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050520-CFP911-Halstead1-Calc-Garage - stampedHydraulic 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: Ordinary Group I Commodity Classification: Area of Application: 1950ft² (Actual 1969ft²) Coverage per Sprinkler: 120ft² Type of sprinklers calculated: 20 Ground Floor N/A 3 - GarageRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.15gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 1250.00 (including Hose Streams where applicable):Total Water Required 63.403@687.24From Water Supply at Node 1:(Safety Margin = 10.705 psi) Type of System: Dry Volume of Dry or PreAction System:519.32gal 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 1:42:22PM3 - Garage Hydraulic Graph Water Supply Node: 1 Job Name: Halstead Salem Station Remote Area Number: 3 - Garage Date: 5/12/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/12/2020 Page 2AutoSPRINK 2019 v15.1.19.0 1:42:24PM Hydraulic Graph BOR Job Name: Halstead Salem Station Remote Area Number: 3 - Garage Date: 5/12/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/12/2020 Page 3AutoSPRINK 2019 v15.1.19.0 1:42:24PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group I (3 - Garage) Job Number: 911 - Area 3 - Garage Sprinkler 301 20.83 18.00 5.6 13.842 Sprinkler 302 21.00 18.00 5.6 14.056 Sprinkler 303 20.70 18.00 5.6 13.669 Sprinkler 304 21.45 18.00 5.6 14.677 Sprinkler 305 20.86 18.00 5.6 13.880 Sprinkler 306 18.00 18.00 5.6 10.332 Sprinkler 307 22.41 18.00 5.6 16.014 Sprinkler 308 21.32 18.00 5.6 14.494 Sprinkler 310 21.07 18.00 5.6 14.155 Sprinkler 311 18.14 18.00 5.6 10.495 Sprinkler 312 22.27 18.00 5.6 15.815 Sprinkler 313 23.65 18.00 5.6 17.832 Sprinkler 314 26.60 18.00 5.6 22.559 Sprinkler 315 18.65 18.00 5.6 11.090 Sprinkler 316 21.35 18.00 5.6 14.541 Sprinkler 317 23.50 18.00 5.6 17.612 Sprinkler 318 24.37 18.00 5.6 18.940 Sprinkler 319 22.98 18.00 5.6 16.835 Sprinkler 320 24.22 18.00 5.6 18.707 Sprinkler 321 23.86 18.00 5.6 18.154 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/12/2020 Page 4AutoSPRINK 2019 v15.1.19.0 1:42:25PM Job Name: Halstead Salem Station Remote Area Number: 3 - Garage Date: 5/12/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 66.0001 63.403687.241007.00 74.10882.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 8'-6 25.86634 8'-6 21.29836 8'-6 25.22937 8'-6 20.66938 8'-6 24.92239 8'-6 24.87640 -5'-0 437.2463.403Supply1 8'-0 20.8313.842Sprinkler301 8'-0 21.0014.056Sprinkler302 8'-0 20.7013.669Sprinkler303 8'-0 21.4514.677Sprinkler304 8'-0 20.8613.880Sprinkler305 9'-0 18.0010.332Sprinkler306 8'-0 22.4116.014Sprinkler307 8'-0 21.3214.494Sprinkler308 8'-0 21.0714.155Sprinkler310 9'-0 18.1410.495Sprinkler311 8'-0 22.2715.815Sprinkler312 8'-0 23.6517.832Sprinkler313 © M.E.P.CAD, Inc.5/12/2020 Page 5AutoSPRINK 2019 v15.1.19.0 1:42:27PM Job Name: Halstead Salem Station Remote Area Number: 3 - Garage Date: 5/12/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 8'-0 26.6022.559Sprinkler314 9'-0 18.6511.090Sprinkler315 8'-0 21.3514.541Sprinkler316 8'-0 23.5017.612Sprinkler317 8'-0 24.3718.940Sprinkler318 8'-0 22.9816.835Sprinkler319 8'-0 24.2218.707Sprinkler320 8'-0 23.8618.154Sprinkler321 -5'-0 63.3502 -5'-0 62.6093 2'-6 58.5504 3'-2½55.8355 2'-6 56.371Gauge6 8'-6 15.7507 8'-6 15.9958 8'-6 15.5529 8'-6 16.70410 8'-6 15.79411 9'-6 11.66212 10'-0 10.83513 8'-6 18.22914 8'-6 16.49515 9'-6 11.84817 © M.E.P.CAD, Inc.5/12/2020 Page 6AutoSPRINK 2019 v15.1.19.0 1:42:27PM Job Name: Halstead Salem Station Remote Area Number: 3 - Garage Date: 5/12/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 8'-6 19.89918 8'-6 16.10719 10'-0 11.01220 8'-6 18.00221 8'-6 20.30122 8'-6 16.28223 8'-6 25.68124 9'-6 12.52425 8'-6 19.65426 8'-6 16.54827 10'-0 11.65728 8'-6 18.65829 8'-6 20.05130 8'-6 21.56331 8'-6 19.16532 © M.E.P.CAD, Inc.5/12/2020 Page 7AutoSPRINK 2019 v15.1.19.0 1:42:27PM Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 3 - Garage 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 10'-0 8'-9 -0.434 0.937 9'-0 1'-9306 13 1 • • • • • Route 1 • • • • •(See Notes) 1.0490 10.33218.00 0.107085 Sprinkler, 18.00 5.6 T(5'-0), E(2'-0) 120 3'-7 9'-6 4'-1 0.217 0.610 10'-0 0'-613 12 1 (See Notes) 1.0490 10.835 0.15004318.00 PO(3'-7) 100 9'-6 10'-0 0.186 9'-6 10'-012 17 1½ 1.6100 11.662 0.01862718.00 100 9'-6 10'-0 0.676 9'-6 10'-017 25 1½ 1.6100 11.84818.14 0.067642 Flow (q) from Route 2 36.14 100 11'-5 8'-6 22'-9 0.434 3.324 9'-6 11'-425 23 1½(See Notes) 1.6100 12.52418.65 0.146050 Flow (q) from Route 3 54.79 2E(2'-10), T(5'-8½) 100 8'-6 1'-0 0.267 8'-6 1'-023 27 1½ 1.6100 16.28221.07 0.266632 Flow (q) from Route 8 75.86 100 8'-6 5'-0 2.109 8'-6 5'-027 29 1½ 1.6100 16.54821.35 0.421882 Flow (q) from Route 10 97.21 100 8'-6 5'-0 0.508 8'-6 5'-029 32 2 2.1570 18.658 0.10152797.21 100 8'-6 10'-0 1.503 8'-6 10'-032 38 2 2.1570 19.16522.98 0.150331 Flow (q) from Route 14 120.19 100 8'-9½ 8'-6 20'-0 4.207 8'-6 11'-338 40 2 (See Notes) 2.1570 20.66923.86 0.210157 Flow (q) from Route 17 144.05 PO(8'-9½) 100 8'-6 6'-0 0.046 8'-6 6'-040 39 4 4.2600 24.876 0.007641144.05 100 © M.E.P.CAD, Inc.5/12/2020 Page 8AutoSPRINK 2019 v15.1.19.0 1:42:28PM3 - Garage Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 3 - Garage 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 8'-6 12'-0 0.307 8'-6 12'-039 37 4 4.2600 24.922132.88 0.025604 Flow (q) from Route 4 276.93 100 8'-6 12'-0 0.637 8'-6 12'-037 34 4 4.2600 25.229133.71 0.053067 Flow (q) from Route 5 410.64 100 118'-3½ 3'-2½464'-4 2.294 27.675 8'-6 346'-0½34 5 4 (See Notes) 4.2600 25.86626.60 0.059600 Flow (q) from Route 20 437.24 2T(18'-9½), 4E(9'-4½), LtE(5'- 7½), DPV(26'-3½), BV(11'-3) 100 37'-8½ 2'-6 37'-8½ 0.307 0.228 3'-2½0'-05 6 6 (See Notes) 6.3570 55.835 0.006055437.24 T(37'-8½), BOR 120 2'-6 3'-2 2.179 2'-6 3'-26 4 6 (See Notes) 6.3570 56.371 0.006055437.24 BFP(-2.160) 120 140'-3 -5'-0 167'-3 3.251 0.808 2'-6 27'-04 3 6 (See Notes) 6.2800 58.550 0.004831437.24 4E(22'-1), GV(4'-8½), T(47'-3½ ) 140 246'-0 -5'-0 628'-0 0.740 -5'-0 382'-03 2 8 (See Notes) 8.3900 62.609 0.001179437.24 3T(59'-4½), 4EE(15'-3), GV(6'- 9½) 140 9'-10 -5'-0 311'-7 0.054 -5'-0 301'-92 1 12 (See Notes) 12.4600 63.350 0.000172437.24 GV(9'-10), S 140 1 250.00 Hose Allowance At Source 687.24 Route 1Total(Pt) 63.403 7'-0 10'-0 8'-9 -0.434 0.951 9'-0 1'-9311 20 1 • • • • • Route 2 • • • • •(See Notes) 1.0490 10.49518.14 0.108653 Sprinkler, 18.14 5.6 T(5'-0), E(2'-0) 120 3'-7 9'-6 4'-1 0.217 0.619 10'-0 0'-620 17 1 (See Notes) 1.0490 11.012 0.15224018.14 PO(3'-7) 100 © M.E.P.CAD, Inc.5/12/2020 Page 9AutoSPRINK 2019 v15.1.19.0 1:42:28PM3 - Garage Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 3 - Garage 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 11.848 Total(Pt)Route 2 7'-0 10'-0 8'-9 -0.434 1.000 9'-0 1'-9315 28 1 • • • • • Route 3 • • • • •(See Notes) 1.0490 11.09018.65 0.114333 Sprinkler, 18.65 5.6 T(5'-0), E(2'-0) 120 3'-7 9'-6 4'-1 0.217 0.651 10'-0 0'-628 25 1 (See Notes) 1.0490 11.657 0.16019818.65 PO(3'-7) 100 12.524 Total(Pt)Route 3 8'-6½ 8'-6 10'-9½ -0.217 2.100 8'-0 2'-3303 9 1 • • • • • Route 4 • • • • •(See Notes) 1.0490 13.66920.70 0.194383 Sprinkler, 20.70 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 8'-6 10'-0 0.241 8'-6 10'-09 11 1½ 1.6100 15.552 0.02413220.70 100 8'-6 8'-0 0.701 8'-6 8'-011 15 1½ 1.6100 15.79420.86 0.087616 Flow (q) from Route 6 41.57 100 8'-6 8'-0 1.508 8'-6 8'-015 21 1½ 1.6100 16.49521.32 0.188466 Flow (q) from Route 9 62.89 100 8'-6 5'-0 1.651 8'-6 5'-021 26 1½ 1.6100 18.00222.27 0.330222 Flow (q) from Route 12 85.16 100 8'-6 5'-0 0.397 8'-6 5'-026 30 2 2.1570 19.654 0.07946985.16 100 8'-6 10'-0 1.247 8'-6 10'-030 36 2 2.1570 20.05123.50 0.124740 Flow (q) from Route 15 108.66 100 8'-9½ 8'-6 20'-0 3.623 8'-6 11'-336 39 2 (See Notes) 2.1570 21.29824.22 0.181003 Flow (q) from Route 18 132.88 PO(8'-9½) 100 24.922 Total(Pt)Route 4 © M.E.P.CAD, Inc.5/12/2020 Page 10AutoSPRINK 2019 v15.1.19.0 1:42:28PM3 - Garage Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 3 - Garage 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 8'-6½ 8'-6 10'-9½ -0.217 2.125 8'-0 2'-3301 7 1 • • • • • Route 5 • • • • •(See Notes) 1.0490 13.84220.83 0.196662 Sprinkler, 20.83 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 8'-6 10'-0 0.244 8'-6 10'-07 8 1½ 1.6100 15.750 0.02441520.83 100 8'-6 8'-0 0.709 8'-6 8'-08 10 1½ 1.6100 15.99521.00 0.088643 Flow (q) from Route 7 41.83 100 8'-6 8'-0 1.525 8'-6 8'-010 14 1½ 1.6100 16.70421.45 0.190672 Flow (q) from Route 11 63.28 100 8'-6 5'-0 1.670 8'-6 5'-014 18 1½ 1.6100 18.22922.41 0.334079 Flow (q) from Route 13 85.69 100 8'-6 5'-0 0.402 8'-6 5'-018 22 2 2.1570 19.899 0.08039785.69 100 8'-6 10'-0 1.262 8'-6 10'-022 31 2 2.1570 20.30123.65 0.126194 Flow (q) from Route 16 109.34 100 8'-9½ 8'-6 20'-0 3.666 8'-6 11'-331 37 2 (See Notes) 2.1570 21.56324.37 0.183107 Flow (q) from Route 19 133.71 PO(8'-9½) 100 25.229 Total(Pt)Route 5 8'-6½ 8'-6 10'-9½ -0.217 2.131 8'-0 2'-3305 11 1 • • • • • Route 6 • • • • •(See Notes) 1.0490 13.88020.86 0.197160 Sprinkler, 20.86 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 15.794 Total(Pt)Route 6 8'-6½ 8'-6 10'-9½ -0.217 2.155 8'-0 2'-3302 8 1 • • • • • Route 7 • • • • •(See Notes) 1.0490 14.05621.00 0.199470 Sprinkler, 21.00 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 15.995 Total(Pt)Route 7 © M.E.P.CAD, Inc.5/12/2020 Page 11AutoSPRINK 2019 v15.1.19.0 1:42:28PM3 - Garage Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 3 - Garage 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 8'-6½ 8'-6 10'-9½ -0.217 2.169 8'-0 2'-3310 19 1 • • • • • Route 8 • • • • •(See Notes) 1.0490 14.15521.07 0.200766 Sprinkler, 21.07 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 8'-6 7'-0 0.174 8'-6 7'-019 23 1½ 1.6100 16.107 0.02492421.07 100 16.282 Total(Pt)Route 8 8'-6½ 8'-6 10'-9½ -0.217 2.218 8'-0 2'-3308 15 1 • • • • • Route 9 • • • • •(See Notes) 1.0490 14.49421.32 0.205214 Sprinkler, 21.32 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 16.495 Total(Pt)Route 9 8'-6½ 8'-6 10'-9½ -0.217 2.224 8'-0 2'-3316 27 1 • • • • • Route 10 • • • • •(See Notes) 1.0490 14.54121.35 0.205830 Sprinkler, 21.35 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 16.548 Total(Pt)Route 10 8'-6½ 8'-6 10'-9½ -0.217 2.243 8'-0 2'-3304 10 1 • • • • • Route 11 • • • • •(See Notes) 1.0490 14.67721.45 0.207611 Sprinkler, 21.45 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 16.704 Total(Pt)Route 11 8'-6½ 8'-6 10'-9½ -0.217 2.404 8'-0 2'-3312 21 1 • • • • • Route 12 • • • • •(See Notes) 1.0490 15.81522.27 0.222462 Sprinkler, 22.27 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 18.002 Total(Pt)Route 12 8'-6½ 8'-6 10'-9½ -0.217 2.432 8'-0 2'-3307 14 1 • • • • • Route 13 • • • • •(See Notes) 1.0490 16.01422.41 0.225046 Sprinkler, 22.41 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 18.229 Total(Pt)Route 13 8'-6½ 8'-6 10'-9½ -0.217 2.547 8'-0 2'-3319 32 1 • • • • • Route 14 • • • • •(See Notes) 1.0490 16.83522.98 0.235701 Sprinkler, 22.98 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 19.165 Total(Pt)Route 14 © M.E.P.CAD, Inc.5/12/2020 Page 12AutoSPRINK 2019 v15.1.19.0 1:42:28PM3 - Garage Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 3 - Garage 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 8'-6½ 8'-6 10'-9½ -0.217 2.656 8'-0 2'-3317 30 1 • • • • • Route 15 • • • • •(See Notes) 1.0490 17.61223.50 0.245745 Sprinkler, 23.50 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 20.051 Total(Pt)Route 15 8'-6½ 8'-6 10'-9½ -0.217 2.686 8'-0 2'-3313 22 1 • • • • • Route 16 • • • • •(See Notes) 1.0490 17.83223.65 0.248582 Sprinkler, 23.65 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 20.301 Total(Pt)Route 16 8'-6½ 8'-6 10'-9½ -0.217 2.731 8'-0 2'-3321 38 1 • • • • • Route 17 • • • • •(See Notes) 1.0490 18.15423.86 0.252737 Sprinkler, 23.86 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 20.669 Total(Pt)Route 17 8'-6½ 8'-6 10'-9½ -0.217 2.808 8'-0 2'-3320 36 1 • • • • • Route 18 • • • • •(See Notes) 1.0490 18.70724.22 0.259846 Sprinkler, 24.22 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 21.298 Total(Pt)Route 18 8'-6½ 8'-6 10'-9½ -0.217 2.840 8'-0 2'-3318 31 1 • • • • • Route 19 • • • • •(See Notes) 1.0490 18.94024.37 0.262836 Sprinkler, 24.37 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 21.563 Total(Pt)Route 19 8'-6½ 8'-6 10'-9½ -0.217 3.339 8'-0 2'-3314 24 1 • • • • • Route 20 • • • • •(See Notes) 1.0490 22.55926.60 0.308979 Sprinkler, 26.60 5.6 T(3'-7), E(1'-5), PO(3'-7) 100 8'-9½ 8'-6 20'-0 0.185 8'-6 11'-324 34 2 (See Notes) 2.1570 25.681 0.00923126.60 PO(8'-9½) 100 25.866 Total(Pt)Route 20 © M.E.P.CAD, Inc.5/12/2020 Page 13AutoSPRINK 2019 v15.1.19.0 1:42:28PM3 - Garage Date: 5/12/2020 Job Name: Halstead Salem Station Remote Area Number: 3 - Garage 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 14AutoSPRINK 2019 v15.1.19.0 1:42:28PM3 - Garage