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050520-CFP911-Halstead1-Calc-Interstitial - 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: Interstitial Area of Application: 1000ft² (Actual 1025ft²) Coverage per Sprinkler: 196ft² Type of sprinklers calculated: 6 4th Floor 2 - InterstitialRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Upright 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 71.395@223.43From Water Supply at Node 1:(Safety Margin = 9.617 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 1:48:43PM2 - Interstitial Hydraulic Graph Water Supply Node: 1 Job Name: Halstead Salem Station Remote Area Number: 2 - Interstitial Date: 5/12/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/12/2020 Page 2AutoSPRINK 2019 v15.1.19.0 1:48:44PM Hydraulic Graph BOR Job Name: Halstead Salem Station Remote Area Number: 2 - Interstitial Date: 5/12/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/12/2020 Page 3AutoSPRINK 2019 v15.1.19.0 1:48:44PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Interstitial (2 - Interstitial) Job Number: 911 - Area 2 - Interstitia Sprinkler 201 19.84 19.60 5.6 12.558 Sprinkler 202 19.83 19.60 5.6 12.533 Sprinkler 203 19.60 19.60 5.6 12.250 Sprinkler 204 21.48 19.60 5.6 14.711 Sprinkler 205 21.48 19.60 5.6 14.715 Sprinkler 206 21.20 19.60 5.6 14.336 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/12/2020 Page 4AutoSPRINK 2019 v15.1.19.0 1:48:46PM Job Name: Halstead Salem Station Remote Area Number: 2 - Interstitial Date: 5/12/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 66.0001 71.395223.431007.00 81.01382.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-0 123.4371.395Supply1 53'-5 19.8412.558Sprinkler201 53'-5 19.8312.533Sprinkler202 53'-5 19.6012.250Sprinkler203 53'-5 21.4814.711Sprinkler204 53'-5 21.4814.715Sprinkler205 53'-5 21.2014.336Sprinkler206 -5'-0 71.3902 -5'-0 71.3193 2'-6 67.9894 2'-6 62.488Gauge6 20'-0 54.75333 20'-0 54.75335 52'-11 13.27741 52'-11 13.65743 52'-11 13.11844 52'-11 12.82746 52'-11 15.54149 52'-11 15.97950 © M.E.P.CAD, Inc.5/12/2020 Page 5AutoSPRINK 2019 v15.1.19.0 1:48:48PM Job Name: Halstead Salem Station Remote Area Number: 2 - Interstitial Date: 5/12/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 52'-11 15.51451 52'-11 15.35452 52'-11 14.97053 52'-11 38.25454 52'-11 24.81255 51'-8 39.90756 51'-8 40.67357 51'-8 39.64958 52'-0 40.62859 52'-0 39.18160 52'-0 39.06261 52'-11 37.40962 © M.E.P.CAD, Inc.5/12/2020 Page 6AutoSPRINK 2019 v15.1.19.0 1:48:48PM Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 2 - Interstitial 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 5'-0 52'-11 5'-6 0.217 0.360 53'-5 0'-6203 46 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 12.25019.60 0.065545 Sprinkler, 19.60 5.6 T(5'-0) 150 2'-0 52'-11 14'-0 0.291 52'-11 12'-046 44 1¼(See Notes) 1.3940 12.827 0.02077219.60 2Tr(1'-0) 150 6'-0 52'-11 7'-1½0.539 52'-11 1'-1½44 43 1¼(See Notes) 1.3940 13.11819.83 0.075682 Flow (q) from Route 2 39.43 T(6'-0) 150 2'-0 52'-11 11'-8½1.884 52'-11 9'-8½43 49 1¼(See Notes) 1.3940 13.65719.84 0.160898 Flow (q) from Route 3 59.27 2Tr(1'-0) 150 1'-0 52'-11 5'-3½0.438 52'-11 4'-3½49 50 1½(See Notes) 1.5980 15.541 0.08273559.27 Tr(1'-0) 150 5'-0 52'-11 27'-6 8.833 52'-11 22'-650 55 1½(See Notes) 1.5980 15.97942.68 + 21.48 0.321440 Flow (q) from Route 4 and 6 123.43 5Tr(1'-0) 150 22'-0 52'-11 106'-0½12.597 52'-11 84'-0½55 62 1½(See Notes) 1.5980 24.812 0.118785 Tr(1'-0) 72.07 13Tr(1'-0), T(8'-0) 150 21'-0 52'-0 31'-9½ 0.397 1.256 52'-11 10'-9½62 61 2 (See Notes) 2.0030 37.409 0.03953672.07 2T(10'-0), cplg(1'-0) 150 0'-10 52'-0 1'-11 0.119 52'-0 1'-161 60 2 (See Notes) 1.9850 39.062 0.06242772.07 2f(-0.000), cplg(0'-10) 120 33'-2½ 52'-0 34'-8½1.446 52'-0 1'-660 59 2 (See Notes) 2.1570 39.181 0.04165072.07 CV(13'-6½), BV(7'-4½), PO(12' -3½) 120 121'-1½ 20'-0 166'-10 13.873 0.253 52'-0 45'-8½59 33 4 (See Notes) 4.2600 40.628 0.00151472.07 4E(13'-2), 2T(26'-4), BV(15'-9 ½) 120 © M.E.P.CAD, Inc.5/12/2020 Page 7AutoSPRINK 2019 v15.1.19.0 1:48:49PM2 - Interstitial Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 2 - Interstitial 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 20'-0 0'-0 0.000 20'-0 0'-033 35 4 4.2600 54.75351.37 0.004098 Flow (q) from Route 7 123.43 120 191'-1½ 2'-6 253'-2 7.587 0.148 20'-0 62'-0½35 6 6 (See Notes) 6.3570 54.753 0.000583123.43 8E(17'-7), 2f(-0.000), BV(12'-7) , T(37'-8½), BOR 120 2'-6 3'-2 5.502 2'-6 3'-26 4 6 (See Notes) 6.3570 62.488 0.000583123.43 BFP(-5.500) 120 140'-3 -5'-0 167'-3 3.251 0.078 2'-6 27'-04 3 6 (See Notes) 6.2800 67.989 0.000465123.43 4E(22'-1), GV(4'-8½), T(47'-3½ ) 140 246'-0 -5'-0 628'-0 0.071 -5'-0 382'-03 2 8 (See Notes) 8.3900 71.319 0.000114123.43 3T(59'-4½), 4EE(15'-3), GV(6'- 9½) 140 9'-10 -5'-0 311'-7 0.005 -5'-0 301'-92 1 12 (See Notes) 12.4600 71.390 0.000017123.43 GV(9'-10), S 140 1 100.00 Hose Allowance At Source 223.43 Route 1Total(Pt) 71.395 5'-0 52'-11 5'-6 0.217 0.368 53'-5 0'-6202 44 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 12.53319.83 0.066945 Sprinkler, 19.83 5.6 T(5'-0) 150 13.118 Total(Pt)Route 2 7'-0 52'-11 7'-6 0.217 0.503 53'-5 0'-6201 41 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 12.55819.84 0.067065 Sprinkler, 19.84 5.6 E(7'-0) 150 7'-0 52'-11 17'-10½0.380 52'-11 10'-10½41 43 1¼(See Notes) 1.3940 13.277 0.02125419.84 Tr(1'-0), T(6'-0) 150 13.657 Total(Pt)Route 3 © M.E.P.CAD, Inc.5/12/2020 Page 8AutoSPRINK 2019 v15.1.19.0 1:48:49PM2 - Interstitial Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 2 - Interstitial 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 5'-0 52'-11 5'-6 0.217 0.417 53'-5 0'-6206 53 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 14.33621.20 0.075808 Sprinkler, 21.20 5.6 T(5'-0) 150 4'-0 52'-11 16'-0 0.384 52'-11 12'-053 52 1¼(See Notes) 1.3940 14.970 0.02402521.20 4Tr(1'-0) 150 6'-0 52'-11 7'-1½0.624 52'-11 1'-1½52 50 1¼(See Notes) 1.3940 15.35421.48 0.087651 Flow (q) from Route 5 42.68 C(6'-0) 150 15.979 Total(Pt)Route 4 5'-0 52'-11 5'-6 0.217 0.427 53'-5 0'-6204 52 1 • • • • • Route 5 • • • • •(See Notes) 1.1010 14.71121.48 0.077637 Sprinkler, 21.48 5.6 T(5'-0) 150 15.354 Total(Pt)Route 5 7'-0 52'-11 7'-6 0.217 0.582 53'-5 0'-6205 51 1 • • • • • Route 6 • • • • •(See Notes) 1.1010 14.71521.48 0.077659 Sprinkler, 21.48 5.6 E(7'-0) 150 8'-0 52'-11 18'-10½0.465 52'-11 10'-10½51 50 1¼(See Notes) 1.3940 15.514 0.02461121.48 2Tr(1'-0), C(6'-0) 150 15.979 Total(Pt)Route 6 33'-2½ 51'-8 34'-5 0.766 51'-8 1'-256 57 2 • • • • • Route 7 • • • • •(See Notes) 2.1570 39.90751.37 0.022262 Flow (q) from Route 8 51.37 CV(13'-6½), BV(7'-4½), PO(12' -3½) 120 134'-3½ 20'-0 434'-5½ 13.728 0.352 51'-8 300'-257 33 4 (See Notes) 4.2600 40.673 0.00080951.37 5E(13'-2), 2T(26'-4), BV(15'-9 ½) 120 54.753 Total(Pt)Route 7 7'-0 51'-8 8'-1 0.258 51'-8 1'-158 56 2 • • • • • Route 8 • • • • •(See Notes) 2.0030 39.649 0.03193251.37 2f(-0.000), 3Tr(2'-0), cplg(1'-0) 120 39.907 Total(Pt)Route 8 © M.E.P.CAD, Inc.5/12/2020 Page 9AutoSPRINK 2019 v15.1.19.0 1:48:49PM2 - Interstitial Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 2 - Interstitial 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 26'-0 51'-8 40'-4½ 0.542 0.853 52'-11 14'-4½54 58 2 • • • • • Route 9 • • • • •(See Notes) 2.0030 38.25451.37 0.021132 Flow (q) from Route 10 51.37 2Tr(2'-0), T(10'-0), E(11'-0), cplg(1'-0) 150 39.649 Total(Pt)Route 9 40'-0 52'-11 211'-9 13.443 52'-11 171'-955 54 1½• • • • • Route 10 • • • • •(See Notes) 1.5980 24.812 0.063490 T(8'-0) 51.37 24Tr(1'-0), T(8'-0) 150 38.254 Total(Pt)Route 10 © M.E.P.CAD, Inc.5/12/2020 Page 10AutoSPRINK 2019 v15.1.19.0 1:48:49PM2 - Interstitial Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 2 - Interstitial 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 11AutoSPRINK 2019 v15.1.19.0 1:48:49PM2 - Interstitial