information: Source:Williams & Sparages Location:72 Flint St 2/8/2019Date:for Node:1 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 Notes: 7/14/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.20.0 3:48:50PM1 - Bedroom Hydraulic Graph Water Supply Node: 1 Job Name: Halstead Salem Station Remote Area Number: 1 - Bedroom Date: 7/14/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/14/2020 Page 2AutoSPRINK 2019 v15.1.20.0 3:48:52PM Hydraulic Graph BOR Job Name: Halstead Salem Station Remote Area Number: 1 - Bedroom Date: 7/14/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/14/2020 Page 3AutoSPRINK 2019 v15.1.20.0 3:48:52PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: NFPA 13D (1 - Bedroom) Job Number: 913 - Area 1 - Bedroom Sprinkler 101 17.00 17.00 4.9 12.037 Sprinkler 102 17.44 17.00 4.9 12.667 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/14/2020 Page 4AutoSPRINK 2019 v15.1.20.0 3:48:53PM Job Name: Halstead Salem Station Remote Area Number: 1 - Bedroom Date: 7/14/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 66.0001 60.566134.441007.00 81.61482.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-0 34.4460.566Supply1 29'-6 17.0012.037Sprinkler101 29'-6 17.4412.667Sprinkler102 -5'-0 60.5662 -5'-0 60.5623 1'-5 57.7244 7'-5 49.5545 3'-2¼51.4036 2'-1¼51.9277 1'-5 52.250Gauge8 8'-10 40.8119 8'-0 42.63610 8'-0 41.79811 8'-0 43.13712 30'-0 14.11313 © M.E.P.CAD, Inc.7/14/2020 Page 5AutoSPRINK 2019 v15.1.20.0 3:48:55PM Date: 7/14/2020 Job Name: Halstead Salem Station Remote Area Number: 1 - Bedroom 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 16'-0 30'-0 45'-6¼ -0.217 2.293 29'-6 29'-6¼101 13 1 • • • • • Route 1 • • • • •(See Notes) 1.10 12.03717.00 0.050373 Sprinkler, 17.00 4.9 E(7'-0), 4Tr(1'-0), T(5'-0) 150 62'-0 8'-10 94'-2¾ 9.176 17.522 30'-0 32'-2¾13 9 1 (See Notes) 1.10 14.11317.44 0.185957 Flow (q) from Route 2 34.44 8E(7'-0), Tr(1'-0), T(5'-0) 150 9'-0 8'-0 10'-7½ 0.361 0.626 8'-10 1'-7½9 11 1¼(See Notes) 1.39 40.811 0.05893334.44 E(8'-0), cplg(1'-0) 150 7'-0 8'-0 8'-11½ -0.000 0.838 8'-0 1'-11½11 10 1¼(See Notes) 1.38 41.798 0.09353834.44 f(-0.000), CV(7'-0), GV 120 8'-0 8'-0 8'-6 0.501 8'-0 0'-610 12 1¼(See Notes) 1.39 42.636 0.05893334.44 E(8'-0) 150 44'-0 7'-5 203'-5 0.253 6.164 8'-0 159'-512 5 1½(See Notes) 1.60 43.137 0.03030434.44 8Tr(1'-0), 4E(9'-0) 150 3'-2¼3'-9¾ 1.833 0.015 7'-5 3'-9¾5 6 2½ 2.63 49.554 0.00400934.44 120 8'-0 2'-1¼9'-1 0.470 0.055 3'-2¼1'-16 7 2½(See Notes) 2.42 51.403 0.00603134.44 2f(-0.000), 3Tr(2'-0), cplg(2'-0) 120 5'-6 1'-5 6'-2¼ 0.298 0.025 2'-1¼0'-8¼7 8 2½(See Notes) 2.63 51.927 0.00400934.44 LtE(5'-6), BOR 120 1'-5 0'-0 5.473 1'-5 0'-08 4 2½(See Notes) 2.63 52.250 0.00400934.44 BFP(-5.473) 120 120'-5 -5'-0 186'-5 2.782 0.057 1'-5 66'-04 3 4 (See Notes) 4.22 57.724 0.00030434.44 5E(16'-8¾), GV(3'-4¼), T(33'-5 ½) 140 © M.E.P.CAD, Inc.7/14/2020 Page 6AutoSPRINK 2019 v15.1.20.0 3:48:56PM1 - Bedroom Date: 7/14/2020 Job Name: Halstead Salem Station Remote Area Number: 1 - Bedroom 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 156'-1 -5'-0 335'-1 0.004 -5'-0 179'-03 2 8 (See Notes) 8.39 60.562 0.00001134.44 2T(59'-4½), 2EE(15'-3¼), GV( 6'-9½) 140 9'-10 -5'-0 312'-2 0.000 -5'-0 302'-42 1 12 (See Notes) 12.46 60.566 0.00000234.44 GV(9'-10), S 140 1 100.00 Hose Allowance At Source 134.44 Route 1Total(Pt) 60.566 18'-0 30'-0 31'-5¾ -0.217 1.663 29'-6 13'-5¾102 13 1 • • • • • Route 2 • • • • •(See Notes) 1.10 12.66717.44 0.052807 Sprinkler, 17.44 4.9 E(7'-0), 2T(5'-0), Tr(1'-0) 150 14.113 Total(Pt)Route 2 © M.E.P.CAD, Inc.7/14/2020 Page 7AutoSPRINK 2019 v15.1.20.0 3:48:56PM1 - Bedroom Date: 7/14/2020 Job Name: Halstead Salem Station Remote Area Number: 1 - Bedroom 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.7/14/2020 Page 8AutoSPRINK 2019 v15.1.20.0 3:48:56PM1 - Bedroom