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050520-CFP911-Halstead1-Calc-Residential - stamped
Hydraulic Calculations Location: Building #1, 72 Flint St, Salem, MA 01970 Project Name: Halstead Salem Station Drawing Name: 050520-CFP911-Halstead1-FP-2-6 Calculation Date: 5/12/2020 for Design Remote Area Location: Residential Area of Application: 551ft² (Actual 551ft²) Coverage per Sprinkler: 224ft² Type of sprinklers calculated: 4 4th Floor 1 - ResidentialRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/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 71.107@192.20From Water Supply at Node 1:(Safety Margin = 10.146 psi) Type of System: Wet Volume of Dry or PreAction System:0.87gal 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 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 1:49:22PM1 - Residential Hydraulic Graph Water Supply Node: 1 Job Name: Halstead Salem Station Remote Area Number: 1 - Residential Date: 5/12/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/12/2020 Page 2AutoSPRINK 2019 v15.1.19.0 1:49:23PM Hydraulic Graph BOR Job Name: Halstead Salem Station Remote Area Number: 1 - Residential Date: 5/12/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/12/2020 Page 3AutoSPRINK 2019 v15.1.19.0 1:49:23PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1 - Residential) Job Number: 911 - Area 1 - Residential Sprinkler 101 22.94 22.40 4.9 21.923 Sprinkler 102 22.68 22.40 4.9 21.427 Sprinkler 103 22.40 22.40 4.9 20.898 Sprinkler 104 24.17 22.40 4.9 24.338 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/12/2020 Page 4AutoSPRINK 2019 v15.1.19.0 1:49:25PM Job Name: Halstead Salem Station Remote Area Number: 1 - Residential Date: 5/12/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 66.0001 71.107192.201007.00 81.25382.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-0 92.2071.107Supply1 52'-5 22.9421.923Sprinkler101 52'-5 22.6821.427Sprinkler102 52'-5 22.4020.898Sprinkler103 52'-5 24.1724.338Sprinkler104 -5'-0 71.1042 -5'-0 71.0633 2'-6 67.7664 2'-6 62.265Gauge6 20'-0 54.59233 20'-0 54.59235 52'-11 22.18942 52'-11 22.61643 52'-11 21.68345 52'-11 21.31147 52'-11 24.65248 52'-11 25.04749 52'-11 39.02354 52'-11 31.18755 © M.E.P.CAD, Inc.5/12/2020 Page 5AutoSPRINK 2019 v15.1.19.0 1:49:26PM Job Name: Halstead Salem Station Remote Area Number: 1 - Residential Date: 5/12/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 51'-8 40.21256 51'-8 40.65957 51'-8 40.06258 52'-0 40.57259 52'-0 39.72960 52'-0 39.65961 52'-11 38.53062 © M.E.P.CAD, Inc.5/12/2020 Page 6AutoSPRINK 2019 v15.1.19.0 1:49:26PM Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 1 - Residential 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 7'-0 52'-11 7'-6 -0.217 0.629 52'-5 0'-6103 47 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 20.89822.40 0.083912 Sprinkler, 22.40 4.9 E(7'-0) 150 2'-0 52'-11 14'-0 0.372 52'-11 12'-047 45 1¼(See Notes) 1.3940 21.311 0.02659322.40 2Tr(1'-0) 150 7'-0 52'-11 9'-7½0.933 52'-11 2'-7½45 43 1¼(See Notes) 1.3940 21.68322.68 0.096987 Flow (q) from Route 2 45.08 Tr(1'-0), T(6'-0) 150 2'-0 52'-11 11'-8½2.430 52'-11 9'-8½43 49 1¼(See Notes) 1.3940 22.61622.94 0.207608 Flow (q) from Route 3 68.02 2Tr(1'-0) 150 6'-0 52'-11 32'-9½6.140 52'-11 26'-9½49 55 1½(See Notes) 1.5980 25.04724.17 0.187364 Flow (q) from Route 4 92.20 6Tr(1'-0) 150 22'-0 52'-11 106'-0½7.343 52'-11 84'-0½55 62 1½(See Notes) 1.5980 31.187 0.069239 Tr(1'-0) 53.83 13Tr(1'-0), T(8'-0) 150 21'-0 52'-0 31'-9½ 0.397 0.732 52'-11 10'-9½62 61 2 (See Notes) 2.0030 38.530 0.02304553.83 2T(10'-0), cplg(1'-0) 150 0'-10 52'-0 1'-11 0.069 52'-0 1'-161 60 2 (See Notes) 1.9850 39.659 0.03638853.83 2f(-0.000), cplg(0'-10) 120 33'-2½ 52'-0 34'-8½0.843 52'-0 1'-660 59 2 (See Notes) 2.1570 39.729 0.02427753.83 CV(13'-6½), BV(7'-4½), PO(12' -3½) 120 121'-1½ 20'-0 166'-10 13.873 0.147 52'-0 45'-8½59 33 4 (See Notes) 4.2600 40.572 0.00088353.83 4E(13'-2), 2T(26'-4), BV(15'-9 ½) 120 20'-0 0'-0 0.000 20'-0 0'-033 35 4 4.2600 54.59238.37 0.002389 Flow (q) from Route 5 92.20 120 © M.E.P.CAD, Inc.5/12/2020 Page 7AutoSPRINK 2019 v15.1.19.0 1:49:28PM1 - Residential Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 1 - Residential 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 191'-1½ 2'-6 253'-2 7.587 0.086 20'-0 62'-0½35 6 6 (See Notes) 6.3570 54.592 0.00034092.20 8E(17'-7), 2f(-0.000), BV(12'-7) , T(37'-8½), BOR 120 2'-6 3'-2 5.501 2'-6 3'-26 4 6 (See Notes) 6.3570 62.265 0.00034092.20 BFP(-5.500) 120 140'-3 -5'-0 167'-3 3.251 0.045 2'-6 27'-04 3 6 (See Notes) 6.2800 67.766 0.00027192.20 4E(22'-1), GV(4'-8½), T(47'-3½ ) 140 246'-0 -5'-0 628'-0 0.042 -5'-0 382'-03 2 8 (See Notes) 8.3900 71.063 0.00006692.20 3T(59'-4½), 4EE(15'-3), GV(6'- 9½) 140 9'-10 -5'-0 311'-7 0.003 -5'-0 301'-92 1 12 (See Notes) 12.4600 71.104 0.00001092.20 GV(9'-10), S 140 1 100.00 Hose Allowance At Source 192.20 Route 1Total(Pt) 71.107 5'-0 52'-11 5'-6 -0.217 0.472 52'-5 0'-6102 45 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 21.42722.68 0.085876 Sprinkler, 22.68 4.9 T(5'-0) 150 21.683 Total(Pt)Route 2 5'-0 52'-11 5'-6 -0.217 0.482 52'-5 0'-6101 42 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 21.92322.94 0.087713 Sprinkler, 22.94 4.9 T(5'-0) 150 6'-0 52'-11 15'-4½0.427 52'-11 9'-4½42 43 1¼(See Notes) 1.3940 22.189 0.02779822.94 T(6'-0) 150 22.616 Total(Pt)Route 3 5'-0 52'-11 5'-6 -0.217 0.531 52'-5 0'-6104 48 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 24.33824.17 0.096613 Sprinkler, 24.17 4.9 T(5'-0) 150 © M.E.P.CAD, Inc.5/12/2020 Page 8AutoSPRINK 2019 v15.1.19.0 1:49:28PM1 - Residential Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 1 - Residential 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 6'-0 52'-11 12'-10½0.394 52'-11 6'-10½48 49 1¼(See Notes) 1.3940 24.652 0.03061824.17 T(6'-0) 150 25.047 Total(Pt)Route 4 33'-2½ 51'-8 34'-5 0.446 51'-8 1'-256 57 2 • • • • • Route 5 • • • • •(See Notes) 2.1570 40.21238.37 0.012976 Flow (q) from Route 6 38.37 CV(13'-6½), BV(7'-4½), PO(12' -3½) 120 134'-3½ 20'-0 434'-5½ 13.728 0.205 51'-8 300'-257 33 4 (See Notes) 4.2600 40.659 0.00047238.37 5E(13'-2), 2T(26'-4), BV(15'-9 ½) 120 54.592 Total(Pt)Route 5 7'-0 51'-8 8'-1 0.150 51'-8 1'-158 56 2 • • • • • Route 6 • • • • •(See Notes) 2.0030 40.062 0.01861338.37 2f(-0.000), 3Tr(2'-0), cplg(1'-0) 120 40.212 Total(Pt)Route 6 26'-0 51'-8 40'-4½ 0.542 0.497 52'-11 14'-4½54 58 2 • • • • • Route 7 • • • • •(See Notes) 2.0030 39.02338.37 0.012318 Flow (q) from Route 8 38.37 2Tr(2'-0), T(10'-0), E(11'-0), cplg(1'-0) 150 40.062 Total(Pt)Route 7 40'-0 52'-11 211'-9 7.836 52'-11 171'-955 54 1½• • • • • Route 8 • • • • •(See Notes) 1.5980 31.187 0.037008 T(8'-0) 38.37 24Tr(1'-0), T(8'-0) 150 39.023 Total(Pt)Route 8 © M.E.P.CAD, Inc.5/12/2020 Page 9AutoSPRINK 2019 v15.1.19.0 1:49:28PM1 - Residential Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 1 - Residential 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 10AutoSPRINK 2019 v15.1.19.0 1:49:28PM1 - Residential