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022120-CFP954-Calculation-Essex St Salem
Hydraulic Calculations Location: Salem, MA, , Project Name: 217 - 221 Essex Street Drawing Name: 021420-CFP954-FP-Plan-Essex Street Calculation Date: 2/21/2020 for Design Remote Area Location: Ordinary Group II Area of Application: 1500ft² (Actual 971ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 11 Basement 1 - BasementRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.20gpm/ft² Upright 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 58.791@549.89From Water Supply at Node 1:(Safety Margin = 19.806 psi) Type of System: Wet Volume of Dry or PreAction System:N/A Source: Location:125 Washington Street April 2016Date:for Node:1 Name of Contractor:Ocean State Fire Protection Authority Having Jurisdiction: Address: Phone Number: Name of designer: 16 Kepler Street, Providence, RI 02908 CFP N/A N/A Right:Left:Automatic peaking results Notes: 2/21/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.19.0 11:01:52AM1 - Basement Hydraulic Graph Water Supply Node: 1 Job Name: 217 - 221 Essex Street Remote Area Number: 1 - Basement Date: 2/21/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.2/21/2020 Page 2AutoSPRINK 2019 v15.1.19.0 11:01:54AM Hydraulic Graph BOR Job Name: 217 - 221 Essex Street Remote Area Number: 1 - Basement Date: 2/21/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.2/21/2020 Page 3AutoSPRINK 2019 v15.1.19.0 11:01:54AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group II (1 - Basement) Job Number: 954 - Area 1 - Basement Sprinkler 101 26.70 26.00 5.6 22.733 Sprinkler 102 27.14 26.00 5.6 23.487 Sprinkler 103 28.96 26.00 5.6 26.746 Sprinkler 104 26.70 26.00 5.6 22.733 Sprinkler 105 27.09 26.00 5.6 23.402 Sprinkler 106 29.19 26.00 5.6 27.169 Sprinkler 107 26.15 26.00 5.6 21.811 Sprinkler 108 26.54 26.00 5.6 22.454 Sprinkler 109 29.04 26.00 5.6 26.882 Sprinkler 110 26.00 26.00 5.6 21.556 Sprinkler 111 26.38 26.00 5.6 22.193 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/21/2020 Page 4AutoSPRINK 2019 v15.1.19.0 11:01:55AM Job Name: 217 - 221 Essex Street Remote Area Number: 1 - Basement Date: 2/21/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 75.0001 58.791549.891093.00 78.59780.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 9'-0 299.8958.791Supply1 5'-11 26.7022.733Sprinkler101 5'-11 27.1423.487Sprinkler102 5'-11 28.9626.746Sprinkler103 5'-11 26.7022.733Sprinkler104 5'-11 27.0923.402Sprinkler105 5'-11 29.1927.169Sprinkler106 5'-11 26.1521.811Sprinkler107 5'-11 26.5422.454Sprinkler108 5'-11 29.0426.882Sprinkler109 5'-11 26.0021.556Sprinkler110 5'-11 26.3822.193Sprinkler111 2'-0 61.5382 2'-0 60.5243 2'-0 58.059Gauge4 5'-11 25.4135 5'-11 25.4386 5'-11 26.2757 5'-11 26.1558 © M.E.P.CAD, Inc.2/21/2020 Page 5AutoSPRINK 2019 v15.1.19.0 11:01:56AM Job Name: 217 - 221 Essex Street Remote Area Number: 1 - Basement Date: 2/21/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 5'-11 28.9529 5'-11 49.03710 5'-11 29.19311 © M.E.P.CAD, Inc.2/21/2020 Page 6AutoSPRINK 2019 v15.1.19.0 11:01:56AM Date: 2/21/2020 Job Name: 217 - 221 Essex Street Remote Area Number: 1 - Basement 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'-11 12'-0 0.255 5'-11 12'-0110 107 1½• • • • • Route 1 • • • • •(See Notes) 1.6820 21.55626.00 0.021212 Sprinkler 26.00 5.6 120 5'-11 12'-0 0.923 5'-11 12'-0107 104 1½(See Notes) 1.6820 21.81126.15 0.076886 Sprinkler 52.15 5.6 120 9'-11 5'-11 16'-2½ -0.000 2.680 5'-11 6'-4104 5 1½(See Notes) 1.6820 22.73326.70 0.165196 Sprinkler, 78.85 5.6 PO(9'-11) 120 5'-11 0'-6 0.025 5'-11 0'-65 6 2 2.1570 25.413 0.04919578.85 120 5'-11 8'-6 0.717 5'-11 8'-66 8 2 2.1570 25.43826.70 0.084378 Flow (q) from Route 3 105.55 120 5'-11 0'-6 0.120 5'-11 0'-68 7 2 2.1570 26.15580.01 0.239611 Flow (q) from Route 2 185.56 120 5'-11 8'-8 2.677 5'-11 8'-87 9 2 2.1570 26.27527.14 0.308445 Flow (q) from Route 4 212.70 120 5'-11 0'-6 0.241 5'-11 0'-69 11 2 2.1570 28.95258.22 0.482587 Flow (q) from Route 6 270.93 120 18'-5½ 5'-11 34'-1 19.844 5'-11 15'-7½11 10 2 (See Notes) 2.1570 29.19328.96 0.582337 Flow (q) from Route 5 299.89 E(6'-2), PO(12'-3½) 120 258'-1 2'-0 345'-10½ 1.698 7.323 5'-11 87'-9½10 4 4 (See Notes) 4.2600 49.037 0.021174299.89 2BV(15'-9½), 11E(13'-2), 3T(2 6'-4), GV(2'-7½), BOR 120 2'-0 8'-4 2.466 2'-0 8'-44 3 4 (See Notes) 4.2600 58.059 0.021174299.89 BFP(-2.289) 120 © M.E.P.CAD, Inc.2/21/2020 Page 7AutoSPRINK 2019 v15.1.19.0 11:01:58AM1 - Basement Date: 2/21/2020 Job Name: 217 - 221 Essex Street Remote Area Number: 1 - Basement 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 36'-8 2'-0 66'-8 1.014 2'-0 30'-03 2 4 (See Notes) 4.3000 60.524 0.015212299.89 T(36'-8) 140 130'-2½ 9'-0 537'-2½ -3.035 0.287 2'-0 407'-02 1 8 (See Notes) 8.5500 61.538 0.000535299.89 2T(65'-1), S 140 1 250.00 Hose Allowance At Source 549.89 Route 1Total(Pt) 58.791 5'-11 12'-0 0.261 5'-11 12'-0111 108 1½• • • • • Route 2 • • • • •(See Notes) 1.6820 22.19326.38 0.021791 Sprinkler 26.38 5.6 120 5'-11 12'-0 0.948 5'-11 12'-0108 105 1½(See Notes) 1.6820 22.45426.54 0.078984 Sprinkler 52.92 5.6 120 9'-11 5'-11 16'-2½ -0.000 2.753 5'-11 6'-4105 8 1½(See Notes) 1.6820 23.40227.09 0.169697 Sprinkler, 80.01 5.6 PO(9'-11) 120 26.155 Total(Pt)Route 2 7'-0 5'-11 12'-2 -0.000 2.705 5'-11 5'-2101 6 1 • • • • • Route 3 • • • • •(See Notes) 1.0490 22.73326.70 0.222094 Sprinkler, 26.70 5.6 E(2'-0), PO(5'-0) 120 25.438 Total(Pt)Route 3 7'-0 5'-11 12'-2 -0.000 2.787 5'-11 5'-2102 7 1 • • • • • Route 4 • • • • •(See Notes) 1.0490 23.48727.14 0.228900 Sprinkler, 27.14 5.6 E(2'-0), PO(5'-0) 120 26.275 Total(Pt)Route 4 7'-0 5'-11 9'-6 -0.000 2.447 5'-11 2'-6103 11 1 • • • • • Route 5 • • • • •(See Notes) 1.0490 26.74628.96 0.258133 Sprinkler, 28.96 5.6 E(2'-0), PO(5'-0) 120 29.193 Total(Pt)Route 5 © M.E.P.CAD, Inc.2/21/2020 Page 8AutoSPRINK 2019 v15.1.19.0 11:01:58AM1 - Basement Date: 2/21/2020 Job Name: 217 - 221 Essex Street Remote Area Number: 1 - Basement 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'-11 11'-0 0.286 5'-11 11'-0109 106 1½• • • • • Route 6 • • • • •(See Notes) 1.6820 26.88229.04 0.026019 Sprinkler 29.04 5.6 120 9'-11 5'-11 18'-11 -0.000 1.783 5'-11 9'-0106 9 1½(See Notes) 1.6820 27.16929.19 0.094259 Sprinkler, 58.22 5.6 PO(9'-11) 120 28.952 Total(Pt)Route 6 © M.E.P.CAD, Inc.2/21/2020 Page 9AutoSPRINK 2019 v15.1.19.0 11:01:58AM1 - Basement Date: 2/21/2020 Job Name: 217 - 221 Essex Street Remote Area Number: 1 - Basement 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.2/21/2020 Page 10AutoSPRINK 2019 v15.1.19.0 11:01:58AM1 - Basement Hydraulic Calculations Location: Salem, MA, , Project Name: 217 - 221 Essex Street Drawing Name: 021420-CFP954-FP-Plan-Essex Street Calculation Date: 2/21/2020 for Design Remote Area Location: Ordinary Group II Area of Application: 1500ft² (Actual 1032ft²) Coverage per Sprinkler: 100ft² Type of sprinklers calculated: 14 1st Floor 2 - RetailRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.20gpm/ft² Upright, Pendent, Sidewall 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 65.332@594.38From Water Supply at Node 1:(Safety Margin = 13.048 psi) Type of System: Wet Volume of Dry or PreAction System:N/A Source: Location:125 Washington Street April 2016Date:for Node:1 Name of Contractor:Ocean State Fire Protection Authority Having Jurisdiction: Address: Phone Number: Name of designer: 16 Kepler Street, Providence, RI 02908 CFP N/ALeft: 96.175 Right:Automatic peaking results Notes: 2/21/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.19.0 11:02:01AM2 - Retail Hydraulic Graph Water Supply Node: 1 Job Name: 217 - 221 Essex Street Remote Area Number: 2 - Retail Date: 2/21/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.2/21/2020 Page 2AutoSPRINK 2019 v15.1.19.0 11:02:02AM Hydraulic Graph BOR Job Name: 217 - 221 Essex Street Remote Area Number: 2 - Retail Date: 2/21/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.2/21/2020 Page 3AutoSPRINK 2019 v15.1.19.0 11:02:02AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group II (2 - Retail) Job Number: 954 - Area 2 - Retail Sprinkler 201 20.68 20.00 5.6 13.639 Sprinkler 202 24.14 20.00 5.6 18.581 Sprinkler 203 20.97 20.00 5.6 14.026 Sprinkler 204 21.57 20.00 5.6 14.843 Sprinkler 205 20.00 20.00 5.6 12.755 Sprinkler 206 24.34 20.00 5.6 18.888 Sprinkler 207 24.52 20.00 5.6 19.172 Sprinkler 208 25.51 20.00 5.6 20.745 Sprinkler 209 27.90 20.00 5.6 24.827 Sprinkler 210 25.50 20.00 5.6 20.730 Sprinkler 211 28.03 20.00 5.6 25.045 Sprinkler 212 26.86 20.00 5.6 23.005 Sprinkler 213 25.90 20.00 5.6 21.394 Sprinkler 214 28.46 20.00 5.6 25.835 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.2/21/2020 Page 4AutoSPRINK 2019 v15.1.19.0 11:02:03AM Job Name: 217 - 221 Essex Street Remote Area Number: 2 - Retail Date: 2/21/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 75.0001 65.332594.381093.00 78.38080.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 9'-0 344.3865.332Supply1 19'-7 20.6813.639Sprinkler201 19'-11 24.1418.581Sprinkler202 19'-7 20.9714.026Sprinkler203 19'-7 21.5714.843Sprinkler204 19'-7 20.0012.755Sprinkler205 13'-11 24.3418.888Sprinkler206 19'-11 24.5219.172Sprinkler207 19'-11 25.5120.745Sprinkler208 19'-11 27.9024.827Sprinkler209 19'-11 25.5020.730Sprinkler210 19'-11 28.0325.045Sprinkler211 19'-11 26.8623.005Sprinkler212 19'-11 25.9021.394Sprinkler213 19'-11 28.4625.835Sprinkler214 2'-0 67.9962 2'-0 66.6863 2'-0 63.874Gauge4 19'-11 14.73312 © M.E.P.CAD, Inc.2/21/2020 Page 5AutoSPRINK 2019 v15.1.19.0 11:02:05AM Job Name: 217 - 221 Essex Street Remote Area Number: 2 - Retail Date: 2/21/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 19'-11 14.73813 19'-11 15.11014 19'-11 15.94815 19'-11 18.64416 19'-11 19.05917 19'-11 22.17518 19'-11 23.77519 19'-11 27.07120 19'-11 28.08921 19'-11 43.21722 © M.E.P.CAD, Inc.2/21/2020 Page 6AutoSPRINK 2019 v15.1.19.0 11:02:05AM Date: 2/21/2020 Job Name: 217 - 221 Essex Street Remote Area Number: 2 - Retail 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 9'-0 19'-11 16'-4 -0.145 2.127 19'-7 7'-4205 13 1 • • • • • Route 1 • • • • •(See Notes) 1.0490 12.75520.00 0.130131 Sprinkler, 20.00 5.6 2E(2'-0), PO(5'-0) 120 19'-11 7'-8 0.372 19'-11 7'-813 14 1½ 1.6820 14.73820.68 0.048558 Flow (q) from Route 2 40.68 120 19'-11 8'-0 0.838 19'-11 8'-014 15 1½ 1.6820 15.11020.97 0.104788 Flow (q) from Route 3 61.65 120 9'-11 19'-11 14'-9 2.696 19'-11 4'-10½15 16 1½(See Notes) 1.6820 15.94821.57 0.182553 Flow (q) from Route 4 83.23 T(9'-11) 120 19'-11 4'-9 0.415 19'-11 4'-916 17 2 2.1570 18.64424.14 0.087081 Flow (q) from Route 5 107.37 120 19'-11 0'-10½0.113 19'-11 0'-10½17 207 2 2.1570 19.05924.34 0.127079 Flow (q) from Route 6 131.71 120 19'-11 9'-0½1.573 19'-11 9'-0½207 208 2 (See Notes) 2.1570 19.17224.52 0.174280 Sprinkler 156.23 5.6 120 19'-11 6'-2½1.430 19'-11 6'-2½208 18 2 (See Notes) 2.1570 20.74525.51 0.230543 Sprinkler 181.73 5.6 120 19'-11 2'-10 0.829 19'-11 2'-1018 212 2 2.1570 22.17525.50 0.293926 Flow (q) from Route 7 207.23 120 19'-11 2'-1 0.770 19'-11 2'-1212 19 2 (See Notes) 2.1570 23.00526.86 0.368263 Sprinkler 234.09 5.6 120 6'-2 19'-11 7'-4½3.296 19'-11 1'-2½19 20 2 (See Notes) 2.1570 23.77525.90 0.447172 Flow (q) from Route 8 259.99 E(6'-2) 120 © M.E.P.CAD, Inc.2/21/2020 Page 7AutoSPRINK 2019 v15.1.19.0 11:02:06AM2 - Retail Date: 2/21/2020 Job Name: 217 - 221 Essex Street Remote Area Number: 2 - Retail 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 19'-11 17'-0 1.018 19'-11 17'-020 21 3 3.2600 27.071 0.059835259.99 120 106'-2 19'-11 150'-3½ -0.000 15.127 19'-11 44'-1½21 22 3 (See Notes) 3.2600 28.08984.39 0.100649 Flow (q) from Route 9 344.38 T(20'-2), 7E(9'-5), PO(20'-2) 120 350'-3 2'-0 471'-3½ 7.767 12.890 19'-11 121'-0½22 4 4 (See Notes) 4.2600 43.217 0.027350344.38 18E(13'-2), 2BV(15'-9½), 3T(2 6'-4), GV(2'-7½), BOR 120 2'-0 8'-4 2.812 2'-0 8'-44 3 4 (See Notes) 4.2600 63.874 0.027350344.38 BFP(-2.584) 120 36'-8 2'-0 66'-8 1.310 2'-0 30'-03 2 4 (See Notes) 4.3000 66.686 0.019649344.38 T(36'-8) 140 130'-2½ 9'-0 537'-2½ -3.035 0.371 2'-0 407'-02 1 8 (See Notes) 8.5500 67.996 0.000691344.38 2T(65'-1), S 140 1 250.00 Hose Allowance At Source 594.38 Route 1Total(Pt) 65.332 7'-0 19'-11 8'-11½ -0.145 1.239 19'-7 1'-11½201 12 1 • • • • • Route 2 • • • • •(See Notes) 1.0490 13.63920.68 0.138451 Sprinkler, 20.68 5.6 E(2'-0), PO(5'-0) 120 19'-11 0'-4 0.005 19'-11 0'-412 13 1½ 1.6820 14.733 0.01389020.68 120 14.738 Total(Pt)Route 2 7'-0 19'-11 8'-8 -0.145 1.228 19'-7 1'-8203 14 1 • • • • • Route 3 • • • • •(See Notes) 1.0490 14.02620.97 0.142082 Sprinkler, 20.97 5.6 E(2'-0), PO(5'-0) 120 15.110 Total(Pt)Route 3 © M.E.P.CAD, Inc.2/21/2020 Page 8AutoSPRINK 2019 v15.1.19.0 11:02:06AM2 - Retail Date: 2/21/2020 Job Name: 217 - 221 Essex Street Remote Area Number: 2 - Retail 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 19'-11 8'-4 -0.145 1.249 19'-7 1'-4204 15 1 • • • • • Route 4 • • • • •(See Notes) 1.0490 14.84321.57 0.149721 Sprinkler, 21.57 5.6 E(2'-0), PO(5'-0) 120 15.948 Total(Pt)Route 4 19'-11 3'-4½0.062 19'-11 3'-4½202 16 1½• • • • • Route 5 • • • • •(See Notes) 1.6820 18.58124.14 0.018490 Sprinkler 24.14 5.6 120 18.644 Total(Pt)Route 5 7'-0 19'-11 14'-10 -2.601 2.773 13'-11 7'-10206 17 1 • • • • • Route 6 • • • • •(See Notes) 1.0490 18.88824.34 0.187105 Sprinkler, 24.34 5.6 E(2'-0), PO(5'-0) 120 19.059 Total(Pt)Route 6 5'-0 19'-11 7'-1 1.445 19'-11 2'-1210 18 1 • • • • • Route 7 • • • • •(See Notes) 1.0490 20.73025.50 0.203933 Sprinkler, 25.50 5.6 PO(5'-0) 120 22.175 Total(Pt)Route 7 7'-0 19'-11 11'-4 -0.000 2.381 19'-11 4'-4213 19 1 • • • • • Route 8 • • • • •(See Notes) 1.0490 21.39425.90 0.209960 Sprinkler, 25.90 5.6 E(2'-0), PO(5'-0) 120 23.775 Total(Pt)Route 8 19'-11 9'-0½0.218 19'-11 9'-0½209 211 1½• • • • • Route 9 • • • • •(See Notes) 1.6820 24.82727.90 0.024173 Sprinkler 27.90 5.6 120 19'-11 9'-0½0.790 19'-11 9'-0½211 214 1½(See Notes) 1.6820 25.04528.03 0.087498 Sprinkler 55.93 5.6 120 9'-11 19'-11 12'-0½2.254 19'-11 2'-1½214 21 1½(See Notes) 1.6820 25.83528.46 0.187299 Sprinkler, 84.39 5.6 PO(9'-11) 120 28.089 Total(Pt)Route 9 © M.E.P.CAD, Inc.2/21/2020 Page 9AutoSPRINK 2019 v15.1.19.0 11:02:06AM2 - Retail Date: 2/21/2020 Job Name: 217 - 221 Essex Street Remote Area Number: 2 - Retail 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.2/21/2020 Page 10AutoSPRINK 2019 v15.1.19.0 11:02:06AM2 - Retail