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SMITH COLLEGE DORMS FP CALCULATIONS-071124Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, CUSHING HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-CUSHING HOUSE FP103-G Calculation Date: 7/11/2024 for Design Remote Area Location: FM HC-1 Area of Application: 1500ft² (Actual 1270ft²) Coverage per Sprinkler: 196ft² Type of sprinklers calculated: 18 Cushing Level 3 Hallway C3-1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Upright, Sidewall, Other No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 989250.00 (including Hose Streams where applicable):Total Water Required 82.137@576.12From Water Supply at Node 989:(Safety Margin = 15.642) Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 ALEX RHOADS : N/A N/A Right:Left:Automatic peaking results Notes: 7/11/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.40.0 11:03:31AMC3-1 Hydraulic Graph Water Supply Node: 989 Job Name: SMITH COLLEGE Remote Area Number: C3-1 Date: 7/11/2024 Summary Sheet N 1.85 Static:105.000 Residual:95.000 Flowing:687.00 Available Flow @ 20 PSI:2181.94 Supply: © M.E.P.CAD 7/11/2024 Page 2AutoSPRINK 2023 v18.1.40.0 11:03:33AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: FM HC-1 (C3-1) Job Number: 2023-0428 Coverage (Foot) Sprinkler 301 24.44 14.82 5.6K 19.046 0.26gpm/ft²93ft² Sprinkler 302 21.02 14.82 5.6K 14.094 0.34gpm/ft²62ft² Sprinkler 303 22.84 14.82 5.6K 16.641 0.47gpm/ft²48ft² Sprinkler 304 24.08 14.82 5.6K 18.496 0.50gpm/ft²48ft² Sprinkler 305 20.18 14.82 5.6K 12.986 0.24gpm/ft²86ft² Sprinkler 308 19.25 14.82 5.6K 11.812 0.22gpm/ft²86ft² Sprinkler 309 21.28 14.82 5.6K 14.434 0.26gpm/ft²81ft² Sprinkler 310 16.81 14.82 5.6K 9.013 0.22gpm/ft²77ft² Sprinkler 311 16.34 14.82 5.6K 8.519 0.21gpm/ft²77ft² Sprinkler 312 19.32 14.82 5.6K 11.900 0.20gpm/ft²98ft² Sprinkler 313 15.08 14.82 5.6K 7.252 0.15gpm/ft²98ft² Sprinkler 314 14.95 14.82 5.6K 7.123 0.17gpm/ft²88ft² Sprinkler 315 14.84 14.82 5.6K 7.023 0.17gpm/ft²88ft² Sprinkler 316 14.82 14.82 5.6K 7.000 0.19gpm/ft²77ft² Sprinkler 317 14.82 14.82 5.6K 7.000 0.21gpm/ft²72ft² Sprinkler 318 14.84 14.82 5.6K 7.026 0.20gpm/ft²74ft² Sprinkler 319 15.87 14.82 5.6K 8.033 0.11gpm/ft²147ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/11/2024 Page 3AutoSPRINK 2023 v18.1.40.0 11:03:34AM Job Name: SMITH COLLEGE Remote Area Number: C3-1 Date: 7/11/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 95.000989 82.137576.12687.00 97.779105.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 40'-1 9.361373 40'-1 8.758642 -3'-1¼80.835981 -3'-1¼82.094982 -4'-5 82.090987 39'-5 24.4419.046Sprinkler301 Coverage: 93ft² Density: 0.26gpm/ft² 40'-5 21.0214.094Sprinkler302 Coverage: 62ft² Density: 0.34gpm/ft² 39'-5 22.8416.641Sprinkler303 Coverage: 48ft² Density: 0.47gpm/ft² 40'-1 24.0818.496Sprinkler304 Coverage: 48ft² Density: 0.50gpm/ft² 40'-5 20.1812.986Sprinkler305 Coverage: 86ft² Density: 0.24gpm/ft² 40'-5 19.2511.812Sprinkler308 Coverage: 86ft² Density: 0.22gpm/ft² 40'-5 21.2814.434Sprinkler309 Coverage: 81ft² Density: 0.26gpm/ft² 40'-5 16.819.013Sprinkler310 Coverage: 77ft² Density: 0.22gpm/ft² 40'-5 16.348.519Sprinkler311 Coverage: 77ft² Density: 0.21gpm/ft² 40'-5 19.3211.900Sprinkler312 Coverage: 98ft² Density: 0.20gpm/ft² 40'-5 15.087.252Sprinkler313 Coverage: 98ft² Density: 0.15gpm/ft² 40'-5 14.957.123Sprinkler314 Coverage: 88ft² Density: 0.17gpm/ft² 40'-5 14.847.023Sprinkler315 Coverage: 88ft² Density: 0.17gpm/ft² © M.E.P.CAD 7/11/2024 Page 4AutoSPRINK 2023 v18.1.40.0 11:03:36AM Job Name: SMITH COLLEGE Remote Area Number: C3-1 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 40'-5 14.827.000Sprinkler316 Coverage: 77ft² Density: 0.19gpm/ft² 40'-5 14.827.000Sprinkler317 Coverage: 72ft² Density: 0.21gpm/ft² 40'-5 14.847.026Sprinkler318 Coverage: 74ft² Density: 0.20gpm/ft² 40'-5 15.878.033Sprinkler319 Coverage: 147ft² Density: 0.11gpm/ft² 40'-5 15.337.497Sprinkler320 Coverage: 98ft² Density: 0.16gpm/ft² -4'-5 326.1282.137Supply989 35'-1 49.619351 36'-7¾36.080352 40'-1 24.588353 40'-1 20.011354 40'-1 20.086355 40'-1 19.947356 40'-1 19.248357 40'-1 17.321358 40'-1 15.989359 40'-1 14.575360 40'-1 17.806361 40'-1 11.196362 40'-1 10.599363 39'-11 14.936364 40'-1 9.064365 40'-1 8.907366 © M.E.P.CAD 7/11/2024 Page 5AutoSPRINK 2023 v18.1.40.0 11:03:36AM Job Name: SMITH COLLEGE Remote Area Number: C3-1 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 40'-1 8.786367 40'-1 8.758370 40'-1 8.790371 39'-11 10.087372 © M.E.P.CAD 7/11/2024 Page 6AutoSPRINK 2023 v18.1.40.0 11:03:36AM Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C3-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 40'-1 21'-7¼ 0.145 1.614 40'-5 0'-0316 642 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 40'-1 10'-10¾0.028 40'-1 10'-10¾642 367 2 2.067 8.758 0.00259814.38 120 40'-1 12'-6 0.121 40'-1 12'-6367 366 2 2.067 8.78614.84 0.009646 Flow (q) from Route 3 29.22 120 40'-1 7'-7 0.157 40'-1 7'-7366 365 2 2.067 8.90714.95 0.020715 Flow (q) from Route 5 44.16 120 14'-0 40'-1 43'-0¼1.534 40'-1 29'-0¼365 363 2 (See Notes) 2.067 9.06415.08 0.035672 Flow (q) from Route 6 59.24 4fE(3'-6) 120 40'-1 10'-8 0.597 40'-1 10'-8363 362 2 2.067 10.59916.34 0.055986 Flow (q) from Route 9 75.59 120 14'-0 40'-1 41'-7½3.379 40'-1 27'-7½362 360 2 (See Notes) 2.067 11.19616.81 0.081178 Flow (q) from Route 10 92.40 4fE(3'-6) 120 40'-1 12'-3¼1.414 40'-1 12'-3¼360 359 2 2.067 14.57519.25 0.115202 Flow (q) from Route 11 111.65 120 40'-1 8'-6 1.332 40'-1 8'-6359 358 2 2.067 15.98920.18 0.156658 Flow (q) from Route 13 131.83 120 3'-6 40'-1 13'-0¾2.690 40'-1 9'-6¾358 354 2 (See Notes) 2.067 17.32121.02 0.205986 Flow (q) from Route 14 152.85 fE(3'-6) 120 10'-6 40'-1 16'-10¾4.577 40'-1 6'-4¾354 353 2 (See Notes) 2.067 20.01124.44 0.271025 Flow (q) from Route 18 177.29 3fE(3'-6) 120 © M.E.P.CAD 7/11/2024 Page 7AutoSPRINK 2023 v18.1.40.0 11:03:37AMC3-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C3-1 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-FactorElev 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 36'-7¾11'-11¼ 1.494 9.998 40'-1 3'-5¼353 352 2 2.067 24.588148.83 0.836926 fT(8'-6), Flow (q) from Route 2 326.12 120 47'-8 35'-1 50'-1¾ 0.674 12.865 36'-7¾2'-5¾352 351 2½(See Notes) 2.635 36.080 0.256563326.12 ALV(26'-11), fE(4'-3½), PO(16'- 5¾) 120 312'-11 -3'-1¼592'-10 16.557 14.659 35'-1 279'-11351 981 4 (See Notes) 4.260 49.619 0.024727326.12 10fE(6'-9½), 14E(13'-2), 2BV(1 5'-9½), fT(16'-0), ALV(13'-0) 120 20'-0 -4'-5 21'-1½ 0.567 0.687 -3'-1¼1'-1½981 987 4 (See Notes) 4.026 80.835 0.032558326.12 PO(20'-0) 120 35'-0 -4'-5 40'-10¾0.048 -4'-5 5'-10¾987 989 8 (See Notes) 7.981 82.090 0.001162326.12 S, PO(35'-0) 120 989 250.00 Hose Allowance At Source 576.12 Route 1Total(Pt) 82.137 21'-7¼ 40'-1 21'-7¼ 0.145 1.614 40'-5 0'-0317 370 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.00014.82 0.074704 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 40'-1 10'-10½0.032 40'-1 10'-10½370 371 2 2.067 8.7580.44 0.002900 Flow (q) from Route 19 15.26 120 14'-0 40'-1 56'-0½0.571 40'-1 42'-0½371 373 2 (See Notes) 2.067 8.79014.84 0.010193 Flow (q) from Route 4 30.10 4fE(3'-6) 120 14'-0 39'-11 29'-9¼ 0.077 0.650 40'-1 15'-9¼373 372 2 (See Notes) 2.067 9.36115.33 0.021832 Flow (q) from Route 7 45.43 4fE(3'-6) 120 35'-2 39'-11 127'-8¼ -0.004 4.853 39'-11 92'-6¼372 364 2 (See Notes) 2.067 10.08715.87 0.038004 Flow (q) from Route 8 61.31 8fE(3'-6), 4fEE(1'-9½) 120 © M.E.P.CAD 7/11/2024 Page 8AutoSPRINK 2023 v18.1.40.0 11:03:37AMC3-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C3-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 14'-0 40'-1 46'-7¾ -0.072 2.942 39'-11 32'-7¾364 361 2 (See Notes) 2.067 14.93619.32 0.063082 Flow (q) from Route 12 80.62 4fE(3'-6) 120 40'-1 22'-0 2.141 40'-1 22'-0361 356 2 2.067 17.80621.28 0.097289 Flow (q) from Route 15 101.90 120 40'-1 0'-11¾0.139 40'-1 0'-11¾356 355 2 2.067 19.94722.84 0.141442 Flow (q) from Route 16 124.74 120 10'-6 40'-1 22'-11½4.502 40'-1 12'-5½355 353 2 (See Notes) 2.067 20.08624.08 0.196070 Flow (q) from Route 17 148.83 2fE(3'-6), Tr(3'-6) 120 24.588 Total(Pt)Route 2 21'-7¼ 40'-1 21'-7¼ 0.145 1.619 40'-5 0'-0315 367 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.02314.84 0.074934 Sprinkler, 14.84 5.6K PO(5'-0), fd(16'-7¼) 120 8.786 Total(Pt)Route 3 21'-7¼ 40'-1 21'-7¼ 0.145 1.619 40'-5 0'-0318 371 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.02614.84 0.074960 Sprinkler, 14.84 5.6K PO(5'-0), fd(16'-7¼) 120 8.790 Total(Pt)Route 4 21'-7¼ 40'-1 21'-7¼ 0.145 1.640 40'-5 0'-0314 366 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.12314.95 0.075914 Sprinkler, 14.95 5.6K PO(5'-0), fd(16'-7¼) 120 8.907 Total(Pt)Route 5 21'-7¼ 40'-1 21'-7¼ 0.145 1.667 40'-5 0'-0313 365 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.25215.08 0.077191 Sprinkler, 15.08 5.6K PO(5'-0), fd(16'-7¼) 120 9.064 Total(Pt)Route 6 21'-7¼ 40'-1 21'-7¼ 0.145 1.719 40'-5 0'-0320 373 1 • • • • • Route 7 • • • • •(See Notes) 1.049 7.49715.33 0.079597 Sprinkler, 15.33 5.6K PO(5'-0), fd(16'-7¼) 120 9.361 Total(Pt)Route 7 © M.E.P.CAD 7/11/2024 Page 9AutoSPRINK 2023 v18.1.40.0 11:03:37AMC3-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C3-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 39'-11 21'-7¼ 0.221 1.833 40'-5 0'-0319 372 1 • • • • • Route 8 • • • • •(See Notes) 1.049 8.03315.87 0.084851 Sprinkler, 15.87 5.6K PO(5'-0), fd(16'-7¼) 120 10.087 Total(Pt)Route 8 21'-7¼ 40'-1 21'-7¼ 0.145 1.935 40'-5 0'-0311 363 1 • • • • • Route 9 • • • • •(See Notes) 1.049 8.51916.34 0.089585 Sprinkler, 16.34 5.6K PO(5'-0), fd(16'-7¼) 120 10.599 Total(Pt)Route 9 21'-7¼ 40'-1 21'-7¼ 0.145 2.039 40'-5 0'-0310 362 1 • • • • • Route 10 • • • • •(See Notes) 1.049 9.01316.81 0.094378 Sprinkler, 16.81 5.6K PO(5'-0), fd(16'-7¼) 120 11.196 Total(Pt)Route 10 21'-7¼ 40'-1 21'-7¼ 0.145 2.618 40'-5 0'-0308 360 1 • • • • • Route 11 • • • • •(See Notes) 1.049 11.81219.25 0.121209 Sprinkler, 19.25 5.6K PO(5'-0), fd(16'-7¼) 120 14.575 Total(Pt)Route 11 21'-7¼ 39'-11 23'-1¼ 0.217 2.819 40'-5 1'-6312 364 1 • • • • • Route 12 • • • • •(See Notes) 1.049 11.90019.32 0.122041 Sprinkler, 19.32 5.6K PO(5'-0), fd(16'-7¼) 120 14.936 Total(Pt)Route 12 21'-7¼ 40'-1 21'-7¼ 0.145 2.858 40'-5 0'-0305 359 1 • • • • • Route 13 • • • • •(See Notes) 1.049 12.98620.18 0.132311 Sprinkler, 20.18 5.6K PO(5'-0), fd(16'-7¼) 120 15.989 Total(Pt)Route 13 21'-7¼ 40'-1 21'-7¼ 0.145 3.083 40'-5 0'-0302 358 1 • • • • • Route 14 • • • • •(See Notes) 1.049 14.09421.02 0.142717 Sprinkler, 21.02 5.6K PO(5'-0), fd(16'-7¼) 120 17.321 Total(Pt)Route 14 21'-7¼ 40'-1 22'-1½ 0.145 3.227 40'-5 0'-6¼309 361 1 • • • • • Route 15 • • • • •(See Notes) 1.049 14.43421.28 0.145899 Sprinkler, 21.28 5.6K PO(5'-0), fd(16'-7¼) 120 17.806 Total(Pt)Route 15 © M.E.P.CAD 7/11/2024 Page 10AutoSPRINK 2023 v18.1.40.0 11:03:37AMC3-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C3-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 40'-1 21'-7¼ -0.289 3.595 39'-5 0'-0303 356 1 • • • • • Route 16 • • • • •(See Notes) 1.049 16.64122.84 0.166424 Sprinkler, 22.84 5.6K PO(5'-0), fd(16'-7¼) 120 19.947 Total(Pt)Route 16 2'-0 40'-1 4'-1¼0.752 40'-1 2'-1¼304 357 1 • • • • • Route 17 • • • • •(See Notes) 1.049 18.49624.08 0.183517 Sprinkler, 24.08 5.6K E(2'-0) 120 8'-1¾ 40'-1 17'-4¼0.838 40'-1 9'-2½357 355 1¼(See Notes) 1.380 19.248 0.04826624.08 Tr(2'-1¾), PO(6'-0) 120 20.086 Total(Pt)Route 17 5'-0 40'-1 6'-7¾ -0.289 1.254 39'-5 1'-7¾301 354 1 • • • • • Route 18 • • • • •(See Notes) 1.049 19.04624.44 0.188557 Sprinkler, 24.44 5.6K PO(5'-0), fd 120 20.011 Total(Pt)Route 18 40'-1 10'-1¼0.000 40'-1 10'-1¼642 370 2 • • • • • Route 19 • • • • • 2.067 8.75814.38 0.000004 Flow (q) from Route 1 0.44 120 8.758 Total(Pt)Route 19 © M.E.P.CAD 7/11/2024 Page 11AutoSPRINK 2023 v18.1.40.0 11:03:37AMC3-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C3-1 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 7/11/2024 Page 12AutoSPRINK 2023 v18.1.40.0 11:03:37AMC3-1 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, CUSHING HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-CUSHING HOUSE FP104-H Calculation Date: 7/11/2024 for Design Remote Area Location: FM HC-1 Area of Application: 1500ft² (Actual 921ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 13 Cushing Level 4 Hallway C4-2Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Sidewall No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 989250.00 (including Hose Streams where applicable):Total Water Required 54.738@460.79From Water Supply at Node 989:(Safety Margin = 45.485) Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 ALEX RHOADS : N/A N/A Right:Left:Automatic peaking results Notes: 7/11/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.40.0 11:11:27AMC4-2 Hydraulic Graph Water Supply Node: 989 Job Name: SMITH COLLEGE Remote Area Number: C4-2 Date: 7/11/2024 Summary Sheet N 1.85 Static:105.000 Residual:95.000 Flowing:687.00 Available Flow @ 20 PSI:2181.94 Supply: © M.E.P.CAD 7/11/2024 Page 2AutoSPRINK 2023 v18.1.40.0 11:11:30AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: FM HC-1 (C4-2) Job Number: 2023-0428 Coverage (Foot) Sprinkler 401 19.39 14.82 5.6K 11.986 0.23gpm/ft²84ft² Sprinkler 402 17.50 14.82 5.6K 9.769 0.30gpm/ft²58ft² Sprinkler 403 17.13 14.82 5.6K 9.358 0.20gpm/ft²88ft² Sprinkler 404 16.46 14.82 5.6K 8.640 0.19gpm/ft²88ft² Sprinkler 405 17.84 14.82 5.6K 10.154 0.32gpm/ft²56ft² Sprinkler 406 17.65 14.82 5.6K 9.929 0.26gpm/ft²68ft² Sprinkler 407 15.15 14.82 5.6K 7.323 0.22gpm/ft²68ft² Sprinkler 408 14.96 14.82 5.6K 7.137 0.17gpm/ft²90ft² Sprinkler 409 14.85 14.82 5.6K 7.028 0.17gpm/ft²90ft² Sprinkler 410 14.82 14.82 5.6K 7.000 0.23gpm/ft²64ft² Sprinkler 411 14.82 14.82 5.6K 7.000 0.24gpm/ft²63ft² Sprinkler 412 14.97 14.82 5.6K 7.150 0.15gpm/ft²98ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/11/2024 Page 3AutoSPRINK 2023 v18.1.40.0 11:11:31AM Job Name: SMITH COLLEGE Remote Area Number: C4-2 Date: 7/11/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 95.000989 54.738460.79687.00 100.224105.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 50'-2¼19.3911.986Sprinkler401 Coverage: 84ft² Density: 0.23gpm/ft² 50'-2 17.509.769Sprinkler402 Coverage: 58ft² Density: 0.30gpm/ft² 50'-2 17.139.358Sprinkler403 Coverage: 88ft² Density: 0.20gpm/ft² 50'-2 16.468.640Sprinkler404 Coverage: 88ft² Density: 0.19gpm/ft² 50'-2¼17.8410.154Sprinkler405 Coverage: 56ft² Density: 0.32gpm/ft² 50'-2¼17.659.929Sprinkler406 Coverage: 68ft² Density: 0.26gpm/ft² 50'-2 15.157.323Sprinkler407 Coverage: 68ft² Density: 0.22gpm/ft² 50'-2 14.967.137Sprinkler408 Coverage: 90ft² Density: 0.17gpm/ft² 50'-2 14.857.028Sprinkler409 Coverage: 90ft² Density: 0.17gpm/ft² 50'-2 14.827.000Sprinkler410 Coverage: 64ft² Density: 0.23gpm/ft² 50'-2 14.827.000Sprinkler411 Coverage: 63ft² Density: 0.24gpm/ft² 49'-9½14.977.150Sprinkler412 Coverage: 98ft² Density: 0.15gpm/ft² 50'-2¼15.257.416Sprinkler413 Coverage: 98ft² Density: 0.16gpm/ft² -4'-5 210.7954.738Supply989 49'-9½20.791451 49'-2¾24.171452 49'-9½14.810453 49'-9½12.126454 © M.E.P.CAD 7/11/2024 Page 4AutoSPRINK 2023 v18.1.40.0 11:11:33AM Job Name: SMITH COLLEGE Remote Area Number: C4-2 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 49'-9½11.630455 49'-9½10.761456 49'-9½12.601457 49'-9½12.328458 49'-9½9.167459 49'-9½8.941460 49'-9½8.808461 49'-9½8.775463 49'-9½8.775464 49'-9½8.795465 49'-9½9.286466 -3'-1¼53.844981 -3'-1¼54.719982 -4'-5 54.717987 © M.E.P.CAD 7/11/2024 Page 5AutoSPRINK 2023 v18.1.40.0 11:11:33AM Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C4-2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 49'-9½21'-7¼ 0.161 1.614 50'-2 0'-0411 464 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 49'-9½9'-0 0.000 49'-9½9'-0464 463 2 2.067 8.775 0.0000381.45 120 49'-9½10'-2 0.033 49'-9½10'-2463 461 2 2.067 8.77514.82 0.003267 Flow (q) from Route 2 16.27 120 49'-9½12'-3 0.133 49'-9½12'-3461 460 2 2.067 8.80814.85 0.010839 Flow (q) from Route 3 31.12 120 49'-9½10'-1 0.226 49'-9½10'-1460 459 2 2.067 8.94114.96 0.022408 Flow (q) from Route 4 46.08 120 14'-0 49'-9½42'-0¾1.595 49'-9½28'-0¾459 456 2 (See Notes) 2.067 9.16715.15 0.037919 Flow (q) from Route 6 61.23 4fE(3'-6) 120 49'-9½14'-9 0.868 49'-9½14'-9456 455 2 2.067 10.76116.46 0.058904 Flow (q) from Route 8 77.69 120 49'-9½5'-10 0.496 49'-9½5'-10455 454 2 2.067 11.63017.13 0.085161 Flow (q) from Route 9 94.82 120 22'-7¼ 49'-9½74'-4½8.665 49'-9½51'-9¼454 451 2 (See Notes) 2.067 12.12617.50 0.116502 Flow (q) from Route 10 112.33 3fE(3'-6), 2fEE(1'-9½), fT(8'-6) 120 22'-8 49'-2¾27'-5 0.244 3.137 49'-9½4'-9451 452 2½(See Notes) 2.635 20.79198.46 0.114438 cplg(1'-10¾), Flow (q) from Route 5 210.79 fE(4'-3½), PO(16'-5¾) 120 333'-4 -3'-1¼633'-0½ 22.690 6.982 49'-2¾299'-8¾452 981 4 (See Notes) 4.260 24.171 0.011029210.79 Z, 13fE(6'-9½), 14E(13'-2), 2B V(15'-9½), fT(16'-0), ALV(13'-0) 120 © M.E.P.CAD 7/11/2024 Page 6AutoSPRINK 2023 v18.1.40.0 11:11:34AMC4-2 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C4-2 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-FactorElev 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 -4'-5 21'-1½ 0.567 0.307 -3'-1¼1'-1½981 987 4 (See Notes) 4.026 53.844 0.014522210.79 PO(20'-0) 120 35'-0 -4'-5 40'-10¾0.021 -4'-5 5'-10¾987 989 8 (See Notes) 7.981 54.717 0.000519210.79 S, PO(35'-0) 120 989 250.00 Hose Allowance At Source 460.79 Route 1Total(Pt) 54.738 21'-7¼ 49'-9½21'-7¼ 0.161 1.614 50'-2 0'-0410 463 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.00014.82 0.074706 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 8.775 Total(Pt)Route 2 21'-7¼ 49'-9½21'-7¼ 0.161 1.619 50'-2 0'-0409 461 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.02814.85 0.074976 Sprinkler, 14.85 5.6K PO(5'-0), fd(16'-7¼) 120 8.808 Total(Pt)Route 3 21'-7¼ 49'-9½21'-7¼ 0.161 1.643 50'-2 0'-0408 460 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.13714.96 0.076055 Sprinkler, 14.96 5.6K PO(5'-0), fd(16'-7¼) 120 8.941 Total(Pt)Route 4 21'-7¼ 49'-9½21'-7¼ 0.000 1.645 49'-9½0'-0412 465 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.15014.97 0.076179 Sprinkler, 14.97 5.6K PO(5'-0), fd(16'-7¼) 120 14'-0 49'-9½53'-11 0.491 49'-9½39'-11465 466 2 (See Notes) 2.067 8.79513.36 0.009115 Flow (q) from Route 14 28.33 4fE(3'-6) 120 63'-0 49'-9½150'-5¼3.042 49'-9½87'-5¼466 458 2 (See Notes) 2.067 9.28615.25 0.020217 Flow (q) from Route 7 43.58 18fE(3'-6) 120 49'-9½7'-2¼0.273 49'-9½7'-2¼458 457 2 2.067 12.32817.65 0.037917 Flow (q) from Route 11 61.23 120 © M.E.P.CAD 7/11/2024 Page 7AutoSPRINK 2023 v18.1.40.0 11:11:34AMC4-2 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C4-2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 49'-9½36'-3¾2.209 49'-9½36'-3¾457 453 2 2.067 12.60117.84 0.060858 Flow (q) from Route 12 79.08 120 19'-0 49'-9½65'-6 5.981 49'-9½46'-6453 451 2 (See Notes) 2.067 14.81019.39 0.091306 Flow (q) from Route 13 98.46 3fE(3'-6), fT(8'-6) 120 20.791 Total(Pt)Route 5 21'-7¼ 49'-9½21'-7¼ 0.161 1.682 50'-2 0'-0407 459 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.32315.15 0.077889 Sprinkler, 15.15 5.6K PO(5'-0), fd(16'-7¼) 120 9.167 Total(Pt)Route 6 21'-7¼ 49'-9½21'-7¼ 0.168 1.702 50'-2¼0'-0413 466 1 • • • • • Route 7 • • • • •(See Notes) 1.049 7.41615.25 0.078800 Sprinkler, 15.25 5.6K PO(5'-0), fd(16'-7¼) 120 9.286 Total(Pt)Route 7 21'-7¼ 49'-9½21'-7¼ 0.161 1.960 50'-2 0'-0404 456 1 • • • • • Route 8 • • • • •(See Notes) 1.049 8.64016.46 0.090761 Sprinkler, 16.46 5.6K PO(5'-0), fd(16'-7¼) 120 10.761 Total(Pt)Route 8 21'-7¼ 49'-9½21'-7¼ 0.161 2.111 50'-2 0'-0403 455 1 • • • • • Route 9 • • • • •(See Notes) 1.049 9.35817.13 0.097718 Sprinkler, 17.13 5.6K PO(5'-0), fd(16'-7¼) 120 11.630 Total(Pt)Route 9 21'-7¼ 49'-9½21'-7¼ 0.161 2.196 50'-2 0'-0402 454 1 • • • • • Route 10 • • • • •(See Notes) 1.049 9.76917.50 0.101677 Sprinkler, 17.50 5.6K PO(5'-0), fd(16'-7¼) 120 12.126 Total(Pt)Route 10 21'-7¼ 49'-9½21'-7¼ 0.170 2.229 50'-2¼0'-0406 458 1 • • • • • Route 11 • • • • •(See Notes) 1.049 9.92917.65 0.103215 Sprinkler, 17.65 5.6K PO(5'-0), fd(16'-7¼) 120 12.328 Total(Pt)Route 11 © M.E.P.CAD 7/11/2024 Page 8AutoSPRINK 2023 v18.1.40.0 11:11:34AMC4-2 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C4-2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 49'-9½21'-7¼ 0.170 2.276 50'-2¼0'-0405 457 1 • • • • • Route 12 • • • • •(See Notes) 1.049 10.15417.84 0.105384 Sprinkler, 17.84 5.6K PO(5'-0), fd(16'-7¼) 120 12.601 Total(Pt)Route 12 21'-7¼ 49'-9½21'-7¼ 0.170 2.654 50'-2¼0'-0401 453 1 • • • • • Route 13 • • • • •(See Notes) 1.049 11.98619.39 0.122859 Sprinkler, 19.39 5.6K PO(5'-0), fd(16'-7¼) 120 14.810 Total(Pt)Route 13 49'-9½9'-0½0.021 49'-9½9'-0½464 465 2 • • • • • Route 14 • • • • • 2.067 8.7751.45 0.002269 Flow (q) from Route 1 13.36 120 8.795 Total(Pt)Route 14 © M.E.P.CAD 7/11/2024 Page 9AutoSPRINK 2023 v18.1.40.0 11:11:34AMC4-2 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C4-2 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 7/11/2024 Page 10AutoSPRINK 2023 v18.1.40.0 11:11:34AMC4-2 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, CUSHING HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-CUSHING HOUSE FP105-D.cad Calculation Date: 7/11/2024 for Design Remote Area Location: FM HC-1 Area of Application: 1950ft² (Actual 1970ft²) Coverage per Sprinkler: 96ft² Type of sprinklers calculated: 31 Cushing Attic C5-1Remote 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 989250.00 (including Hose Streams where applicable):Total Water Required 79.287@774.44From Water Supply at Node 989:(Safety Margin = 13.232) Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-906-3689 ALEX RHOADS : Notes: 7/11/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 1:49:18PMC5-1 Hydraulic Graph Water Supply Node: 989 Job Name: SMITH COLLEGE Remote Area Number: C5-1 Date: 7/11/2024 Summary Sheet N 1.85 Static:105.000 Residual:95.000 Flowing:687.00 Available Flow @ 20 PSI:2181.94 Supply: © M.E.P.CAD 7/11/2024 Page 2AutoSPRINK 2023 v18.1.38.0 1:49:21PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: FM HC-1 (C5-1) Job Number: 2023-0428 Coverage (Foot) Sprinkler 601 14.82 14.82 5.6K 7.000 0.17gpm/ft²89ft² Sprinkler 602 14.82 14.82 5.6K 7.000 0.17gpm/ft²89ft² Sprinkler 603 14.82 14.82 5.6K 7.002 0.17gpm/ft²89ft² Sprinkler 604 14.82 14.82 5.6K 7.007 0.17gpm/ft²89ft² Sprinkler 605 14.83 14.82 5.6K 7.014 0.17gpm/ft²89ft² Sprinkler 606 14.84 14.82 5.6K 7.025 0.17gpm/ft²89ft² Sprinkler 607 14.86 14.82 5.6K 7.041 0.17gpm/ft²89ft² Sprinkler 608 14.88 14.82 5.6K 7.063 0.17gpm/ft²89ft² Sprinkler 609 14.91 14.82 5.6K 7.091 0.17gpm/ft²89ft² Sprinkler 610 14.95 14.82 5.6K 7.125 0.17gpm/ft²89ft² Sprinkler 611 14.99 14.82 5.6K 7.168 0.17gpm/ft²89ft² Sprinkler 612 17.99 14.82 5.6K 10.322 0.20gpm/ft²89ft² Sprinkler 613 17.99 14.82 5.6K 10.322 0.20gpm/ft²89ft² Sprinkler 614 17.99 14.82 5.6K 10.323 0.20gpm/ft²89ft² Sprinkler 615 17.99 14.82 5.6K 10.325 0.20gpm/ft²89ft² Sprinkler 616 18.00 14.82 5.6K 10.327 0.20gpm/ft²89ft² Sprinkler 617 18.00 14.82 5.6K 10.328 0.20gpm/ft²89ft² Sprinkler 618 18.00 14.82 5.6K 10.334 0.20gpm/ft²89ft² Sprinkler 619 18.00 14.82 5.6K 10.335 0.20gpm/ft²89ft² Sprinkler 620 18.01 14.82 5.6K 10.346 0.20gpm/ft²89ft² Sprinkler 621 18.01 14.82 5.6K 10.346 0.20gpm/ft²89ft² Sprinkler 622 18.03 14.82 5.6K 10.363 0.20gpm/ft²89ft² Sprinkler 623 18.03 14.82 5.6K 10.365 0.20gpm/ft²89ft² Sprinkler 624 18.05 14.82 5.6K 10.387 0.20gpm/ft²89ft² Sprinkler 625 18.05 14.82 5.6K 10.390 0.20gpm/ft²89ft² Sprinkler 626 18.08 14.82 5.6K 10.419 0.20gpm/ft²89ft² Sprinkler 627 18.08 14.82 5.6K 10.424 0.20gpm/ft²89ft² Sprinkler 628 18.11 14.82 5.6K 10.460 0.20gpm/ft²89ft² Sprinkler 629 18.12 14.82 5.6K 10.466 0.20gpm/ft²89ft² Sprinkler 630 18.16 14.82 5.6K 10.511 0.20gpm/ft²89ft² Sprinkler 631 18.21 14.82 5.6K 10.573 0.20gpm/ft²89ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/11/2024 Page 3AutoSPRINK 2023 v18.1.38.0 1:49:23PM Job Name: SMITH COLLEGE Remote Area Number: C5-1 Date: 7/11/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 95.000989 79.287774.44687.00 92.519105.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 62'-4½14.827.000Sprinkler601 Coverage: 89ft² Density: 0.17gpm/ft² 62'-4½14.827.000Sprinkler602 Coverage: 89ft² Density: 0.17gpm/ft² 62'-4½14.827.002Sprinkler603 Coverage: 89ft² Density: 0.17gpm/ft² 62'-4½14.827.007Sprinkler604 Coverage: 89ft² Density: 0.17gpm/ft² 62'-4½14.837.014Sprinkler605 Coverage: 89ft² Density: 0.17gpm/ft² 62'-4½14.847.025Sprinkler606 Coverage: 89ft² Density: 0.17gpm/ft² 62'-4½14.867.041Sprinkler607 Coverage: 89ft² Density: 0.17gpm/ft² 62'-4½14.887.063Sprinkler608 Coverage: 89ft² Density: 0.17gpm/ft² 62'-4½14.917.091Sprinkler609 Coverage: 89ft² Density: 0.17gpm/ft² 62'-4½14.957.125Sprinkler610 Coverage: 89ft² Density: 0.17gpm/ft² 62'-4½14.997.168Sprinkler611 Coverage: 89ft² Density: 0.17gpm/ft² 54'-3 17.9910.322Sprinkler612 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 17.9910.322Sprinkler613 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 17.9910.323Sprinkler614 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 17.9910.325Sprinkler615 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.0010.327Sprinkler616 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.0010.328Sprinkler617 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.0010.334Sprinkler618 Coverage: 89ft² Density: 0.20gpm/ft² © M.E.P.CAD 7/11/2024 Page 4AutoSPRINK 2023 v18.1.38.0 1:49:27PM Job Name: SMITH COLLEGE Remote Area Number: C5-1 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 54'-3 18.0010.335Sprinkler619 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.0110.346Sprinkler620 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.0110.346Sprinkler621 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.0310.363Sprinkler622 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.0310.365Sprinkler623 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.0510.387Sprinkler624 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.0510.390Sprinkler625 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.0810.419Sprinkler626 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.0810.424Sprinkler627 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.1110.460Sprinkler628 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.1210.466Sprinkler629 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.1610.511Sprinkler630 Coverage: 89ft² Density: 0.20gpm/ft² 54'-3 18.2110.573Sprinkler631 Coverage: 89ft² Density: 0.20gpm/ft² -4'-5 524.4479.287Supply989 61'-3 7.948501 61'-3 7.948502 61'-3 7.950503 61'-3 7.955504 61'-3 7.963505 61'-3 7.975506 61'-3 7.992507 61'-3 8.015508 © M.E.P.CAD 7/11/2024 Page 5AutoSPRINK 2023 v18.1.38.0 1:49:27PM Job Name: SMITH COLLEGE Remote Area Number: C5-1 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 61'-3 8.044509 61'-3 8.081510 61'-3 8.126511 53'-5½12.234512 53'-5½12.707513 53'-5½11.324514 53'-5½11.324515 53'-5½11.325516 53'-5½11.329517 53'-5½11.337518 53'-5½11.350519 53'-5½11.369520 53'-5½11.396521 53'-5½11.432522 53'-5½11.477523 53'-5½11.328524 53'-5½11.331525 53'-5½11.338526 53'-5½11.350527 53'-5½11.368528 53'-5½11.393529 53'-5½11.427530 © M.E.P.CAD 7/11/2024 Page 6AutoSPRINK 2023 v18.1.38.0 1:49:27PM Job Name: SMITH COLLEGE Remote Area Number: C5-1 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 53'-5½11.470531 53'-5½11.524532 53'-5½11.590533 53'-5½11.326534 -3'-1¼76.950981 -4'-5 79.172987 © M.E.P.CAD 7/11/2024 Page 7AutoSPRINK 2023 v18.1.38.0 1:49:27PM Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C5-1 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-FactorElev 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 61'-3 6'-1½ 0.490 0.458 62'-4½1'-1½601 501 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0) 120 61'-3 8'-0 0.000 61'-3 8'-0501 502 4 4.260 7.948 0.00005912.50 120 61'-3 8'-0 0.002 61'-3 8'-0502 503 4 4.260 7.94814.82 0.000252 Flow (q) from Route 2 27.32 120 61'-3 8'-0 0.004 61'-3 8'-0503 504 4 4.260 7.95014.82 0.000561 Flow (q) from Route 3 42.14 120 61'-3 8'-0 0.008 61'-3 8'-0504 505 4 4.260 7.95514.82 0.000980 Flow (q) from Route 4 56.96 120 61'-3 8'-0 0.012 61'-3 8'-0505 506 4 4.260 7.96314.83 0.001504 Flow (q) from Route 5 71.79 120 61'-3 8'-0 0.017 61'-3 8'-0506 507 4 4.260 7.97514.84 0.002129 Flow (q) from Route 6 86.64 120 61'-3 8'-0 0.023 61'-3 8'-0507 508 4 4.260 7.99214.86 0.002853 Flow (q) from Route 7 101.50 120 61'-3 8'-0 0.029 61'-3 8'-0508 509 4 4.260 8.01514.88 0.003675 Flow (q) from Route 8 116.38 120 61'-3 8'-0 0.037 61'-3 8'-0509 510 4 4.260 8.04414.91 0.004594 Flow (q) from Route 9 131.29 120 61'-3 8'-0 0.045 61'-3 8'-0510 511 4 4.260 8.08114.95 0.005608 Flow (q) from Route 10 146.24 120 © M.E.P.CAD 7/11/2024 Page 8AutoSPRINK 2023 v18.1.38.0 1:49:30PMC5-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C5-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 22'-9½ 53'-5½108'-9¼ 3.378 0.731 61'-3 85'-11½511 512 4 (See Notes) 4.260 8.12614.99 0.006717 Flow (q) from Route 11 161.23 fE(6'-9½), fT(16'-0) 120 16'-0 53'-5½19'-1¼0.473 53'-5½3'-1¼512 513 4 (See Notes) 4.260 12.234165.22 0.024774 Flow (q) from Route 12 326.45 fT(16'-0) 120 357'-8¾ -3'-1¼667'-0 24.524 39.719 53'-5½309'-3½513 981 4 (See Notes) 4.260 12.707197.98 0.059547 Flow (q) from Route 15 524.44 ***Invalid***(17'-7¼), 14fE(6'-9 ½), 14E(13'-2), 2BV(15'-9½), fT(16'-0), ALV(13'-0) 120 20'-0 -4'-5 21'-1½ 0.567 1.656 -3'-1¼1'-1½981 987 4 (See Notes) 4.026 76.950 0.078407524.44 PO(20'-0) 120 35'-0 -4'-5 40'-10¾0.114 -4'-5 5'-10¾987 989 8 (See Notes) 7.981 79.172 0.002799524.44 S, PO(35'-0) 120 989 250.00 Hose Allowance At Source 774.44 Route 1Total(Pt) 79.287 5'-0 61'-3 6'-1½ 0.490 0.458 62'-4½1'-1½602 502 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.00014.82 0.074708 Sprinkler, 14.82 5.6K PO(5'-0) 120 7.948 Total(Pt)Route 2 5'-0 61'-3 6'-1½ 0.490 0.458 62'-4½1'-1½603 503 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.00214.82 0.074727 Sprinkler, 14.82 5.6K PO(5'-0) 120 7.950 Total(Pt)Route 3 5'-0 61'-3 6'-1½ 0.490 0.458 62'-4½1'-1½604 504 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.00714.82 0.074768 Sprinkler, 14.82 5.6K PO(5'-0) 120 7.955 Total(Pt)Route 4 5'-0 61'-3 6'-1½ 0.490 0.459 62'-4½1'-1½605 505 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.01414.83 0.074841 Sprinkler, 14.83 5.6K PO(5'-0) 120 © M.E.P.CAD 7/11/2024 Page 9AutoSPRINK 2023 v18.1.38.0 1:49:30PMC5-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C5-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7.963 Total(Pt)Route 5 5'-0 61'-3 6'-1½ 0.490 0.459 62'-4½1'-1½606 506 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.02514.84 0.074953 Sprinkler, 14.84 5.6K PO(5'-0) 120 7.975 Total(Pt)Route 6 5'-0 61'-3 6'-1½ 0.490 0.460 62'-4½1'-1½607 507 1 • • • • • Route 7 • • • • •(See Notes) 1.049 7.04114.86 0.075112 Sprinkler, 14.86 5.6K PO(5'-0) 120 7.992 Total(Pt)Route 7 5'-0 61'-3 6'-1½ 0.490 0.462 62'-4½1'-1½608 508 1 • • • • • Route 8 • • • • •(See Notes) 1.049 7.06314.88 0.075324 Sprinkler, 14.88 5.6K PO(5'-0) 120 8.015 Total(Pt)Route 8 5'-0 61'-3 6'-1½ 0.490 0.463 62'-4½1'-1½609 509 1 • • • • • Route 9 • • • • •(See Notes) 1.049 7.09114.91 0.075598 Sprinkler, 14.91 5.6K PO(5'-0) 120 8.044 Total(Pt)Route 9 5'-0 61'-3 6'-1½ 0.490 0.466 62'-4½1'-1½610 510 1 • • • • • Route 10 • • • • •(See Notes) 1.049 7.12514.95 0.075939 Sprinkler, 14.95 5.6K PO(5'-0) 120 8.081 Total(Pt)Route 10 5'-0 61'-3 6'-1½ 0.490 0.468 62'-4½1'-1½611 511 1 • • • • • Route 11 • • • • •(See Notes) 1.049 7.16814.99 0.076356 Sprinkler, 14.99 5.6K PO(5'-0) 120 8.126 Total(Pt)Route 11 5'-0 53'-5½6'-1½ 0.346 0.656 54'-3 1'-1½612 514 1 • • • • • Route 12 • • • • •(See Notes) 1.049 10.32217.99 0.106990 Sprinkler, 17.99 5.6K PO(5'-0) 120 53'-5½8'-0 0.000 53'-5½8'-0514 515 4 4.260 11.324 0.0000042.95 120 © M.E.P.CAD 7/11/2024 Page 10AutoSPRINK 2023 v18.1.38.0 1:49:30PMC5-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C5-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 53'-5½8'-0 0.001 53'-5½8'-0515 516 4 4.260 11.32417.99 0.000154 Flow (q) from Route 13 20.94 120 53'-5½8'-0 0.004 53'-5½8'-0516 517 4 4.260 11.32517.99 0.000485 Flow (q) from Route 14 38.94 120 53'-5½8'-0 0.008 53'-5½8'-0517 518 4 4.260 11.32918.00 0.000979 Flow (q) from Route 16 56.93 120 53'-5½8'-0 0.013 53'-5½8'-0518 519 4 4.260 11.33718.00 0.001628 Flow (q) from Route 18 74.93 120 53'-5½8'-0 0.019 53'-5½8'-0519 520 4 4.260 11.35018.01 0.002425 Flow (q) from Route 21 92.95 120 53'-5½8'-0 0.027 53'-5½8'-0520 521 4 4.260 11.36918.03 0.003366 Flow (q) from Route 23 110.98 120 53'-5½8'-0 0.036 53'-5½8'-0521 522 4 4.260 11.39618.05 0.004448 Flow (q) from Route 25 129.03 120 53'-5½8'-0 0.045 53'-5½8'-0522 523 4 4.260 11.43218.08 0.005670 Flow (q) from Route 27 147.11 120 13'-7¼ 53'-5½107'-8¼0.757 53'-5½94'-1523 512 4 (See Notes) 4.260 11.47718.12 0.007028 Flow (q) from Route 29 165.22 fE(6'-9½), Tr(6'-9½) 120 12.234 Total(Pt)Route 12 5'-0 53'-5½6'-1½ 0.346 0.656 54'-3 1'-1½613 515 1 • • • • • Route 13 • • • • •(See Notes) 1.049 10.32217.99 0.106990 Sprinkler, 17.99 5.6K PO(5'-0) 120 11.324 Total(Pt)Route 13 © M.E.P.CAD 7/11/2024 Page 11AutoSPRINK 2023 v18.1.38.0 1:49:30PMC5-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C5-1 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-FactorElev 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 53'-5½6'-1½ 0.346 0.656 54'-3 1'-1½614 516 1 • • • • • Route 14 • • • • •(See Notes) 1.049 10.32317.99 0.107001 Sprinkler, 17.99 5.6K PO(5'-0) 120 11.325 Total(Pt)Route 14 5'-0 53'-5½6'-1½ 0.346 0.656 54'-3 1'-1½615 524 1 • • • • • Route 15 • • • • •(See Notes) 1.049 10.32517.99 0.107023 Sprinkler, 17.99 5.6K PO(5'-0) 120 53'-5½8'-0 0.003 53'-5½8'-0524 525 4 4.260 11.32817.35 0.000405 Flow (q) from Route 32 35.35 120 53'-5½8'-0 0.007 53'-5½8'-0525 526 4 4.260 11.33118.00 0.000868 Flow (q) from Route 17 53.34 120 53'-5½8'-0 0.012 53'-5½8'-0526 527 4 4.260 11.33818.00 0.001486 Flow (q) from Route 19 71.35 120 53'-5½8'-0 0.018 53'-5½8'-0527 528 4 4.260 11.35018.01 0.002254 Flow (q) from Route 20 89.36 120 53'-5½8'-0 0.025 53'-5½8'-0528 529 4 4.260 11.36818.03 0.003167 Flow (q) from Route 22 107.39 120 53'-5½8'-0 0.034 53'-5½8'-0529 530 4 4.260 11.39318.05 0.004222 Flow (q) from Route 24 125.43 120 53'-5½8'-0 0.043 53'-5½8'-0530 531 4 4.260 11.42718.08 0.005416 Flow (q) from Route 26 143.51 120 53'-5½8'-0 0.054 53'-5½8'-0531 532 4 4.260 11.47018.11 0.006748 Flow (q) from Route 28 161.62 120 53'-5½8'-0 0.066 53'-5½8'-0532 533 4 4.260 11.52418.16 0.008216 Flow (q) from Route 30 179.78 120 © M.E.P.CAD 7/11/2024 Page 12AutoSPRINK 2023 v18.1.38.0 1:49:30PMC5-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C5-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 22'-9½ 53'-5½113'-9½1.118 53'-5½90'-11¾533 513 4 (See Notes) 4.260 11.59018.21 0.009822 Flow (q) from Route 31 197.98 fE(6'-9½), fT(16'-0) 120 12.707 Total(Pt)Route 15 5'-0 53'-5½6'-1½ 0.346 0.656 54'-3 1'-1½616 517 1 • • • • • Route 16 • • • • •(See Notes) 1.049 10.32718.00 0.107037 Sprinkler, 18.00 5.6K PO(5'-0) 120 11.329 Total(Pt)Route 16 5'-0 53'-5½6'-1½ 0.346 0.656 54'-3 1'-1½617 525 1 • • • • • Route 17 • • • • •(See Notes) 1.049 10.32818.00 0.107052 Sprinkler, 18.00 5.6K PO(5'-0) 120 11.331 Total(Pt)Route 17 5'-0 53'-5½6'-1½ 0.346 0.657 54'-3 1'-1½618 518 1 • • • • • Route 18 • • • • •(See Notes) 1.049 10.33418.00 0.107107 Sprinkler, 18.00 5.6K PO(5'-0) 120 11.337 Total(Pt)Route 18 5'-0 53'-5½6'-1½ 0.346 0.657 54'-3 1'-1½619 526 1 • • • • • Route 19 • • • • •(See Notes) 1.049 10.33518.00 0.107115 Sprinkler, 18.00 5.6K PO(5'-0) 120 11.338 Total(Pt)Route 19 5'-0 53'-5½6'-1½ 0.346 0.657 54'-3 1'-1½620 527 1 • • • • • Route 20 • • • • •(See Notes) 1.049 10.34618.01 0.107223 Sprinkler, 18.01 5.6K PO(5'-0) 120 11.350 Total(Pt)Route 20 5'-0 53'-5½6'-1½ 0.346 0.657 54'-3 1'-1½621 519 1 • • • • • Route 21 • • • • •(See Notes) 1.049 10.34618.01 0.107225 Sprinkler, 18.01 5.6K PO(5'-0) 120 11.350 Total(Pt)Route 21 5'-0 53'-5½6'-1½ 0.346 0.658 54'-3 1'-1½622 528 1 • • • • • Route 22 • • • • •(See Notes) 1.049 10.36318.03 0.107386 Sprinkler, 18.03 5.6K PO(5'-0) 120 11.368 Total(Pt)Route 22 © M.E.P.CAD 7/11/2024 Page 13AutoSPRINK 2023 v18.1.38.0 1:49:30PMC5-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C5-1 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-FactorElev 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 53'-5½6'-1½ 0.346 0.658 54'-3 1'-1½623 520 1 • • • • • Route 23 • • • • •(See Notes) 1.049 10.36518.03 0.107401 Sprinkler, 18.03 5.6K PO(5'-0) 120 11.369 Total(Pt)Route 23 5'-0 53'-5½6'-1½ 0.346 0.660 54'-3 1'-1½624 529 1 • • • • • Route 24 • • • • •(See Notes) 1.049 10.38718.05 0.107615 Sprinkler, 18.05 5.6K PO(5'-0) 120 11.393 Total(Pt)Route 24 5'-0 53'-5½6'-1½ 0.346 0.660 54'-3 1'-1½625 521 1 • • • • • Route 25 • • • • •(See Notes) 1.049 10.39018.05 0.107645 Sprinkler, 18.05 5.6K PO(5'-0) 120 11.396 Total(Pt)Route 25 5'-0 53'-5½6'-1½ 0.346 0.662 54'-3 1'-1½626 530 1 • • • • • Route 26 • • • • •(See Notes) 1.049 10.41918.08 0.107921 Sprinkler, 18.08 5.6K PO(5'-0) 120 11.427 Total(Pt)Route 26 5'-0 53'-5½6'-1½ 0.346 0.662 54'-3 1'-1½627 522 1 • • • • • Route 27 • • • • •(See Notes) 1.049 10.42418.08 0.107967 Sprinkler, 18.08 5.6K PO(5'-0) 120 11.432 Total(Pt)Route 27 5'-0 53'-5½6'-1½ 0.346 0.664 54'-3 1'-1½628 531 1 • • • • • Route 28 • • • • •(See Notes) 1.049 10.46018.11 0.108313 Sprinkler, 18.11 5.6K PO(5'-0) 120 11.470 Total(Pt)Route 28 5'-0 53'-5½6'-1½ 0.346 0.664 54'-3 1'-1½629 523 1 • • • • • Route 29 • • • • •(See Notes) 1.049 10.46618.12 0.108377 Sprinkler, 18.12 5.6K PO(5'-0) 120 11.477 Total(Pt)Route 29 5'-0 53'-5½6'-1½ 0.346 0.667 54'-3 1'-1½630 532 1 • • • • • Route 30 • • • • •(See Notes) 1.049 10.51118.16 0.108801 Sprinkler, 18.16 5.6K PO(5'-0) 120 11.524 Total(Pt)Route 30 © M.E.P.CAD 7/11/2024 Page 14AutoSPRINK 2023 v18.1.38.0 1:49:30PMC5-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C5-1 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-FactorElev 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 53'-5½6'-1½ 0.346 0.671 54'-3 1'-1½631 533 1 • • • • • Route 31 • • • • •(See Notes) 1.049 10.57318.21 0.109396 Sprinkler, 18.21 5.6K PO(5'-0) 120 11.590 Total(Pt)Route 31 22'-9½ 53'-5½31'-10 3.378 0.000 61'-3 9'-0½501 534 4 • • • • • Route 32 • • • • •(See Notes) 4.260 7.94812.50 0.000003 Flow (q) from Route 1 2.31 fE(6'-9½), fT(16'-0) 120 6'-9½ 53'-5½15'-11½0.002 53'-5½9'-2534 524 4 (See Notes) 4.260 11.32615.04 0.000109 Flow (q) from Route 33 17.35 fE(6'-9½) 120 11.328 Total(Pt)Route 32 13'-7¼ 53'-5½22'-9¼0.002 53'-5½9'-2514 534 4 • • • • • Route 33 • • • • •(See Notes) 4.260 11.3242.95 0.000083 Flow (q) from Route 12 15.04 fE(6'-9½), Tr(6'-9½) 120 11.326 Total(Pt)Route 33 © M.E.P.CAD 7/11/2024 Page 15AutoSPRINK 2023 v18.1.38.0 1:49:30PMC5-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: C5-1 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 7/11/2024 Page 16AutoSPRINK 2023 v18.1.38.0 1:49:30PMC5-1 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, EMERSON HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-EMERSON HOUSE FP103-P GREG Calculation Date: 7/11/2024 for Design Remote Area Location: FM HC-1 Area of Application: 1507ft² (Actual 881ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 10 EMERSON HOUSE 3RD FLOOR 3Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Sidewall No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 989250.00 (including Hose Streams where applicable):Total Water Required 60.648@410.78From Water Supply at Node 989:(Safety Margin = 40.490) Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 SARAH FREDERICKS : Notes: 7/11/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 11:18:57AM3 Hydraulic Graph Water Supply Node: 989 Job Name: SMITH COLLEGE Remote Area Number: 3 Date: 7/11/2024 Summary Sheet N 1.85 Static:105.000 Residual:95.000 Flowing:687.00 Available Flow @ 20 PSI:2181.94 Supply: © M.E.P.CAD 7/11/2024 Page 2AutoSPRINK 2023 v18.1.38.0 11:18:59AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: FM HC-1 (3) Job Number: 2023-0428 Coverage (Foot) Sprinkler 301 20.03 14.82 5.6K 12.792 0.20gpm/ft²98ft² Sprinkler 302 17.79 14.82 5.6K 10.090 0.18gpm/ft²98ft² Sprinkler 303 16.60 14.82 5.6K 8.786 0.17gpm/ft²98ft² Sprinkler 304 15.84 14.82 5.6K 8.000 0.16gpm/ft²98ft² Sprinkler 305 15.12 14.82 5.6K 7.291 0.15gpm/ft²98ft² Sprinkler 306 14.82 14.82 5.6K 7.000 0.15gpm/ft²98ft² Sprinkler 307 14.86 14.82 5.6K 7.041 0.15gpm/ft²98ft² Sprinkler 308 14.88 14.82 5.6K 7.061 0.15gpm/ft²98ft² Sprinkler 309 15.05 14.82 5.6K 7.224 0.15gpm/ft²98ft² Sprinkler 310 15.80 14.82 5.6K 7.962 0.16gpm/ft²98ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/11/2024 Page 3AutoSPRINK 2023 v18.1.38.0 11:19:01AM Job Name: SMITH COLLEGE Remote Area Number: 3 Date: 7/11/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 95.000989 60.648410.78687.00 101.138105.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 39'-8½20.0312.792Sprinkler301 Coverage: 98ft² Density: 0.20gpm/ft² 39'-10½17.7910.090Sprinkler302 Coverage: 98ft² Density: 0.18gpm/ft² 39'-10½16.608.786Sprinkler303 Coverage: 98ft² Density: 0.17gpm/ft² 39'-10½15.848.000Sprinkler304 Coverage: 98ft² Density: 0.16gpm/ft² 39'-10½15.127.291Sprinkler305 Coverage: 98ft² Density: 0.15gpm/ft² 39'-11¾14.827.000Sprinkler306 Coverage: 98ft² Density: 0.15gpm/ft² 39'-10 14.867.041Sprinkler307 Coverage: 98ft² Density: 0.15gpm/ft² 39'-10½14.887.061Sprinkler308 Coverage: 98ft² Density: 0.15gpm/ft² 39'-11 15.057.224Sprinkler309 Coverage: 98ft² Density: 0.15gpm/ft² 40'-0¼15.807.962Sprinkler310 Coverage: 98ft² Density: 0.16gpm/ft² -4'-5 160.7860.648Supply989 36'-1½41.25610 40'-0 29.51111 40'-0 24.38312 39'-8½20.15213 39'-8½16.31514 39'-10½12.91815 39'-10½11.27516 © M.E.P.CAD 7/11/2024 Page 4AutoSPRINK 2023 v18.1.38.0 11:19:03AM Job Name: SMITH COLLEGE Remote Area Number: 3 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 39'-10½10.28217 39'-10¾9.37418 39'-11¾9.01719 39'-10 9.06920 39'-10 9.11021 39'-11 9.30122 39'-11¾10.25523 39'-10½11.95224 39'-10½13.28525 -3'-2 59.916983 -4'-5 60.647988 © M.E.P.CAD 7/11/2024 Page 5AutoSPRINK 2023 v18.1.38.0 11:19:03AM Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 27'-0 39'-11¾27'-0 -0.000 2.017 39'-11¾0'-0306 19 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(22'-0) 120 5'-1¼ 39'-10¾19'-5¼ 0.039 0.318 39'-11¾14'-4¼19 18 1½(See Notes) 1.610 9.0175.32 0.016361 Flow (q) from Route 2 20.14 2E(2'-6½) 120 5'-1¼ 39'-10½19'-5¼ 0.011 0.897 39'-10¾14'-4¼18 17 1½(See Notes) 1.610 9.37415.12 0.046114 Flow (q) from Route 5 35.26 2E(2'-6½) 120 39'-10½10'-10 0.993 39'-10½10'-1017 16 1½ 1.610 10.28215.84 0.091609 Flow (q) from Route 7 51.10 120 39'-10½10'-8 1.643 39'-10½10'-816 15 1½ 1.610 11.27516.60 0.154153 Flow (q) from Route 8 67.70 120 39'-8½14'-0 0.074 3.323 39'-10½14'-015 14 1½ 1.610 12.91817.79 0.237354 Flow (q) from Route 9 85.48 120 6'-4¼ 39'-8½10'-11½3.837 39'-8½4'-7¼14 13 1½(See Notes) 1.610 16.31520.03 0.350369 Flow (q) from Route 10 105.51 T(6'-4¼) 120 6'-4¼ 40'-0 18'-7½ -0.126 4.357 39'-8½12'-3¼13 12 1½(See Notes) 1.610 20.152 0.23394984.82 T(6'-4¼) 120 6'-4¼ 40'-0 14'-7¾5.128 40'-0 8'-3½12 11 1½(See Notes) 1.610 24.38320.69 0.350369 Flow (q) from Route 13 105.51 T(6'-4¼) 120 40'-1¼ 36'-1½44'-6 1.678 10.067 40'-0 4'-4¾11 10 2 (See Notes) 2.067 29.51155.27 0.226202 cplg(2'-0), Flow (q) from Route 3 160.78 2fE(3'-6), ALV(21'-1¼), PO(10'- 0) 120 128'-7 -3'-2 244'-2 17.029 1.632 36'-1½115'-710 983 4 (See Notes) 4.260 41.256 0.006683160.78 10fE(6'-9½), 2BV(15'-9½), fT(1 6'-0), ALV(13'-0) 120 © M.E.P.CAD 7/11/2024 Page 6AutoSPRINK 2023 v18.1.38.0 11:19:05AM3 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 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 -4'-5 21'-0¾ 0.545 0.185 -3'-2 1'-0¾983 988 4 (See Notes) 4.026 59.916 0.008800160.78 PO(20'-0) 120 -4'-5 2'-5¾0.001 -4'-5 2'-5¾988 989 8 (See Notes) 7.981 60.647 0.000314160.78 Water Supply 120 989 250.00 Hose Allowance At Source 410.78 Route 1Total(Pt) 60.648 27'-0 39'-10 27'-0 2.028 39'-10 0'-0307 20 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.04114.86 0.075110 Sprinkler, 14.86 5.6K PO(5'-0), fd(22'-0) 120 39'-11¾10'-9 -0.067 0.015 39'-10 10'-920 19 1½ 1.610 9.069 0.0013955.32 120 9.017 Total(Pt)Route 2 27'-0 39'-10 27'-0 0.016 2.033 39'-10½0'-0308 21 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.06114.88 0.075303 Sprinkler, 14.88 5.6K PO(5'-0), fd(22'-0) 120 39'-11 9'-7 -0.033 0.224 39'-10 9'-721 22 1½ 1.610 9.1109.54 0.023373 Flow (q) from Route 11 24.42 120 5'-1¼ 39'-11¾17'-4 -0.031 0.985 39'-11 12'-2¾22 23 1½(See Notes) 1.610 9.30115.05 0.056822 Flow (q) from Route 4 39.47 2E(2'-6½) 120 11'-5½ 39'-10½15'-6¾ 0.048 1.649 39'-11¾4'-1¼23 24 1½(See Notes) 1.610 10.25515.80 0.105936 Flow (q) from Route 6 55.27 2E(2'-6½), T(6'-4¼) 120 6'-4¼ 39'-10½20'-4½ -0.000 1.333 39'-10½14'-0½24 25 1½(See Notes) 1.610 11.952 0.06539642.59 T(6'-4¼) 120 © M.E.P.CAD 7/11/2024 Page 7AutoSPRINK 2023 v18.1.38.0 11:19:05AM3 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 38'-3 40'-0 153'-8 -0.052 16.279 39'-10½115'-525 11 1½(See Notes) 1.610 13.28512.69 0.105936 Flow (q) from Route 12 55.27 2T(6'-4¼), 9E(2'-6½), Tr(2'-7¼ ) 120 29.511 Total(Pt)Route 3 27'-0 39'-11 27'-0 0.000 2.077 39'-11 0'-0309 22 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.22415.05 0.076912 Sprinkler, 15.05 5.6K PO(5'-0), fd(22'-0) 120 9.301 Total(Pt)Route 4 27'-0 39'-10¾27'-0 -0.011 2.094 39'-10½0'-0305 18 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.29115.12 0.077569 Sprinkler, 15.12 5.6K PO(5'-0), fd(22'-0) 120 9.374 Total(Pt)Route 5 27'-0 39'-11¾27'-0 0.021 2.272 40'-0¼0'-0310 23 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.96215.80 0.084150 Sprinkler, 15.80 5.6K PO(5'-0), fd(22'-0) 120 10.255 Total(Pt)Route 6 27'-0 39'-10½27'-0 2.282 39'-10½0'-0304 17 1 • • • • • Route 7 • • • • •(See Notes) 1.049 8.00015.84 0.084522 Sprinkler, 15.84 5.6K PO(5'-0), fd(22'-0) 120 10.282 Total(Pt)Route 7 27'-0 39'-10½27'-0 2.489 39'-10½0'-0303 16 1 • • • • • Route 8 • • • • •(See Notes) 1.049 8.78616.60 0.092179 Sprinkler, 16.60 5.6K PO(5'-0), fd(22'-0) 120 11.275 Total(Pt)Route 8 27'-0 39'-10½27'-0 2.829 39'-10½0'-0302 15 1 • • • • • Route 9 • • • • •(See Notes) 1.049 10.09017.79 0.104762 Sprinkler, 17.79 5.6K PO(5'-0), fd(22'-0) 120 12.918 Total(Pt)Route 9 27'-0 39'-8½27'-0 3.523 39'-8½0'-0301 14 1 • • • • • Route 10 • • • • •(See Notes) 1.049 12.79220.03 0.130481 Sprinkler, 20.03 5.6K PO(5'-0), fd(22'-0) 120 16.315 Total(Pt)Route 10 © M.E.P.CAD 7/11/2024 Page 8AutoSPRINK 2023 v18.1.38.0 11:19:05AM3 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 39'-10 10'-3 -0.001 0.042 39'-10 10'-320 21 1½• • • • • Route 11 • • • • • 1.610 9.0695.32 0.004107 Flow (q) from Route 2 9.54 120 9.110 Total(Pt)Route 11 51'-3 39'-10½191'-6¾ -0.000 1.333 39'-10½140'-3¾24 25 1½• • • • • Route 12 • • • • •(See Notes) 1.610 11.952 0.006959 T(6'-4¼) 12.69 9E(2'-6½), 6Tr(2'-7¼), T(6'-4¼ ) 120 13.285 Total(Pt)Route 12 67'-7¼ 40'-0 253'-2½ -0.126 4.357 39'-8½185'-7¼13 12 1½• • • • • Route 13 • • • • •(See Notes) 1.610 20.152 0.017208 T(6'-4¼) 20.69 17E(2'-6½), 2Tr(2'-7¼), 2T(6'- 4¼) 120 24.383 Total(Pt)Route 13 © M.E.P.CAD 7/11/2024 Page 9AutoSPRINK 2023 v18.1.38.0 11:19:05AM3 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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 7/11/2024 Page 10AutoSPRINK 2023 v18.1.38.0 11:19:05AM3 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, EMERSON HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-EMERSON HOUSE FP104-K GREG Calculation Date: 7/11/2024 for Design Remote Area Location: FM HC-1 Area of Application: 1507ft² (Actual 822ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 11 EMERSON HOUSE 4TH FLOOR 4Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Other No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 989250.00 (including Hose Streams where applicable):Total Water Required 73.874@435.06From Water Supply at Node 989:(Safety Margin = 26.831) Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 GREG COOTWARE : Notes: 7/11/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 11:15:18AM4 Hydraulic Graph Water Supply Node: 989 Job Name: SMITH COLLEGE Remote Area Number: 4 Date: 7/11/2024 Summary Sheet N 1.85 Static:105.000 Residual:95.000 Flowing:687.00 Available Flow @ 20 PSI:2181.94 Supply: © M.E.P.CAD 7/11/2024 Page 2AutoSPRINK 2023 v18.1.38.0 11:15:20AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: FM HC-1 (4) Job Number: 2023-0428 Coverage (Foot) Sprinkler 401 23.28 14.82 5.6K 17.275 0.24gpm/ft²98ft² Sprinkler 402 18.73 14.82 5.6K 11.185 0.21gpm/ft²88ft² Sprinkler 403 17.32 14.82 5.6K 9.563 0.18gpm/ft²98ft² Sprinkler 404 16.00 14.82 5.6K 8.162 0.16gpm/ft²98ft² Sprinkler 405 15.68 14.82 5.6K 7.836 0.16gpm/ft²98ft² Sprinkler 406 14.83 14.82 5.6K 7.011 0.15gpm/ft²98ft² Sprinkler 407 14.82 14.82 5.6K 7.000 0.15gpm/ft²98ft² Sprinkler 408 14.87 14.82 5.6K 7.048 0.15gpm/ft²98ft² Sprinkler 409 15.16 14.82 5.6K 7.327 0.15gpm/ft²98ft² Sprinkler 410 16.03 14.82 5.6K 8.197 0.16gpm/ft²98ft² Sprinkler 411 18.36 14.82 5.6K 10.753 0.19gpm/ft²98ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/11/2024 Page 3AutoSPRINK 2023 v18.1.38.0 11:15:21AM Job Name: SMITH COLLEGE Remote Area Number: 4 Date: 7/11/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 95.000989 73.874435.06687.00 100.705105.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 49'-9½23.2817.275Sprinkler401 Coverage: 98ft² Density: 0.24gpm/ft² 49'-9½18.7311.185Sprinkler402 Coverage: 88ft² Density: 0.21gpm/ft² 49'-9½17.329.563Sprinkler403 Coverage: 98ft² Density: 0.18gpm/ft² 49'-9½16.008.162Sprinkler404 Coverage: 98ft² Density: 0.16gpm/ft² 49'-9½15.687.836Sprinkler405 Coverage: 98ft² Density: 0.16gpm/ft² 49'-8½14.837.011Sprinkler406 Coverage: 98ft² Density: 0.15gpm/ft² 49'-8½14.827.000Sprinkler407 Coverage: 98ft² Density: 0.15gpm/ft² 49'-8½14.877.048Sprinkler408 Coverage: 98ft² Density: 0.15gpm/ft² 49'-8½15.167.327Sprinkler409 Coverage: 98ft² Density: 0.15gpm/ft² 49'-8½16.038.197Sprinkler410 Coverage: 98ft² Density: 0.16gpm/ft² 49'-8½18.3610.753Sprinkler411 Coverage: 98ft² Density: 0.19gpm/ft² -4'-5 185.0673.874Supply989 47'-5½48.46630 49'-4½35.63531 49'-4½35.63532 49'-9½12.07933 49'-9½10.33734 49'-9½8.83135 © M.E.P.CAD 7/11/2024 Page 4AutoSPRINK 2023 v18.1.38.0 11:15:24AM Job Name: SMITH COLLEGE Remote Area Number: 4 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 49'-8½7.59236 49'-8½7.58037 49'-8½7.63238 49'-8½7.93239 49'-8½8.86840 49'-8½13.52541 49'-4½17.87142 48'-5 43.806Gauge99 -3'-1¾73.088983 -4'-5 73.873988 © M.E.P.CAD 7/11/2024 Page 5AutoSPRINK 2023 v18.1.38.0 11:15:24AM Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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-FactorElev 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 49'-8½7'-9¼0.580 49'-8½2'-9¼407 37 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0) 120 49'-8½11'-8 0.052 49'-8½11'-837 38 1½ 1.610 7.580 0.0044249.93 120 49'-8½12'-6 0.301 49'-8½12'-638 39 1½ 1.610 7.63214.87 0.024047 Flow (q) from Route 3 24.80 120 2'-7¼ 49'-8½16'-1¼0.936 49'-8½13'-639 40 1½(See Notes) 1.610 7.93215.16 0.058122 Flow (q) from Route 4 39.96 Tr(2'-7¼) 120 5'-1¼ 49'-8½17'-4½1.885 49'-8½12'-3¼40 411 1½(See Notes) 1.610 8.86816.03 0.108492 Flow (q) from Route 6 55.99 2E(2'-6½) 120 8'-0½ 49'-8½15'-1½2.772 49'-8½7'-0¾411 41 1½(See Notes) 1.610 10.75318.36 0.183360 Sprinkler, 74.35 5.6K E(2'-6½), fE(3'-6), cplg(2'-0) 120 28'-6½ 49'-4½77'-4¾ 0.143 4.203 49'-8½48'-10¼41 42 2 (See Notes) 2.067 13.525 0.05430574.35 2fE(3'-6), 2fT(8'-6), E(2'-6½), cplg(2'-0) 120 30'-6 49'-4½96'-10½ -0.001 17.764 49'-4½66'-4½42 32 1½(See Notes) 1.610 17.871 0.18336074.35 4T(6'-4¼), 2E(2'-6½) 120 49'-4½0'-0 0.000 49'-4½0'-032 31 1½ 1.610 35.635110.71 0.990702 Flow (q) from Route 2 185.06 120 24'-7¼ 48'-5 26'-5¼ 0.417 7.755 49'-4½1'-1031 99 2 (See Notes) 2.067 35.635 0.293411185.06 fE(3'-6), ALV(21'-1¼), BOR 120 13'-6 47'-5½14'-5½ 0.417 4.243 48'-5 0'-11½99 30 2 (See Notes) 2.067 43.806 0.293411185.06 fE(3'-6), PO(10'-0) 120 © M.E.P.CAD 7/11/2024 Page 6AutoSPRINK 2023 v18.1.38.0 11:15:26AM4 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 177'-2¼ -3'-1¾309'-3¼ 21.940 2.681 47'-5½132'-130 983 4 (See Notes) 4.260 48.466 0.008669185.06 9fE(8'-11½), 3fE(8'-11¼), 2BV( 15'-9½), fT(21'-0¾), ALV(17'-1 ½) 120 20'-0 -4'-5 21'-0¾ 0.545 0.240 -3'-1¾1'-0¾983 988 4 (See Notes) 4.026 73.088 0.011414185.06 PO(20'-0) 120 -4'-5 2'-5¾0.001 -4'-5 2'-5¾988 989 8 (See Notes) 7.981 73.873 0.000408185.06 Water Supply 120 989 250.00 Hose Allowance At Source 435.06 Route 1Total(Pt) 73.874 5'-0 49'-8½7'-9¼0.581 49'-8½2'-9¼406 36 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.01114.83 0.074813 Sprinkler, 14.83 5.6K PO(5'-0) 120 5'-1¼ 49'-9½17'-8¼ -0.035 0.278 49'-8½12'-736 405 1½(See Notes) 1.610 7.5924.89 0.015730 Flow (q) from Route 9 19.71 2E(2'-6½) 120 5'-1¼ 49'-9½21'-5¼0.995 49'-9½16'-4405 35 1½(See Notes) 1.610 7.83615.68 0.046432 Sprinkler, 35.39 5.6K 2E(2'-6½) 120 2'-7¼ 49'-9½16'-3¼1.506 49'-9½13'-835 34 1½(See Notes) 1.610 8.83116.00 0.092577 Flow (q) from Route 5 51.39 Tr(2'-7¼) 120 49'-9½11'-0 1.743 49'-9½11'-034 33 1½ 1.610 10.33717.32 0.158431 Flow (q) from Route 7 68.70 120 5'-1¼ 49'-9½21'-0 5.195 49'-9½15'-10¾33 401 1½(See Notes) 1.610 12.07918.73 0.247465 Flow (q) from Route 8 87.43 2E(2'-6½) 120 21'-7¾ 49'-4½47'-5¾ 0.177 18.183 49'-9½25'-10401 32 1½(See Notes) 1.610 17.27523.28 0.382954 Sprinkler, 110.71 5.6K 6E(2'-6½), T(6'-4¼) 120 © M.E.P.CAD 7/11/2024 Page 7AutoSPRINK 2023 v18.1.38.0 11:15:26AM4 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 35.635 Total(Pt)Route 2 5'-0 49'-8½7'-9¼0.584 49'-8½2'-9¼408 38 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.04814.87 0.075177 Sprinkler, 14.87 5.6K PO(5'-0) 120 7.632 Total(Pt)Route 3 5'-0 49'-8½7'-9¼0.605 49'-8½2'-9¼409 39 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.32715.16 0.077928 Sprinkler, 15.16 5.6K PO(5'-0) 120 7.932 Total(Pt)Route 4 5'-0 49'-9½7'-9¼0.669 49'-9½2'-9¼404 35 1 • • • • • Route 5 • • • • •(See Notes) 1.049 8.16216.00 0.086106 Sprinkler, 16.00 5.6K PO(5'-0) 120 8.831 Total(Pt)Route 5 5'-0 49'-8½7'-9¼0.671 49'-8½2'-9¼410 40 1 • • • • • Route 6 • • • • •(See Notes) 1.049 8.19716.03 0.086446 Sprinkler, 16.03 5.6K PO(5'-0) 120 8.868 Total(Pt)Route 6 5'-0 49'-9½7'-9¼0.774 49'-9½2'-9¼403 34 1 • • • • • Route 7 • • • • •(See Notes) 1.049 9.56317.32 0.099692 Sprinkler, 17.32 5.6K PO(5'-0) 120 10.337 Total(Pt)Route 7 5'-0 49'-9½7'-9¼0.895 49'-9½2'-9¼402 33 1 • • • • • Route 8 • • • • •(See Notes) 1.049 11.18518.73 0.115239 Sprinkler, 18.73 5.6K PO(5'-0) 120 12.079 Total(Pt)Route 8 49'-8½10'-0 0.012 49'-8½10'-037 36 1½• • • • • Route 9 • • • • • 1.610 7.5809.93 0.001191 Flow (q) from Route 1 4.89 120 7.592 Total(Pt)Route 9 © M.E.P.CAD 7/11/2024 Page 8AutoSPRINK 2023 v18.1.38.0 11:15:26AM4 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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 7/11/2024 Page 9AutoSPRINK 2023 v18.1.38.0 11:15:26AM4 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, EMERSON HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-EMERSON HOUSE FP105-E GREG Calculation Date: 7/11/2024 for Design Remote Area Location: FM HC-1 Area of Application: 1507ft² (Actual 2002ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 30 EMERSON HOUSE ATTIC 5Remote 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 989250.00 (including Hose Streams where applicable):Total Water Required 84.898@799.91From Water Supply at Node 989:(Safety Margin = 10.826) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-906-3689 GREG COOTWARE : Notes: 7/11/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 1:23:43PM5 Hydraulic Graph Water Supply Node: 989 Job Name: SMITH COLLEGE Remote Area Number: 5 Date: 7/11/2024 Summary Sheet N 1.85 Static:105.000 Residual:98.000 Flowing:687.00 Available Flow @ 20 PSI:2645.39 Supply: © M.E.P.CAD 7/11/2024 Page 2AutoSPRINK 2023 v18.1.38.0 1:23:45PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: FM HC-1 (5) Job Number: 2023-0428 Coverage (Foot) Sprinkler 501 22.24 14.82 5.6K 15.765 0.25gpm/ft²90ft² Sprinkler 502 20.92 14.82 5.6K 13.962 0.24gpm/ft²89ft² Sprinkler 503 19.84 14.82 5.6K 12.558 0.22gpm/ft²89ft² Sprinkler 504 18.98 14.82 5.6K 11.490 0.21gpm/ft²89ft² Sprinkler 505 18.32 14.82 5.6K 10.704 0.21gpm/ft²89ft² Sprinkler 506 17.84 14.82 5.6K 10.151 0.20gpm/ft²89ft² Sprinkler 507 17.52 14.82 5.6K 9.784 0.20gpm/ft²89ft² Sprinkler 508 17.33 14.82 5.6K 9.572 0.19gpm/ft²89ft² Sprinkler 509 17.23 14.82 5.6K 9.472 0.19gpm/ft²89ft² Sprinkler 510 17.47 14.82 5.6K 9.731 0.20gpm/ft²89ft² Sprinkler 511 19.21 14.82 5.6K 11.762 0.21gpm/ft²90ft² Sprinkler 512 18.06 14.82 5.6K 10.397 0.20gpm/ft²89ft² Sprinkler 513 17.11 14.82 5.6K 9.335 0.19gpm/ft²89ft² Sprinkler 514 16.35 14.82 5.6K 8.527 0.18gpm/ft²89ft² Sprinkler 515 15.77 14.82 5.6K 7.933 0.18gpm/ft²89ft² Sprinkler 516 15.35 14.82 5.6K 7.515 0.17gpm/ft²89ft² Sprinkler 517 15.06 14.82 5.6K 7.235 0.17gpm/ft²89ft² Sprinkler 518 14.90 14.82 5.6K 7.076 0.17gpm/ft²89ft² Sprinkler 519 14.82 14.82 5.6K 7.000 0.17gpm/ft²89ft² Sprinkler 520 15.02 14.82 5.6K 7.195 0.17gpm/ft²89ft² Sprinkler 521 23.73 14.82 5.6K 17.956 0.26gpm/ft²90ft² Sprinkler 522 22.34 14.82 5.6K 15.915 0.25gpm/ft²89ft² Sprinkler 523 21.20 14.82 5.6K 14.327 0.24gpm/ft²89ft² Sprinkler 524 20.28 14.82 5.6K 13.118 0.23gpm/ft²89ft² Sprinkler 525 19.58 14.82 5.6K 12.227 0.22gpm/ft²89ft² Sprinkler 526 19.07 14.82 5.6K 11.601 0.21gpm/ft²89ft² Sprinkler 527 18.73 14.82 5.6K 11.186 0.21gpm/ft²89ft² Sprinkler 528 18.53 14.82 5.6K 10.946 0.21gpm/ft²89ft² Sprinkler 529 18.43 14.82 5.6K 10.833 0.21gpm/ft²89ft² Sprinkler 530 18.68 14.82 5.6K 11.125 0.21gpm/ft²89ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/11/2024 Page 3AutoSPRINK 2023 v18.1.38.0 1:23:46PM Job Name: SMITH COLLEGE Remote Area Number: 5 Date: 7/11/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 98.000989 84.898799.91687.00 95.724105.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 54'-7 32.31953 54'-7 29.20954 54'-7 28.51755 54'-7 19.44156 54'-7 17.28357 54'-7 15.60258 54'-7 14.32359 54'-7 13.38060 54'-7 12.71761 54'-7 12.28362 54'-7 12.02963 54'-7 11.90864 54'-7 11.87565 63'-0¼13.04266 63'-0¼11.59667 63'-0¼10.47168 63'-0¼9.61569 63'-0¼8.98470 © M.E.P.CAD 7/11/2024 Page 4AutoSPRINK 2023 v18.1.38.0 1:23:49PM Job Name: SMITH COLLEGE Remote Area Number: 5 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 63'-0¼8.54171 63'-0¼8.25172 63'-0¼8.08173 63'-0¼8.00174 63'-0¼7.97875 54'-7 17.12476 54'-7 15.21677 54'-7 13.73078 54'-7 12.60079 54'-7 11.76780 54'-7 11.18181 54'-7 10.79782 54'-7 10.57383 54'-7 10.46684 54'-7 10.43785 -3'-4¼82.625983 -4'-5 84.890988 55'-5½22.2415.765Sprinkler501 Coverage: 90ft² Density: 0.25gpm/ft² 55'-5½20.9213.962Sprinkler502 Coverage: 89ft² Density: 0.24gpm/ft² 55'-5½19.8412.558Sprinkler503 Coverage: 89ft² Density: 0.22gpm/ft² 55'-5½18.9811.490Sprinkler504 Coverage: 89ft² Density: 0.21gpm/ft² 55'-5½18.3210.704Sprinkler505 Coverage: 89ft² Density: 0.21gpm/ft² © M.E.P.CAD 7/11/2024 Page 5AutoSPRINK 2023 v18.1.38.0 1:23:49PM Job Name: SMITH COLLEGE Remote Area Number: 5 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 55'-5½17.8410.151Sprinkler506 Coverage: 89ft² Density: 0.20gpm/ft² 55'-5½17.529.784Sprinkler507 Coverage: 89ft² Density: 0.20gpm/ft² 55'-5½17.339.572Sprinkler508 Coverage: 89ft² Density: 0.19gpm/ft² 55'-5½17.239.472Sprinkler509 Coverage: 89ft² Density: 0.19gpm/ft² 55'-5½17.479.731Sprinkler510 Coverage: 89ft² Density: 0.20gpm/ft² 64'-2¾19.2111.762Sprinkler511 Coverage: 90ft² Density: 0.21gpm/ft² 64'-2¾18.0610.397Sprinkler512 Coverage: 89ft² Density: 0.20gpm/ft² 64'-2¾17.119.335Sprinkler513 Coverage: 89ft² Density: 0.19gpm/ft² 64'-2¾16.358.527Sprinkler514 Coverage: 89ft² Density: 0.18gpm/ft² 64'-2¾15.777.933Sprinkler515 Coverage: 89ft² Density: 0.18gpm/ft² 64'-2¾15.357.515Sprinkler516 Coverage: 89ft² Density: 0.17gpm/ft² 64'-3 15.067.235Sprinkler517 Coverage: 89ft² Density: 0.17gpm/ft² 64'-3 14.907.076Sprinkler518 Coverage: 89ft² Density: 0.17gpm/ft² 64'-3 14.827.000Sprinkler519 Coverage: 89ft² Density: 0.17gpm/ft² 64'-3 15.027.195Sprinkler520 Coverage: 89ft² Density: 0.17gpm/ft² 55'-5¼23.7317.956Sprinkler521 Coverage: 90ft² Density: 0.26gpm/ft² 55'-5¼22.3415.915Sprinkler522 Coverage: 89ft² Density: 0.25gpm/ft² 55'-5¼21.2014.327Sprinkler523 Coverage: 89ft² Density: 0.24gpm/ft² 55'-5¼20.2813.118Sprinkler524 Coverage: 89ft² Density: 0.23gpm/ft² 55'-5¼19.5812.227Sprinkler525 Coverage: 89ft² Density: 0.22gpm/ft² 55'-5¼19.0711.601Sprinkler526 Coverage: 89ft² Density: 0.21gpm/ft² 55'-5½18.7311.186Sprinkler527 Coverage: 89ft² Density: 0.21gpm/ft² © M.E.P.CAD 7/11/2024 Page 6AutoSPRINK 2023 v18.1.38.0 1:23:49PM Job Name: SMITH COLLEGE Remote Area Number: 5 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 55'-5½18.5310.946Sprinkler528 Coverage: 89ft² Density: 0.21gpm/ft² 55'-5½18.4310.833Sprinkler529 Coverage: 89ft² Density: 0.21gpm/ft² 55'-5½18.6811.125Sprinkler530 Coverage: 89ft² Density: 0.21gpm/ft² -4'-5 549.9184.898Supply989 53'-3 35.943Gauge50 54'-2½33.96751 54'-7 33.80252 © M.E.P.CAD 7/11/2024 Page 7AutoSPRINK 2023 v18.1.38.0 1:23:49PM Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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-FactorElev 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 63'-0¼6'-2¾ 0.535 0.466 64'-3 1'-2¾519 74 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0) 120 63'-0¼8'-0 0.080 63'-0¼8'-074 73 2 2.067 8.00115.02 0.010029 Flow (q) from Route 3 29.84 120 63'-0¼8'-0 0.170 63'-0¼8'-073 72 2 2.067 8.08114.90 0.021214 Flow (q) from Route 2 44.73 120 63'-0¼8'-0 0.290 63'-0¼8'-072 71 2 2.067 8.25115.06 0.036291 Flow (q) from Route 4 59.80 120 63'-0¼8'-0 0.443 63'-0¼8'-071 70 2 2.067 8.54115.35 0.055387 Flow (q) from Route 5 75.15 120 63'-0¼8'-0 0.630 63'-0¼8'-070 69 2 2.067 8.98415.77 0.078792 Flow (q) from Route 6 90.92 120 63'-0¼8'-0 0.856 63'-0¼8'-069 68 2 2.067 9.61516.35 0.106996 Flow (q) from Route 7 107.27 120 63'-0¼8'-0 1.126 63'-0¼8'-068 67 2 2.067 10.47117.11 0.140690 Flow (q) from Route 8 124.38 120 63'-0¼8'-0 1.446 63'-0¼8'-067 66 2 2.067 11.59618.06 0.180788 Flow (q) from Route 14 142.44 120 18'-6 54'-7 54'-9 3.658 12.509 63'-0¼36'-366 54 2 (See Notes) 2.067 13.04219.21 0.228451 Flow (q) from Route 22 161.65 fT(8'-6), PO(10'-0) 120 10'-9½ 54'-7 15'-9¼ -0.000 4.594 54'-7 4'-11½54 52 2½(See Notes) 2.635 29.209187.70 0.291385 Flow (q) from Route 9 349.34 fT(10'-9½) 120 © M.E.P.CAD 7/11/2024 Page 8AutoSPRINK 2023 v18.1.38.0 1:23:51PM5 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 54'-2½0'-0 0.165 0.000 54'-7 0'-052 51 2½ 2.635 33.802200.57 0.674524 Flow (q) from Route 16 549.91 120 53'-3 0'-0 0.412 1.564 54'-2½0'-051 50 4 (See Notes) 4.260 33.967 0.065009549.91 ALV(-1.564), BOR 120 203'-6¼ -3'-4¼340'-7½ 24.540 22.143 53'-3 137'-150 983 4 (See Notes) 4.260 35.943 0.065009549.91 9fE(8'-11½), 3fE(8'-11¼), 2BV( 15'-9½), fT(21'-0¾), C(26'-4), ALV(17'-1½) 120 20'-0 -4'-5 21'-0¾ 0.462 1.803 -3'-4¼1'-0¾983 988 4 (See Notes) 4.026 82.625 0.085598549.91 PO(20'-0) 120 -4'-5 2'-5¾0.008 -4'-5 2'-5¾988 989 8 (See Notes) 7.981 84.890 0.003056549.91 Water Supply 120 989 250.00 Hose Allowance At Source 799.91 Route 1Total(Pt) 84.898 5'-0 63'-0¼6'-2¾ 0.535 0.470 64'-3 1'-2¾518 73 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.07614.90 0.075449 Sprinkler, 14.90 5.6K PO(5'-0) 120 8.081 Total(Pt)Route 2 2'-0 63'-0¼3'-2¾ 0.535 0.248 64'-3 1'-2¾520 75 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.19515.02 0.076630 Sprinkler, 15.02 5.6K E(2'-0) 120 63'-0¼8'-0 0.023 63'-0¼8'-075 74 2 2.067 7.978 0.00281815.02 120 8.001 Total(Pt)Route 3 5'-0 63'-0¼6'-2¾ 0.535 0.480 64'-3 1'-2¾517 72 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.23515.06 0.077025 Sprinkler, 15.06 5.6K PO(5'-0) 120 8.251 Total(Pt)Route 4 © M.E.P.CAD 7/11/2024 Page 9AutoSPRINK 2023 v18.1.38.0 1:23:51PM5 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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-FactorElev 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 63'-0¼6'-2¾ 0.529 0.496 64'-2¾1'-2¾516 71 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.51515.35 0.079778 Sprinkler, 15.35 5.6K PO(5'-0) 120 8.541 Total(Pt)Route 5 5'-0 63'-0¼6'-2¾ 0.529 0.522 64'-2¾1'-2¾515 70 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.93315.77 0.083871 Sprinkler, 15.77 5.6K PO(5'-0) 120 8.984 Total(Pt)Route 6 5'-0 63'-0¼6'-2¾ 0.529 0.558 64'-2¾1'-2¾514 69 1 • • • • • Route 7 • • • • •(See Notes) 1.049 8.52716.35 0.089666 Sprinkler, 16.35 5.6K PO(5'-0) 120 9.615 Total(Pt)Route 7 5'-0 63'-0¼6'-2¾ 0.529 0.606 64'-2¾1'-2¾513 68 1 • • • • • Route 8 • • • • •(See Notes) 1.049 9.33517.11 0.097491 Sprinkler, 17.11 5.6K PO(5'-0) 120 10.471 Total(Pt)Route 8 5'-0 54'-7 6'-2¾ 0.378 0.616 55'-5½1'-2¾509 84 1 • • • • • Route 9 • • • • •(See Notes) 1.049 9.47217.23 0.098817 Sprinkler, 17.23 5.6K PO(5'-0) 120 54'-7 8'-0 0.106 54'-7 8'-084 83 2 2.067 10.46617.47 0.013263 Flow (q) from Route 11 34.70 120 54'-7 8'-0 0.224 54'-7 8'-083 82 2 2.067 10.57317.33 0.028054 Flow (q) from Route 10 52.03 120 54'-7 8'-0 0.384 54'-7 8'-082 81 2 2.067 10.79717.52 0.047989 Flow (q) from Route 12 69.55 120 54'-7 8'-0 0.586 54'-7 8'-081 80 2 2.067 11.18117.84 0.073219 Flow (q) from Route 13 87.39 120 © M.E.P.CAD 7/11/2024 Page 10AutoSPRINK 2023 v18.1.38.0 1:23:51PM5 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 54'-7 8'-0 0.833 54'-7 8'-080 79 2 2.067 11.76718.32 0.104124 Flow (q) from Route 15 105.71 120 54'-7 8'-0 1.131 54'-7 8'-079 78 2 2.067 12.60018.98 0.141333 Flow (q) from Route 20 124.69 120 54'-7 8'-0 1.486 54'-7 8'-078 77 2 2.067 13.73019.84 0.185739 Flow (q) from Route 24 144.54 120 54'-7 8'-0 1.908 54'-7 8'-077 76 2 2.067 15.21620.92 0.238524 Flow (q) from Route 26 165.46 120 10'-0 54'-7 37'-9¾ 0.002 11.390 54'-7 27'-9¾76 55 2 (See Notes) 2.067 17.12422.24 0.301187 Flow (q) from Route 28 187.70 PO(10'-0) 120 54'-7 7'-6 0.000 0.692 54'-7 7'-655 54 2½ 2.635 28.517 0.092330187.70 120 29.209 Total(Pt)Route 9 5'-0 54'-7 6'-2¾ 0.378 0.622 55'-5½1'-2¾508 83 1 • • • • • Route 10 • • • • •(See Notes) 1.049 9.57217.33 0.099782 Sprinkler, 17.33 5.6K PO(5'-0) 120 10.573 Total(Pt)Route 10 2'-0 54'-7 3'-2¾ 0.378 0.328 55'-5½1'-2¾510 85 1 • • • • • Route 11 • • • • •(See Notes) 1.049 9.73117.47 0.101310 Sprinkler, 17.47 5.6K E(2'-0) 120 54'-7 8'-0 0.030 54'-7 8'-085 84 2 2.067 10.437 0.00372517.47 120 10.466 Total(Pt)Route 11 5'-0 54'-7 6'-2¾ 0.378 0.635 55'-5½1'-2¾507 82 1 • • • • • Route 12 • • • • •(See Notes) 1.049 9.78417.52 0.101822 Sprinkler, 17.52 5.6K PO(5'-0) 120 © M.E.P.CAD 7/11/2024 Page 11AutoSPRINK 2023 v18.1.38.0 1:23:51PM5 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 10.797 Total(Pt)Route 12 5'-0 54'-7 6'-2¾ 0.374 0.655 55'-5½1'-2¾506 81 1 • • • • • Route 13 • • • • •(See Notes) 1.049 10.15117.84 0.105354 Sprinkler, 17.84 5.6K PO(5'-0) 120 11.181 Total(Pt)Route 13 5'-0 63'-0¼6'-2¾ 0.529 0.670 64'-2¾1'-2¾512 67 1 • • • • • Route 14 • • • • •(See Notes) 1.049 10.39718.06 0.107709 Sprinkler, 18.06 5.6K PO(5'-0) 120 11.596 Total(Pt)Route 14 5'-0 54'-7 6'-2¾ 0.374 0.688 55'-5½1'-2¾505 80 1 • • • • • Route 15 • • • • •(See Notes) 1.049 10.70418.32 0.110650 Sprinkler, 18.32 5.6K PO(5'-0) 120 11.767 Total(Pt)Route 15 5'-0 54'-7 6'-2¾ 0.378 0.697 55'-5½1'-2¾529 64 1 • • • • • Route 16 • • • • •(See Notes) 1.049 10.83318.43 0.111879 Sprinkler, 18.43 5.6K PO(5'-0) 120 54'-7 8'-0 0.120 54'-7 8'-064 63 2 2.067 11.90818.68 0.015014 Flow (q) from Route 18 37.11 120 54'-7 8'-0 0.254 54'-7 8'-063 62 2 2.067 12.02918.53 0.031759 Flow (q) from Route 17 55.64 120 54'-7 8'-0 0.435 54'-7 8'-062 61 2 2.067 12.28318.73 0.054324 Flow (q) from Route 19 74.37 120 54'-7 8'-0 0.663 54'-7 8'-061 60 2 2.067 12.71719.07 0.082877 Flow (q) from Route 21 93.44 120 54'-7 8'-0 0.943 54'-7 8'-060 59 2 2.067 13.38019.58 0.117842 Flow (q) from Route 23 113.02 120 © M.E.P.CAD 7/11/2024 Page 12AutoSPRINK 2023 v18.1.38.0 1:23:51PM5 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 54'-7 8'-0 1.279 54'-7 8'-059 58 2 2.067 14.32320.28 0.159923 Flow (q) from Route 25 133.30 120 54'-7 8'-0 1.681 54'-7 8'-058 57 2 2.067 15.60221.20 0.210120 Flow (q) from Route 27 154.50 120 54'-7 8'-0 2.158 54'-7 8'-057 56 2 2.067 17.28322.34 0.269760 Flow (q) from Route 29 176.84 120 10'-0 54'-7 37'-9¾12.878 54'-7 27'-9¾56 53 2 (See Notes) 2.067 19.44123.73 0.340521 Flow (q) from Route 30 200.57 PO(10'-0) 120 10'-9½ 54'-7 14'-2½1.483 54'-7 3'-4¾53 52 2½(See Notes) 2.635 32.319 0.104388200.57 fT(10'-9½) 120 33.802 Total(Pt)Route 16 5'-0 54'-7 6'-2¾ 0.378 0.704 55'-5½1'-2¾528 63 1 • • • • • Route 17 • • • • •(See Notes) 1.049 10.94618.53 0.112962 Sprinkler, 18.53 5.6K PO(5'-0) 120 12.029 Total(Pt)Route 17 2'-0 54'-7 3'-2¾ 0.378 0.371 55'-5½1'-2¾530 65 1 • • • • • Route 18 • • • • •(See Notes) 1.049 11.12518.68 0.114674 Sprinkler, 18.68 5.6K E(2'-0) 120 54'-7 8'-0 0.034 54'-7 8'-065 64 2 2.067 11.875 0.00421618.68 120 11.908 Total(Pt)Route 18 5'-0 54'-7 6'-2¾ 0.378 0.719 55'-5½1'-2¾527 62 1 • • • • • Route 19 • • • • •(See Notes) 1.049 11.18618.73 0.115249 Sprinkler, 18.73 5.6K PO(5'-0) 120 12.283 Total(Pt)Route 19 © M.E.P.CAD 7/11/2024 Page 13AutoSPRINK 2023 v18.1.38.0 1:23:51PM5 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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-FactorElev 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 54'-7 6'-2¾ 0.374 0.735 55'-5½1'-2¾504 79 1 • • • • • Route 20 • • • • •(See Notes) 1.049 11.49018.98 0.118149 Sprinkler, 18.98 5.6K PO(5'-0) 120 12.600 Total(Pt)Route 20 5'-0 54'-7 6'-2¾ 0.374 0.742 55'-5¼1'-2¾526 61 1 • • • • • Route 21 • • • • •(See Notes) 1.049 11.60119.07 0.119205 Sprinkler, 19.07 5.6K PO(5'-0) 120 12.717 Total(Pt)Route 21 5'-0 63'-0¼6'-2¾ 0.529 0.751 64'-2¾1'-2¾511 66 1 • • • • • Route 22 • • • • •(See Notes) 1.049 11.76219.21 0.120730 Sprinkler, 19.21 5.6K PO(5'-0) 120 13.042 Total(Pt)Route 22 5'-0 54'-7 6'-2¾ 0.374 0.779 55'-5¼1'-2¾525 60 1 • • • • • Route 23 • • • • •(See Notes) 1.049 12.22719.58 0.125144 Sprinkler, 19.58 5.6K PO(5'-0) 120 13.380 Total(Pt)Route 23 5'-0 54'-7 6'-2¾ 0.374 0.798 55'-5½1'-2¾503 78 1 • • • • • Route 24 • • • • •(See Notes) 1.049 12.55819.84 0.128270 Sprinkler, 19.84 5.6K PO(5'-0) 120 13.730 Total(Pt)Route 24 5'-0 54'-7 6'-2¾ 0.374 0.831 55'-5¼1'-2¾524 59 1 • • • • • Route 25 • • • • •(See Notes) 1.049 13.11820.28 0.133551 Sprinkler, 20.28 5.6K PO(5'-0) 120 14.323 Total(Pt)Route 25 5'-0 54'-7 6'-2¾ 0.374 0.880 55'-5½1'-2¾502 77 1 • • • • • Route 26 • • • • •(See Notes) 1.049 13.96220.92 0.141479 Sprinkler, 20.92 5.6K PO(5'-0) 120 15.216 Total(Pt)Route 26 5'-0 54'-7 6'-2¾ 0.374 0.901 55'-5¼1'-2¾523 58 1 • • • • • Route 27 • • • • •(See Notes) 1.049 14.32721.20 0.144896 Sprinkler, 21.20 5.6K PO(5'-0) 120 15.602 Total(Pt)Route 27 © M.E.P.CAD 7/11/2024 Page 14AutoSPRINK 2023 v18.1.38.0 1:23:51PM5 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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-FactorElev 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 54'-7 6'-2¾ 0.374 0.985 55'-5½1'-2¾501 76 1 • • • • • Route 28 • • • • •(See Notes) 1.049 15.76522.24 0.158306 Sprinkler, 22.24 5.6K PO(5'-0) 120 17.124 Total(Pt)Route 28 5'-0 54'-7 6'-2¾ 0.374 0.994 55'-5¼1'-2¾522 57 1 • • • • • Route 29 • • • • •(See Notes) 1.049 15.91522.34 0.159701 Sprinkler, 22.34 5.6K PO(5'-0) 120 17.283 Total(Pt)Route 29 5'-0 54'-7 6'-2¾ 0.374 1.111 55'-5¼1'-2¾521 56 1 • • • • • Route 30 • • • • •(See Notes) 1.049 17.95623.73 0.178556 Sprinkler, 23.73 5.6K PO(5'-0) 120 19.441 Total(Pt)Route 30 © M.E.P.CAD 7/11/2024 Page 15AutoSPRINK 2023 v18.1.38.0 1:23:51PM5 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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 7/11/2024 Page 16AutoSPRINK 2023 v18.1.38.0 1:23:51PM5 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, GARDINER HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-GARDINER HOUSE FP103-L.cad Calculation Date: 7/11/2024 for Design Remote Area Location: Light Hazard Area of Application: 1500ft² (Actual 1151ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 14 GARDINER LEVEL 3 3-1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Sidewall No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 999250.00 (including Hose Streams where applicable):Total Water Required 39.802@471.34From Water Supply at Node 999:(Safety Margin = 4.573) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 SARAH FREDERICKS : N/A N/A Right:Left:Automatic peaking results Notes: 7/11/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 9:58:22AM3-1 Hydraulic Graph Water Supply Node: 999 Job Name: SMITH COLLEGE Remote Area Number: 3-1 Date: 7/11/2024 Summary Sheet N 1.85 Static:95.000 Residual:36.000 Flowing:512.00 Available Flow @ 20 PSI:582.83 Supply: © M.E.P.CAD 7/11/2024 Page 2AutoSPRINK 2023 v18.1.38.0 9:58:24AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Light Hazard (3-1) Job Number: 2023-0428 Coverage (Foot) Sprinkler 3000 14.82 14.82 5.6K 7.000 0.15gpm/ft²96ft² Sprinkler 3001 14.82 14.82 5.6K 7.000 0.15gpm/ft²96ft² Sprinkler 3002 14.87 14.82 5.6K 7.052 0.18gpm/ft²82ft² Sprinkler 3003 15.01 14.82 5.6K 7.185 0.17gpm/ft²89ft² Sprinkler 3004 15.32 14.82 5.6K 7.485 0.17gpm/ft²89ft² Sprinkler 3005 15.38 14.82 5.6K 7.547 0.19gpm/ft²83ft² Sprinkler 3006 15.85 14.82 5.6K 8.007 0.18gpm/ft²88ft² Sprinkler 3007 15.97 14.82 5.6K 8.129 0.18gpm/ft²88ft² Sprinkler 3008 16.28 14.82 5.6K 8.453 0.19gpm/ft²86ft² Sprinkler 3009 16.30 14.82 5.6K 8.469 0.19gpm/ft²88ft² Sprinkler 3010 16.53 14.82 5.6K 8.718 0.19gpm/ft²86ft² Sprinkler 3011 16.63 14.82 5.6K 8.819 0.19gpm/ft²88ft² Sprinkler 3012 16.69 14.82 5.6K 8.878 0.19gpm/ft²87ft² Sprinkler 3013 16.88 14.82 5.6K 9.083 0.19gpm/ft²88ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/11/2024 Page 3AutoSPRINK 2023 v18.1.38.0 9:58:26AM Job Name: SMITH COLLEGE Remote Area Number: 3-1 Date: 7/11/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 36.000999 39.802471.34512.00 44.37495.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-4½221.3439.802Supply999 36'-7 14.827.000Sprinkler3000 Coverage: 96ft² Density: 0.15gpm/ft² 36'-7 14.827.000Sprinkler3001 Coverage: 96ft² Density: 0.15gpm/ft² 36'-7 14.877.052Sprinkler3002 Coverage: 82ft² Density: 0.18gpm/ft² 36'-7 15.017.185Sprinkler3003 Coverage: 89ft² Density: 0.17gpm/ft² 36'-7 15.327.485Sprinkler3004 Coverage: 89ft² Density: 0.17gpm/ft² 36'-7 15.387.547Sprinkler3005 Coverage: 83ft² Density: 0.19gpm/ft² 36'-7 15.858.007Sprinkler3006 Coverage: 88ft² Density: 0.18gpm/ft² 36'-7 15.978.129Sprinkler3007 Coverage: 88ft² Density: 0.18gpm/ft² 36'-7 16.288.453Sprinkler3008 Coverage: 86ft² Density: 0.19gpm/ft² 36'-7 16.308.469Sprinkler3009 Coverage: 88ft² Density: 0.19gpm/ft² 36'-7 16.538.718Sprinkler3010 Coverage: 86ft² Density: 0.19gpm/ft² 36'-7 16.638.819Sprinkler3011 Coverage: 88ft² Density: 0.19gpm/ft² 36'-7 16.698.878Sprinkler3012 Coverage: 87ft² Density: 0.19gpm/ft² 36'-7 16.889.083Sprinkler3013 Coverage: 88ft² Density: 0.19gpm/ft² 36'-7 8.614300 36'-7 8.614301 36'-7 8.838302 © M.E.P.CAD 7/11/2024 Page 4AutoSPRINK 2023 v18.1.38.0 9:58:29AM Job Name: SMITH COLLEGE Remote Area Number: 3-1 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 36'-7 9.198303 36'-7 9.202304 36'-7 9.276305 36'-7 9.983306 36'-7 10.374307 36'-7 10.695308 36'-7 11.446309 36'-7 11.972310 36'-7 11.972311 32'-10 14.312Gauge312 36'-7 8.677313 36'-7 9.834314 36'-7 10.158315 36'-7 10.393316 36'-7 10.889317 36'-7 11.137318 -3'-7½38.503Gauge991 -5'-4½39.782996 © M.E.P.CAD 7/11/2024 Page 5AutoSPRINK 2023 v18.1.38.0 9:58:29AM Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 36'-7 21'-7¼ 0.000 1.614 36'-7 0'-03000 300 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 36'-7 14'-0 0.000 36'-7 14'-0300 301 2 2.067 8.614 0.0000090.65 120 21'-0 36'-7 75'-4¾0.224 36'-7 54'-4¾301 302 2 (See Notes) 2.067 8.61414.82 0.002975 Flow (q) from Route 2 15.47 6fE(3'-6) 120 16'-8½ 36'-7 34'-6 0.360 36'-7 17'-9½302 303 2 (See Notes) 2.067 8.83815.01 0.010432 Flow (q) from Route 4 30.48 3fE(3'-6), fE(4'-3½), cplg(1'-10 ¾) 120 36'-7 1'-2 0.004 36'-7 1'-2303 304 2½ 2.635 9.198 0.00319830.48 120 36'-7 11'-0 0.075 36'-7 11'-0304 305 2½ 2.635 9.20215.32 0.006793 Flow (q) from Route 5 45.80 120 17'-2 36'-7 60'-10 0.706 36'-7 43'-8305 306 2½(See Notes) 2.635 9.27615.38 0.011608 Flow (q) from Route 6 61.18 4fE(4'-3½) 120 36'-7 21'-11¾0.392 36'-7 21'-11¾306 307 2½ 2.635 9.98315.97 0.017825 Flow (q) from Route 8 77.15 120 36'-7 12'-7½0.321 36'-7 12'-7½307 308 2½ 2.635 10.37416.28 0.025403 Flow (q) from Route 9 93.43 120 8'-7 36'-7 21'-10¼0.751 36'-7 13'-3¼308 309 2½(See Notes) 2.635 10.69516.53 0.034340 Flow (q) from Route 11 109.97 2fE(4'-3½) 120 10'-9½ 36'-7 11'-9¾0.527 36'-7 1'-0¼309 310 2½(See Notes) 2.635 11.44616.63 0.044560 Flow (q) from Route 12 126.60 fT(10'-9½) 120 © M.E.P.CAD 7/11/2024 Page 6AutoSPRINK 2023 v18.1.38.0 9:58:32AM3-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 36'-7 0'-0 0.000 36'-7 0'-0310 311 2½ 2.635 11.97294.74 0.125259 Flow (q) from Route 3 221.34 120 29'-7¼ 32'-10 33'-11 1.627 0.713 36'-7 4'-3¾311 312 4 (See Notes) 4.260 11.972 0.012072221.34 2fE(6'-9½), ***Invalid***(-0.30 3), fT(16'-0), L3 - BOR 120 401'-2 -3'-7½694'-5¾ 15.807 8.384 32'-10 293'-3¾312 991 4 (See Notes) 4.260 14.312 0.012072221.34 11E(13'-2), 3T(26'-4), 4fE(6'-9 ½), 4C(26'-4), BV(15'-9½), fT(1 6'-0), ALV(13'-0), GARD - BOR 120 32'-0 -5'-4½32'-11 0.757 0.523 -3'-7½0'-11991 996 4 (See Notes) 4.026 38.503 0.015896221.34 BV(12'-0), T(20'-0) 120 -5'-4½8'-11¼0.019 -5'-4½8'-11¼996 999 6 (See Notes) 6.065 39.782 0.002161221.34 Water Supply 120 999 250.00 Hose Allowance At Source 471.34 Route 1Total(Pt) 39.802 21'-7¼ 36'-7 21'-7¼ 0.000 1.614 36'-7 0'-03001 301 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.00014.82 0.074704 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 8.614 Total(Pt)Route 2 21'-7¼ 36'-7 21'-7¼ -0.000 1.625 36'-7 0'-03002 313 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.05214.87 0.075221 Sprinkler, 14.87 5.6K PO(5'-0), fd(16'-7¼) 120 24'-6 36'-7 121'-4 1.157 36'-7 96'-10313 314 2 (See Notes) 2.067 8.67714.16 0.009535 Flow (q) from Route 15 29.03 6fE(3'-6), Tr(3'-6) 120 6'-2¼ 36'-7 15'-2 0.324 36'-7 8'-11¾314 315 2 (See Notes) 2.067 9.83415.85 0.021343 Flow (q) from Route 7 44.88 fE(4'-3½), cplg(1'-10¾) 120 © M.E.P.CAD 7/11/2024 Page 7AutoSPRINK 2023 v18.1.38.0 9:58:32AM3-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-10½ 36'-7 36'-0 0.236 36'-7 23'-1½315 316 2½(See Notes) 2.635 10.158 0.00654344.88 3fE(4'-3½) 120 17'-2 36'-7 42'-8½0.496 36'-7 25'-6½316 317 2½(See Notes) 2.635 10.39316.30 0.011605 Flow (q) from Route 10 61.18 4fE(4'-3½) 120 36'-7 13'-8 0.248 36'-7 13'-8317 318 2½ 2.635 10.88916.69 0.018131 Flow (q) from Route 13 77.86 120 19'-4½ 36'-7 32'-0¾0.836 36'-7 12'-8¼318 310 2½(See Notes) 2.635 11.13716.88 0.026064 Flow (q) from Route 14 94.74 2fE(4'-3½), fT(10'-9½) 120 11.972 Total(Pt)Route 3 21'-7¼ 36'-7 21'-7¼1.653 36'-7 0'-03003 302 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.18515.01 0.076528 Sprinkler, 15.01 5.6K PO(5'-0), fd(16'-7¼) 120 8.838 Total(Pt)Route 4 21'-7¼ 36'-7 21'-7¼1.717 36'-7 0'-03004 304 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.48515.32 0.079477 Sprinkler, 15.32 5.6K PO(5'-0), fd(16'-7¼) 120 9.202 Total(Pt)Route 5 21'-7¼ 36'-7 21'-7¼1.730 36'-7 0'-03005 305 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.54715.38 0.080083 Sprinkler, 15.38 5.6K PO(5'-0), fd(16'-7¼) 120 9.276 Total(Pt)Route 6 21'-7¼ 36'-7 21'-7¼1.827 36'-7 0'-03006 314 1 • • • • • Route 7 • • • • •(See Notes) 1.049 8.00715.85 0.084592 Sprinkler, 15.85 5.6K PO(5'-0), fd(16'-7¼) 120 9.834 Total(Pt)Route 7 21'-7¼ 36'-7 21'-7¼ 0.000 1.853 36'-7 0'-03007 306 1 • • • • • Route 8 • • • • •(See Notes) 1.049 8.12915.97 0.085789 Sprinkler, 15.97 5.6K PO(5'-0), fd(16'-7¼) 120 9.983 Total(Pt)Route 8 © M.E.P.CAD 7/11/2024 Page 8AutoSPRINK 2023 v18.1.38.0 9:58:32AM3-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 36'-7 21'-7¼1.921 36'-7 0'-03008 307 1 • • • • • Route 9 • • • • •(See Notes) 1.049 8.45316.28 0.088945 Sprinkler, 16.28 5.6K PO(5'-0), fd(16'-7¼) 120 10.374 Total(Pt)Route 9 21'-7¼ 36'-7 21'-7¼1.925 36'-7 0'-03009 316 1 • • • • • Route 10 • • • • •(See Notes) 1.049 8.46916.30 0.089097 Sprinkler, 16.30 5.6K PO(5'-0), fd(16'-7¼) 120 10.393 Total(Pt)Route 10 21'-7¼ 36'-7 21'-7¼1.977 36'-7 0'-03010 308 1 • • • • • Route 11 • • • • •(See Notes) 1.049 8.71816.53 0.091520 Sprinkler, 16.53 5.6K PO(5'-0), fd(16'-7¼) 120 10.695 Total(Pt)Route 11 28'-4¾ 36'-7 28'-4¾2.627 36'-7 0'-03011 309 1 • • • • • Route 12 • • • • •(See Notes) 1.049 8.81916.63 0.092496 Sprinkler, 16.63 5.6K PO(5'-0), fd(23'-4¾) 120 11.446 Total(Pt)Route 12 21'-7¼ 36'-7 21'-7¼ 0.000 2.010 36'-7 0'-03012 317 1 • • • • • Route 13 • • • • •(See Notes) 1.049 8.87816.69 0.093075 Sprinkler, 16.69 5.6K PO(5'-0), fd(16'-7¼) 120 10.889 Total(Pt)Route 13 21'-7¼ 36'-7 21'-7¼ 0.000 2.053 36'-7 0'-03013 318 1 • • • • • Route 14 • • • • •(See Notes) 1.049 9.08316.88 0.095061 Sprinkler, 16.88 5.6K PO(5'-0), fd(16'-7¼) 120 11.137 Total(Pt)Route 14 36'-7 25'-2 0.064 36'-7 25'-2300 313 2 • • • • • Route 15 • • • • • 2.067 8.6140.65 0.002527 Flow (q) from Route 1 14.16 120 8.677 Total(Pt)Route 15 © M.E.P.CAD 7/11/2024 Page 9AutoSPRINK 2023 v18.1.38.0 9:58:32AM3-1 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3-1 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 7/11/2024 Page 10AutoSPRINK 2023 v18.1.38.0 9:58:32AM3-1 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, GARDINER HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-GARDINER HOUSE FP104-L.cad Calculation Date: 7/10/2024 for Design Remote Area Location: Light Hazard Area of Application: 1500ft² (Actual 1030ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 13 GARDINER LEVEL 4 4-1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Sidewall No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 999250.00 (including Hose Streams where applicable):Total Water Required 42.413@450.95From Water Supply at Node 999:(Safety Margin = 5.939) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 SARAH FREDERICKS : N/A N/A Right:Left:Automatic peaking results Notes: 7/10/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 3:35:22PM4-1 Hydraulic Graph Water Supply Node: 999 Job Name: SMITH COLLEGE Remote Area Number: 4-1 Date: 7/10/2024 Summary Sheet N 1.85 Static:95.000 Residual:36.000 Flowing:512.00 Available Flow @ 20 PSI:582.83 Supply: © M.E.P.CAD 7/10/2024 Page 2AutoSPRINK 2023 v18.1.38.0 3:35:25PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Light Hazard (4-1) Job Number: 2023-0428 Coverage (Foot) Sprinkler 4000 14.82 14.82 5.6K 7.000 0.16gpm/ft²95ft² Sprinkler 4001 14.82 14.82 5.6K 7.001 0.16gpm/ft²95ft² Sprinkler 4002 14.95 14.82 5.6K 7.123 0.16gpm/ft²95ft² Sprinkler 4003 14.95 14.82 5.6K 7.124 0.16gpm/ft²96ft² Sprinkler 4004 14.98 14.82 5.6K 7.152 0.16gpm/ft²95ft² Sprinkler 4005 15.20 14.82 5.6K 7.371 0.25gpm/ft²60ft² Sprinkler 4006 15.27 14.82 5.6K 7.435 0.16gpm/ft²94ft² Sprinkler 4007 15.28 14.82 5.6K 7.441 0.16gpm/ft²93ft² Sprinkler 4008 15.32 14.82 5.6K 7.486 0.24gpm/ft²65ft² Sprinkler 4009 15.88 14.82 5.6K 8.043 0.24gpm/ft²65ft² Sprinkler 4010 16.02 14.82 5.6K 8.189 0.21gpm/ft²78ft² Sprinkler 4011 16.66 14.82 5.6K 8.847 0.17gpm/ft²96ft² Sprinkler 4012 16.81 14.82 5.6K 9.012 0.18gpm/ft²95ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/10/2024 Page 3AutoSPRINK 2023 v18.1.38.0 3:35:27PM Job Name: SMITH COLLEGE Remote Area Number: 4-1 Date: 7/10/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 36.000999 42.413450.95512.00 48.35295.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-4½200.9542.413Supply999 46'-9 14.827.000Sprinkler4000 Coverage: 95ft² Density: 0.16gpm/ft² 46'-9 14.827.001Sprinkler4001 Coverage: 95ft² Density: 0.16gpm/ft² 46'-5½14.957.123Sprinkler4002 Coverage: 95ft² Density: 0.16gpm/ft² 46'-5½14.957.124Sprinkler4003 Coverage: 96ft² Density: 0.16gpm/ft² 46'-9 14.987.152Sprinkler4004 Coverage: 95ft² Density: 0.16gpm/ft² 46'-9 15.207.371Sprinkler4005 Coverage: 60ft² Density: 0.25gpm/ft² 46'-3½15.277.435Sprinkler4006 Coverage: 94ft² Density: 0.16gpm/ft² 46'-9 15.287.441Sprinkler4007 Coverage: 93ft² Density: 0.16gpm/ft² 46'-3½15.327.486Sprinkler4008 Coverage: 65ft² Density: 0.24gpm/ft² 46'-9 15.888.043Sprinkler4009 Coverage: 65ft² Density: 0.24gpm/ft² 46'-9 16.028.189Sprinkler4010 Coverage: 78ft² Density: 0.21gpm/ft² 46'-9 16.668.847Sprinkler4011 Coverage: 96ft² Density: 0.17gpm/ft² 46'-9 16.819.012Sprinkler4012 Coverage: 95ft² Density: 0.18gpm/ft² 46'-9 8.614400 46'-9 8.636401 46'-9 8.797402 46'-9 9.063403 © M.E.P.CAD 7/10/2024 Page 4AutoSPRINK 2023 v18.1.38.0 3:35:30PM Job Name: SMITH COLLEGE Remote Area Number: 4-1 Date: 7/10/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 46'-9 9.148404 46'-9 11.135405 46'-9 11.350406 46'-4½12.826407 42'-6½15.008Gauge408 46'-9 8.614409 46'-3½8.867410 46'-3½8.980411 46'-3½9.078412 46'-9 9.878413 46'-9 10.054414 46'-3½8.836415 46'-3½8.904416 46'-9 8.765417 46'-9 10.851418 46'-9 10.768419 -4'-3¼41.638Gauge991 -5'-4½42.397996 © M.E.P.CAD 7/10/2024 Page 5AutoSPRINK 2023 v18.1.38.0 3:35:30PM Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: 4-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 46'-9 21'-7¼ -0.000 1.614 46'-9 0'-04000 400 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 4'-3½ 46'-9 36'-6 0.023 46'-9 32'-2¼400 401 2½(See Notes) 2.635 8.614 0.00061812.54 fE(4'-3½) 120 21'-6 46'-9 61'-1 0.161 46'-9 39'-7401 402 2½(See Notes) 2.635 8.63614.95 0.002641 Flow (q) from Route 3 27.48 5fE(4'-3½) 120 17'-2½ 46'-9 45'-0¾0.266 46'-9 27'-10¼402 403 2½(See Notes) 2.635 8.79714.98 0.005904 Flow (q) from Route 5 42.46 4fE(4'-3½) 120 46'-9 8'-2 0.085 46'-9 8'-2403 404 2½ 2.635 9.06315.20 0.010401 Flow (q) from Route 6 57.66 120 41'-0 46'-9 123'-7¾1.986 46'-9 82'-7¾404 405 2½(See Notes) 2.635 9.14815.28 0.016066 Flow (q) from Route 8 72.94 2fE(4'-3½), 3fT(10'-9½) 120 4'-3½ 46'-9 6'-8 0.215 46'-9 2'-4¼405 406 2½(See Notes) 2.635 11.13533.47 0.032310 Flow (q) from Route 12 106.41 Tr(4'-3½) 120 8'-7¼ 46'-4½12'-6½ 0.163 1.313 46'-9 3'-11¼406 407 2½(See Notes) 2.635 11.35094.54 0.104750 Flow (q) from Route 2 200.95 2fE(4'-3½) 120 22'-9½ 42'-6½26'-4¼ 1.663 0.520 46'-4½3'-6½407 408 4 (See Notes) 4.260 12.826 0.010096200.95 ALV(-0.254), fE(6'-9½), fT(16'-0 ), L4 - BOR 120 324'-9½ -4'-3¼627'-9¾ 20.291 6.338 42'-6½303'-0¼408 991 4 (See Notes) 4.260 15.008 0.010096200.95 14E(13'-2), 4fE(6'-9½), 2C(26'- 4), 2BV(15'-9½), fT(16'-0), ALV( 13'-0), GARD - BOR 120 20'-0 -5'-4½20'-11 0.481 0.278 -4'-3¼0'-11991 996 4 (See Notes) 4.026 41.638 0.013293200.95 T(20'-0) 120 © M.E.P.CAD 7/10/2024 Page 6AutoSPRINK 2023 v18.1.38.0 3:35:32PM4-1 Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: 4-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit -5'-4½8'-11¼0.016 -5'-4½8'-11¼996 999 6 (See Notes) 6.065 42.397 0.001807200.95 Water Supply 120 999 250.00 Hose Allowance At Source 450.95 Route 1Total(Pt) 42.413 21'-7¼ 46'-9 21'-7¼1.614 46'-9 0'-04001 409 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.00114.82 0.074709 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 17'-2½ 46'-3½49'-5½ 0.199 0.054 46'-9 32'-3¼409 410 2½(See Notes) 2.635 8.6142.28 0.001097 Flow (q) from Route 14 17.10 4fE(4'-3½) 120 4'-3½ 46'-3½32'-3 0.113 46'-3½27'-11½410 411 2½(See Notes) 2.635 8.86714.95 0.003508 Flow (q) from Route 4 32.04 fE(4'-3½) 120 46'-3½13'-6¾0.098 46'-3½13'-6¾411 412 2½ 2.635 8.98015.27 0.007214 Flow (q) from Route 7 47.31 120 32'-3½ 46'-9 82'-4¾ -0.199 0.999 46'-3½50'-1412 413 2½(See Notes) 2.635 9.07815.32 0.012122 Flow (q) from Route 9 62.63 4fE(4'-3½), Tr(4'-3½), fT(10'-9 ½) 120 46'-9 9'-6½0.176 46'-9 9'-6½413 414 2½ 2.635 9.87815.88 0.018413 Flow (q) from Route 10 78.52 120 23'-8½ 46'-9 49'-11 1.296 46'-9 26'-2½414 406 2½(See Notes) 2.635 10.05416.02 0.025963 Flow (q) from Route 11 94.54 3fE(4'-3½), fT(10'-9½) 120 11.350 Total(Pt)Route 2 21'-7¼ 46'-9 21'-7¼ -0.126 1.640 46'-5½0'-04002 401 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.12314.95 0.075915 Sprinkler, 14.95 5.6K PO(5'-0), fd(16'-7¼) 120 8.636 Total(Pt)Route 3 © M.E.P.CAD 7/10/2024 Page 7AutoSPRINK 2023 v18.1.38.0 3:35:32PM4-1 Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: 4-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 46'-3½21'-7¼ 0.072 1.640 46'-5½0'-04003 415 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.12414.95 0.075926 Sprinkler, 14.95 5.6K PO(5'-0), fd(16'-7¼) 120 10'-0 46'-3½11'-1½0.031 46'-3½1'-1½415 410 2 (See Notes) 2.067 8.836 0.00279214.95 PO(10'-0) 120 8.867 Total(Pt)Route 4 21'-7¼ 46'-9 21'-7¼1.646 46'-9 0'-04004 402 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.15214.98 0.076198 Sprinkler, 14.98 5.6K PO(5'-0), fd(16'-7¼) 120 8.797 Total(Pt)Route 5 21'-7¼ 46'-9 21'-7¼ 0.000 1.693 46'-9 0'-04005 403 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.37115.20 0.078358 Sprinkler, 15.20 5.6K PO(5'-0), fd(16'-7¼) 120 9.063 Total(Pt)Route 6 18'-7¼ 46'-3½18'-7¼1.469 46'-3½0'-04006 416 1 • • • • • Route 7 • • • • •(See Notes) 1.049 7.43515.27 0.078988 Sprinkler, 15.27 5.6K E(2'-0), fd(16'-7¼) 120 13'-6 46'-3½26'-2¾0.076 46'-3½12'-8¾416 411 2 (See Notes) 2.067 8.904 0.00290415.27 fE(3'-6), PO(10'-0) 120 8.980 Total(Pt)Route 7 21'-7¼ 46'-9 21'-7¼1.707 46'-9 0'-04007 404 1 • • • • • Route 8 • • • • •(See Notes) 1.049 7.44115.28 0.079047 Sprinkler, 15.28 5.6K PO(5'-0), fd(16'-7¼) 120 9.148 Total(Pt)Route 8 18'-7¼ 46'-9 18'-7¼ -0.199 1.478 46'-3½0'-04008 417 1 • • • • • Route 9 • • • • •(See Notes) 1.049 7.48615.32 0.079485 Sprinkler, 15.32 5.6K E(2'-0), fd(16'-7¼) 120 22'-0 46'-3½39'-1 0.199 0.114 46'-9 17'-1417 412 2 (See Notes) 2.067 8.765 0.00292215.32 fT(8'-6), fE(3'-6), PO(10'-0) 120 9.078 Total(Pt)Route 9 © M.E.P.CAD 7/10/2024 Page 8AutoSPRINK 2023 v18.1.38.0 3:35:32PM4-1 Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: 4-1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 46'-9 21'-7¼ -0.000 1.835 46'-9 0'-04009 413 1 • • • • • Route 10 • • • • •(See Notes) 1.049 8.04315.88 0.084948 Sprinkler, 15.88 5.6K PO(5'-0), fd(16'-7¼) 120 9.878 Total(Pt)Route 10 21'-7¼ 46'-9 21'-7¼ -0.000 1.865 46'-9 0'-04010 414 1 • • • • • Route 11 • • • • •(See Notes) 1.049 8.18916.02 0.086365 Sprinkler, 16.02 5.6K PO(5'-0), fd(16'-7¼) 120 10.054 Total(Pt)Route 11 21'-7¼ 46'-9 21'-7¼ 0.000 2.004 46'-9 0'-04011 418 1 • • • • • Route 12 • • • • •(See Notes) 1.049 8.84716.66 0.092774 Sprinkler, 16.66 5.6K PO(5'-0), fd(16'-7¼) 120 6'-2½ 46'-9 22'-10½ -0.000 0.284 46'-9 16'-8418 405 2 (See Notes) 2.067 10.85116.81 0.012403 Flow (q) from Route 13 33.47 cplg(1'-10¾), Tr(4'-3½) 120 11.135 Total(Pt)Route 12 18'-7¼ 46'-9 18'-7¼ 0.000 1.755 46'-9 0'-04012 419 1 • • • • • Route 13 • • • • •(See Notes) 1.049 9.01216.81 0.094374 Sprinkler, 16.81 5.6K E(2'-0), fd(16'-7¼) 120 46'-9 24'-0½0.083 46'-9 24'-0½419 418 2 2.067 10.768 0.00347016.81 120 10.851 Total(Pt)Route 13 46'-9 24'-2½0.001 46'-9 24'-2½400 409 2½• • • • • Route 14 • • • • • 2.635 8.61412.54 0.000026 Flow (q) from Route 1 2.28 120 8.614 Total(Pt)Route 14 © M.E.P.CAD 7/10/2024 Page 9AutoSPRINK 2023 v18.1.38.0 3:35:32PM4-1 Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: 4-1 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 7/10/2024 Page 10AutoSPRINK 2023 v18.1.38.0 3:35:32PM4-1 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, GARDINER HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-GARDINER HOUSE FP105-F.cad Calculation Date: 7/10/2024 for Design Light Hazard Area of Application: 1500ft² (Actual 633ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 6 GARDINER ATTICRemote 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 999250.00 (including Hose Streams where applicable):Total Water Required 51.127@393.96From Water Supply at Node 999:(Safety Margin = 7.540) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 SARAH FREDERICKS : Notes: 7/10/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 12:17:37PMGARDINER ATTIC Hydraulic Graph Water Supply Node: 999 Job Name: SMITH COLLEGE Remote Area Number: GARDINER ATTIC Date: 7/10/2024 Summary Sheet N 1.85 Static:95.000 Residual:36.000 Flowing:512.00 Available Flow @ 20 PSI:582.83 Supply: © M.E.P.CAD 7/10/2024 Page 2AutoSPRINK 2023 v18.1.38.0 12:17:40PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Light Hazard (GARDINER ATTIC) Job Number: 2023-0428 Coverage (Foot) Sprinkler 51 24.02 24.02 5.6K 18.400 0.13gpm/ft²184ft² Sprinkler 52 24.02 24.02 5.6K 18.401 0.13gpm/ft²184ft² Sprinkler 53 24.02 24.02 5.6K 18.405 0.13gpm/ft²184ft² Sprinkler 54 23.82 14.82 5.6K 18.090 0.37gpm/ft²65ft² Sprinkler 55 24.03 24.02 5.6K 18.417 0.13gpm/ft²184ft² Sprinkler 56 24.04 24.02 5.6K 18.436 0.13gpm/ft²184ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/10/2024 Page 3AutoSPRINK 2023 v18.1.38.0 12:17:42PM Job Name: SMITH COLLEGE Remote Area Number: GARDINER ATTIC Date: 7/10/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 36.000999 51.127393.96512.00 58.66895.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 57'-10¾24.0218.400Sprinkler51 Coverage: 184ft² Density: 0.13gpm/ft² 57'-10¾24.0218.401Sprinkler52 Coverage: 184ft² Density: 0.13gpm/ft² 57'-10¾24.0218.405Sprinkler53 Coverage: 184ft² Density: 0.13gpm/ft² 50'-11 23.8218.090Sprinkler54 Coverage: 65ft² Density: 0.37gpm/ft² 57'-10¾24.0318.417Sprinkler55 Coverage: 184ft² Density: 0.13gpm/ft² 57'-10¾24.0418.436Sprinkler56 Coverage: 184ft² Density: 0.13gpm/ft² -5'-4½143.9651.127Supply999 56'-7 20.130501 56'-7 20.131502 56'-7 20.135503 56'-7 20.136504 56'-7 20.147505 56'-7 20.168506 50'-0½23.844Gauge507 -4'-3¼50.488Gauge991 -5'-4½51.119996 © M.E.P.CAD 7/10/2024 Page 4AutoSPRINK 2023 v18.1.38.0 12:17:46PM Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: GARDINER ATTIC 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-FactorElev 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 56'-7 6'-4 0.575 1.155 57'-10¾1'-451 501 1 • • • • • Route 1 • • • • •(See Notes) 1.049 18.40024.02 0.182634 Sprinkler, 24.02 5.6K PO(5'-0) 120 56'-7 5'-4 0.001 56'-7 5'-4501 502 4 4.260 20.130 0.00019824.02 120 56'-7 5'-4 0.004 56'-7 5'-4502 503 4 4.260 20.13124.02 0.000715 Flow (q) from Route 2 48.04 120 56'-7 1'-0 0.002 56'-7 1'-0503 504 4 4.260 20.13524.02 0.001514 Flow (q) from Route 3 72.07 120 56'-7 4'-4 0.011 56'-7 4'-4504 505 4 4.260 20.13623.82 0.002568 Flow (q) from Route 6 95.89 120 56'-7 5'-4 0.021 56'-7 5'-4505 506 4 4.260 20.14724.03 0.003885 Flow (q) from Route 4 119.92 120 52'-7¾ 50'-0½154'-1 2.836 0.839 56'-7 101'-5½506 507 4 (See Notes) 4.260 20.16824.04 0.005447 Flow (q) from Route 5 143.96 fT(16'-0), 2fE(6'-9½), ALV(23'-0 ½), ATTIC - BOR 120 258'-11½ -4'-3¼569'-5¾ 23.542 3.102 50'-0½310'-6¼507 991 4 (See Notes) 4.260 23.844 0.005447143.96 13E(13'-2), 4fE(6'-9½), 2BV(15 '-9½), fT(16'-0), ALV(13'-0), GARD BOR 120 20'-0 -5'-4½20'-11 0.481 0.150 -4'-3¼0'-11991 996 4 (See Notes) 4.026 50.488 0.007173143.96 T(20'-0) 120 -5'-4½8'-11¼0.009 -5'-4½8'-11¼996 999 6 (See Notes) 6.065 51.119 0.000975143.96 S 120 999 250.00 Hose Allowance At Source 393.96 Route 1Total(Pt) 51.127 © M.E.P.CAD 7/10/2024 Page 5AutoSPRINK 2023 v18.1.38.0 12:17:49PMGARDINER ATTIC Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: GARDINER ATTIC 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-FactorElev 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 56'-7 6'-4 0.575 1.155 57'-10¾1'-452 502 1 • • • • • Route 2 • • • • •(See Notes) 1.049 18.40124.02 0.182643 Sprinkler, 24.02 5.6K PO(5'-0) 120 20.131 Total(Pt)Route 2 5'-0 56'-7 6'-4 0.575 1.156 57'-10¾1'-453 503 1 • • • • • Route 3 • • • • •(See Notes) 1.049 18.40524.02 0.182676 Sprinkler, 24.02 5.6K PO(5'-0) 120 20.135 Total(Pt)Route 3 5'-0 56'-7 6'-4 0.575 1.156 57'-10¾1'-455 505 1 • • • • • Route 4 • • • • •(See Notes) 1.049 18.41724.03 0.182786 Sprinkler, 24.03 5.6K PO(5'-0) 120 20.147 Total(Pt)Route 4 5'-0 56'-7 6'-4 0.575 1.157 57'-10¾1'-456 506 1 • • • • • Route 5 • • • • •(See Notes) 1.049 18.43624.04 0.182965 Sprinkler, 24.04 5.6K PO(5'-0) 120 20.168 Total(Pt)Route 5 11'-0 56'-7 25'-0½ -2.457 4.503 50'-11 14'-0½54 504 1 • • • • • Route 6 • • • • •(See Notes) 1.049 18.09023.82 0.179783 Sprinkler, 23.82 5.6K 3E(2'-0), PO(5'-0) 120 20.136 Total(Pt)Route 6 © M.E.P.CAD 7/10/2024 Page 6AutoSPRINK 2023 v18.1.38.0 12:17:49PMGARDINER ATTIC Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: GARDINER ATTIC 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 7/10/2024 Page 7AutoSPRINK 2023 v18.1.38.0 12:17:49PMGARDINER ATTIC Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, JORDAN HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-JORDAN HOUSE FP103-N Calculation Date: 6/27/2024 for Design Remote Area Location: FM HC-1 Commodity Classification: Area of Application: 471ft² (Actual 471ft²) Coverage per Sprinkler: 80ft² Type of sprinklers calculated: 6 3RD FLOOR FM-HC1 AREA #1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Other No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 989250.00 (including Hose Streams where applicable):Total Water Required 39.709@339.22From Water Supply at Node 989:(Safety Margin = 62.581) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. CITY OF NORTHAMPTONAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 WOLVERINE FIRE PROTECTION CO. : Notes: 6/27/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 2:01:10PMAREA #1 Hydraulic Graph Water Supply Node: 989 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 Date: 6/27/2024 Summary Sheet N 1.85 Static:105.000 Residual:95.000 Flowing:687.00 Available Flow @ 20 PSI:2181.94 Supply: © M.E.P.CAD 6/27/2024 Page 2AutoSPRINK 2023 v18.1.38.0 2:01:11PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: 3RD FLOOR - AREA #1 Job Number: 2023-0428 Coverage (Foot) Sprinkler 1 14.82 8.00 5.6K 7.000 0.19gpm/ft²80ft² Sprinkler 2 14.82 8.00 5.6K 7.000 0.19gpm/ft²80ft² Sprinkler 3 14.90 8.00 5.6K 7.076 0.19gpm/ft²80ft² Sprinkler 4 14.87 8.00 5.6K 7.055 0.19gpm/ft²80ft² Sprinkler 5 14.87 8.00 5.6K 7.054 0.19gpm/ft²80ft² Sprinkler 6 14.95 8.00 5.6K 7.125 0.19gpm/ft²80ft² Most Demanding Sprinkler Data © M.E.P.CAD 6/27/2024 Page 4AutoSPRINK 2023 v18.1.38.0 2:01:33PM Job Name: SMITH COLLEGE Remote Area Number: AREA #1 Date: 6/27/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 95.000989 39.709339.22687.00 102.290105.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 38'-6½14.827.000Sprinkler1 Coverage: 80ft² Density: 0.19gpm/ft² 38'-6½14.827.000Sprinkler2 Coverage: 80ft² Density: 0.19gpm/ft² 38'-6½14.907.076Sprinkler3 Coverage: 80ft² Density: 0.19gpm/ft² 38'-6½14.877.055Sprinkler4 Coverage: 80ft² Density: 0.19gpm/ft² 38'-6½14.877.054Sprinkler5 Coverage: 80ft² Density: 0.19gpm/ft² 38'-6½14.957.125Sprinkler6 Coverage: 80ft² Density: 0.19gpm/ft² -4'-5 89.2239.709Supply989 39'-0½15.636243 39'-0½19.638300 39'-6 16.670301 39'-0½8.397302 39'-0½8.397303 39'-0½8.489304 39'-0½9.435305 39'-0½8.556306 39'-0½8.463307 39'-0½8.463308 39'-0½8.549309 © M.E.P.CAD 6/27/2024 Page 5AutoSPRINK 2023 v18.1.38.0 2:01:14PM Job Name: SMITH COLLEGE Remote Area Number: AREA #1 Date: 6/27/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 39'-0½12.761310 -2'-10½38.981955 © M.E.P.CAD 6/27/2024 Page 6AutoSPRINK 2023 v18.1.38.0 2:01:14PM Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 39'-0½21'-7¼ -0.217 1.614 38'-6½0'-02 303 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 39'-0½10'-0 0.092 39'-0½10'-0303 304 1½ 1.610 8.397 0.00921714.77 120 5'-1¾ 39'-0½28'-3 0.946 39'-0½23'-1¼304 305 1½(See Notes) 1.610 8.48914.90 0.033497 Flow (q) from Route 5 29.66 E(2'-6½), Tr(2'-7¼) 120 9'-7¾ 39'-0½27'-11½3.326 39'-0½18'-3¾305 310 1½(See Notes) 1.610 9.43529.19 0.118974 Flow (q) from Route 3 58.85 3E(2'-6½), cplg(2'-0) 120 35'-0 39'-6 116'-6¾ -0.199 4.107 39'-0½81'-6¾310 301 2 (See Notes) 2.067 12.761 0.03523658.85 9fE(3'-6), Tr(3'-6) 120 24'-0 39'-0½25'-1 0.199 2.769 39'-6 1'-1301 300 2 (See Notes) 2.067 16.67030.37 0.076093 Flow (q) from Route 2 89.22 2f(-0.000), sCV(11'-0), cplg(-0. 861), BV(6'-0), 2fE(3'-6) 120 167'-0 -2'-10½476'-8¾ 18.177 1.128 39'-0½309'-8¾300 956 4 (See Notes) 4.260 19.638 0.002248 cplg(6'-0) 89.22 Tr(6'-9½), 17fE(6'-9½), BV(15'- 9½), fT(16'-0), 2fEE(3'-4¾), *** Invalid***(-0.056), JORDAN-B OR 120 16'-0 -2'-10½17'-3 0.039 -2'-10½1'-3956 955 4 (See Notes) 4.260 38.943 0.00224889.22 T(16'-0) 120 20'-0 -4'-5 21'-6½ 0.664 0.064 -2'-10½1'-6½955 989 4 (See Notes) 4.026 38.981 0.00296089.22 S, T(20'-0) 120 989 250.00 Hose Allowance At Source 339.22 Route 1Total(Pt) 39.709 © M.E.P.CAD 6/27/2024 Page 7AutoSPRINK 2023 v18.1.38.0 2:01:16PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 39'-0½21'-7¼ -0.217 1.614 38'-6½0'-01 302 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 5'-1¾ 39'-0½17'-0½0.159 39'-0½11'-10½302 306 1½(See Notes) 1.610 8.3970.05 0.009332 Flow (q) from Route 7 14.87 E(2'-6½), Tr(2'-7¼) 120 40'-3 39'-0½202'-3¾7.081 39'-0½162'-0¾306 243 1½(See Notes) 1.610 8.55615.51 0.034998 Flow (q) from Route 4 30.37 15E(2'-6½), cplg(2'-0) 120 40'-0 39'-6 118'-10½ -0.199 1.232 39'-0½78'-10½243 301 2 (See Notes) 2.067 15.636 0.01036530.37 2E(3'-6), 7fE(3'-6), fT(8'-6) 120 16.670 Total(Pt)Route 2 21'-7¼ 39'-0½21'-7¼ -0.217 1.625 38'-6½0'-05 308 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.05414.87 0.075240 Sprinkler, 14.87 5.6K PO(5'-0), fd(16'-7¼) 120 39'-0½10'-0 0.086 39'-0½10'-0308 309 1½ 1.610 8.463 0.00861714.24 120 11'-5½ 39'-0½27'-3¼0.886 39'-0½15'-9¾309 305 1½(See Notes) 1.610 8.54914.95 0.032511 Flow (q) from Route 6 29.19 2E(2'-6½), T(6'-4¼) 120 9.435 Total(Pt)Route 3 21'-7¼ 39'-0½21'-7¼ -0.217 1.625 38'-6½0'-04 307 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.05514.87 0.075242 Sprinkler, 14.87 5.6K PO(5'-0), fd(16'-7¼) 120 6'-4¼ 39'-0½9'-2¼0.093 39'-0½2'-10307 306 1½(See Notes) 1.610 8.4630.63 0.010091 Flow (q) from Route 8 15.51 T(6'-4¼) 120 8.556 Total(Pt)Route 4 21'-7¼ 39'-0½21'-7¼ -0.217 1.630 38'-6½0'-03 304 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.07614.90 0.075453 Sprinkler, 14.90 5.6K PO(5'-0), fd(16'-7¼) 120 © M.E.P.CAD 6/27/2024 Page 8AutoSPRINK 2023 v18.1.38.0 2:01:16PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 8.489 Total(Pt)Route 5 21'-7¼ 39'-0½21'-7¼ -0.217 1.640 38'-6½0'-06 309 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.12514.95 0.075941 Sprinkler, 14.95 5.6K PO(5'-0), fd(16'-7¼) 120 8.549 Total(Pt)Route 6 39'-0½10'-0 0.000 39'-0½10'-0303 302 1½• • • • • Route 7 • • • • • 1.610 8.39714.77 0.000000 Flow (q) from Route 1 0.05 120 8.397 Total(Pt)Route 7 39'-0½10'-0 0.000 39'-0½10'-0308 307 1½• • • • • Route 8 • • • • • 1.610 8.46314.24 0.000027 Flow (q) from Route 3 0.63 120 8.463 Total(Pt)Route 8 © M.E.P.CAD 6/27/2024 Page 9AutoSPRINK 2023 v18.1.38.0 2:01:16PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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 6/27/2024 Page 10AutoSPRINK 2023 v18.1.38.0 2:01:16PMAREA #1 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, JORDAN HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-JORDAN HOUSE FP103-N Calculation Date: 6/27/2024 for Design Remote Area Location: FM HC-1 Commodity Classification: Area of Application: 1150ft² (Actual 1150ft²) Coverage per Sprinkler: 98ft² Type of sprinklers calculated: 16 3RD FLOOR FM-HC1 AREA #2Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Sidewall No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 989250.00 (including Hose Streams where applicable):Total Water Required 85.870@551.19From Water Supply at Node 989:(Safety Margin = 12.476) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. CITY OF NORTHAMPTONAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 WOLVERINE FIRE PROTECTION CO. : Notes: 6/27/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 2:02:34PMAREA #2 Hydraulic Graph Water Supply Node: 989 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 Date: 6/27/2024 Summary Sheet N 1.85 Static:105.000 Residual:95.000 Flowing:687.00 Available Flow @ 20 PSI:2181.94 Supply: © M.E.P.CAD 6/27/2024 Page 2AutoSPRINK 2023 v18.1.38.0 2:02:36PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: 3RD FLOOR - AREA #2 Job Number: 2023-0428 Coverage (Foot) Sprinkler 7 16.58 8.80 5.6K 8.767 0.19gpm/ft²88ft² Sprinkler 8 17.54 7.80 5.6K 9.808 0.22gpm/ft²78ft² Sprinkler 9 23.76 9.50 5.6K 18.003 0.25gpm/ft²95ft² Sprinkler 10 25.24 8.30 5.6K 20.319 0.30gpm/ft²83ft² Sprinkler 11 24.71 8.30 5.6K 19.478 0.30gpm/ft²83ft² Sprinkler 12 14.98 8.80 5.6K 7.159 0.17gpm/ft²88ft² Sprinkler 13 14.82 8.80 5.6K 7.000 0.17gpm/ft²88ft² Sprinkler 14 14.82 9.40 5.6K 7.006 0.16gpm/ft²94ft² Sprinkler 15 15.86 9.50 5.6K 8.020 0.17gpm/ft²95ft² Sprinkler 16 16.26 9.10 5.6K 8.435 0.18gpm/ft²91ft² Sprinkler 17 16.25 9.10 5.6K 8.425 0.18gpm/ft²91ft² Sprinkler 18 17.84 8.80 5.6K 10.147 0.20gpm/ft²88ft² Sprinkler 19 17.52 8.80 5.6K 9.785 0.20gpm/ft²88ft² Sprinkler 20 20.19 9.50 5.6K 12.996 0.21gpm/ft²95ft² Sprinkler 21 22.84 6.90 5.6K 16.632 0.33gpm/ft²69ft² Sprinkler 22 21.97 6.90 5.6K 15.393 0.32gpm/ft²69ft² Most Demanding Sprinkler Data © M.E.P.CAD 6/27/2024 Page 4AutoSPRINK 2023 v18.1.38.0 2:03:00PM Job Name: SMITH COLLEGE Remote Area Number: AREA #2 Date: 6/27/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 95.000989 85.870551.19687.00 98.347105.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 39'-0½16.588.767Sprinkler7 Coverage: 88ft² Density: 0.19gpm/ft² 39'-0½17.549.808Sprinkler8 Coverage: 78ft² Density: 0.22gpm/ft² 39'-0½23.7618.003Sprinkler9 Coverage: 95ft² Density: 0.25gpm/ft² 39'-0½25.2420.319Sprinkler10 Coverage: 83ft² Density: 0.30gpm/ft² 39'-0½24.7119.478Sprinkler11 Coverage: 83ft² Density: 0.30gpm/ft² 39'-0½14.987.159Sprinkler12 Coverage: 88ft² Density: 0.17gpm/ft² 39'-0½14.827.000Sprinkler13 Coverage: 88ft² Density: 0.17gpm/ft² 39'-0½14.827.006Sprinkler14 Coverage: 94ft² Density: 0.16gpm/ft² 39'-0½15.868.020Sprinkler15 Coverage: 95ft² Density: 0.17gpm/ft² 39'-0½16.268.435Sprinkler16 Coverage: 91ft² Density: 0.18gpm/ft² 39'-0½16.258.425Sprinkler17 Coverage: 91ft² Density: 0.18gpm/ft² 39'-0½17.8410.147Sprinkler18 Coverage: 88ft² Density: 0.20gpm/ft² 39'-0½17.529.785Sprinkler19 Coverage: 88ft² Density: 0.20gpm/ft² 39'-0½20.1912.996Sprinkler20 Coverage: 95ft² Density: 0.21gpm/ft² 39'-0½22.8416.632Sprinkler21 Coverage: 69ft² Density: 0.33gpm/ft² 39'-0½21.9715.393Sprinkler22 Coverage: 69ft² Density: 0.32gpm/ft² -4'-5 301.1985.870Supply989 39'-0½11.052243 © M.E.P.CAD 6/27/2024 Page 5AutoSPRINK 2023 v18.1.38.0 2:02:39PM Job Name: SMITH COLLEGE Remote Area Number: AREA #2 Date: 6/27/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 39'-0½55.350300 39'-6 28.402301 39'-0½15.687305 39'-0½13.567306 39'-0½19.347310 39'-0½10.754311 39'-0½11.177312 39'-0½21.870313 39'-0½22.971314 39'-0½23.636315 39'-0½11.664316 39'-0½10.340317 39'-0½8.807318 39'-0½8.614319 39'-0½8.621320 39'-0½8.969321 39'-0½9.538322 39'-0½14.435323 39'-0½17.857324 39'-0½12.677325 -2'-10½84.601955 -2'-10½84.233Gauge956 © M.E.P.CAD 6/27/2024 Page 6AutoSPRINK 2023 v18.1.38.0 2:02:39PM Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 39'-0½21'-7¼1.614 39'-0½0'-013 319 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 10'-2½ 39'-0½27'-0½0.193 39'-0½16'-10319 318 1½(See Notes) 1.610 8.614 0.00714012.86 4E(2'-6½) 120 15'-3½ 39'-0½65'-4 -0.000 1.947 39'-0½50'-0¼318 311 1½(See Notes) 1.610 8.80714.98 0.029802 Flow (q) from Route 3 27.85 6E(2'-6½) 120 39'-0½5'-11¾ 0.000 0.423 39'-0½5'-11¾311 312 1½ 1.610 10.75416.58 0.070724 Flow (q) from Route 7 44.43 120 8'-10¾ 39'-0½18'-3¼2.390 39'-0½9'-4¼312 306 1½(See Notes) 1.610 11.17717.54 0.130883 Flow (q) from Route 9 61.97 E(2'-6½), T(6'-4¼) 120 14'-0½ 39'-0½69'-0¼2.120 39'-0½54'-11¾306 305 1½(See Notes) 1.610 13.567 0.030715 T(6'-4¼) 28.30 2E(2'-6½), Tr(2'-7¼) 120 9'-7¾ 39'-0½27'-11½3.659 39'-0½18'-3¾305 310 1½(See Notes) 1.610 15.68733.66 0.130883 Flow (q) from Route 17 61.97 3E(2'-6½), cplg(2'-0) 120 14'-0 39'-0½65'-1 2.523 39'-0½51'-1310 313 2 (See Notes) 2.067 19.347 0.03876361.97 4fE(3'-6) 120 39'-0½15'-7 1.101 39'-0½15'-7313 314 2 2.067 21.87023.76 0.070665 Flow (q) from Route 13 85.73 120 39'-0½5'-10 0.665 39'-0½5'-10314 315 2 2.067 22.97125.24 0.113911 Flow (q) from Route 15 110.97 120 21'-0 39'-6 30'-0½ -0.199 4.965 39'-0½9'-0½315 301 2 (See Notes) 2.067 23.63624.71 0.165242 Flow (q) from Route 14 135.68 5fE(3'-6), Tr(3'-6) 120 © M.E.P.CAD 6/27/2024 Page 7AutoSPRINK 2023 v18.1.38.0 2:02:41PMAREA #2 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 24'-0 39'-0½25'-1 0.199 26.750 39'-6 1'-1301 300 2 (See Notes) 2.067 28.402165.51 0.722432 Flow (q) from Route 2 301.19 2f(-0.000), sCV(11'-0), cplg(-8. 629), BV(6'-0), 2fE(3'-6) 120 167'-0 -2'-10½476'-8¾ 18.177 10.706 39'-0½309'-8¾300 956 4 (See Notes) 4.260 55.350 0.021344 cplg(6'-0) 301.19 Tr(6'-9½), 17fE(6'-9½), BV(15'- 9½), fT(16'-0), 2fEE(3'-4¾), *** Invalid***(-0.531), JORDAN-B OR 120 16'-0 -2'-10½17'-3 0.368 -2'-10½1'-3956 955 4 (See Notes) 4.260 84.233 0.021344301.19 T(16'-0) 120 20'-0 -4'-5 21'-6½ 0.664 0.605 -2'-10½1'-6½955 989 4 (See Notes) 4.026 84.601 0.028104301.19 S, T(20'-0) 120 989 250.00 Hose Allowance At Source 551.19 Route 1Total(Pt) 85.870 21'-7¼ 39'-0½21'-7¼1.615 39'-0½0'-014 320 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.00614.82 0.074763 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 10'-2½ 39'-0½29'-10¼ -0.000 0.348 39'-0½19'-8320 321 1½(See Notes) 1.610 8.6211.95 0.011670 Flow (q) from Route 16 16.78 4E(2'-6½) 120 39'-0½14'-2¾0.568 39'-0½14'-2¾321 322 1½ 1.610 8.96915.86 0.039969 Flow (q) from Route 4 32.63 120 39'-0½9'-6 0.000 0.803 39'-0½9'-6322 317 1½ 1.610 9.53816.26 0.084453 Flow (q) from Route 6 48.90 120 2'-0 39'-0½4'-11½0.712 39'-0½2'-11½317 243 1½(See Notes) 1.610 10.34016.25 0.143614 Flow (q) from Route 5 65.15 cplg(2'-0) 120 © M.E.P.CAD 6/27/2024 Page 8AutoSPRINK 2023 v18.1.38.0 2:02:41PMAREA #2 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 39'-0½14'-4½0.612 39'-0½14'-4½243 316 2 2.067 11.052 0.04253465.15 120 7'-0 39'-0½15'-2¾1.013 39'-0½8'-2¾316 325 2 (See Notes) 2.067 11.66417.84 0.066552 Flow (q) from Route 10 82.99 2E(3'-6) 120 7'-0 39'-0½18'-6½ -0.000 1.759 39'-0½11'-6½325 323 2 (See Notes) 2.067 12.67717.52 0.094847 Flow (q) from Route 8 100.51 2fE(3'-6) 120 39'-0½25'-8½ -0.000 3.421 39'-0½25'-8½323 324 2 2.067 14.43520.19 0.133071 Flow (q) from Route 11 120.70 120 26'-0 39'-6 45'-0¼ -0.199 10.744 39'-0½19'-0¼324 301 2 (See Notes) 2.067 17.85744.81 0.238643 Flow (q) from Route 12 165.51 5fE(3'-6), fT(8'-6) 120 28.402 Total(Pt)Route 2 21'-7¼ 39'-0½21'-7¼1.647 39'-0½0'-012 318 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.15914.98 0.076273 Sprinkler, 14.98 5.6K PO(5'-0), fd(16'-7¼) 120 8.807 Total(Pt)Route 3 7'-0 39'-0½11'-2½ -0.000 0.949 39'-0½4'-2½15 321 1 • • • • • Route 4 • • • • •(See Notes) 1.049 8.02015.86 0.084722 Sprinkler, 15.86 5.6K E(2'-0), PO(5'-0) 120 8.969 Total(Pt)Route 4 21'-7¼ 39'-0½21'-7¼1.915 39'-0½0'-017 317 1 • • • • • Route 5 • • • • •(See Notes) 1.049 8.42516.25 0.088671 Sprinkler, 16.25 5.6K PO(5'-0), fd(16'-7¼) 120 10.340 Total(Pt)Route 5 7'-0 39'-0½12'-5 -0.000 1.103 39'-0½5'-516 322 1 • • • • • Route 6 • • • • •(See Notes) 1.049 8.43516.26 0.088769 Sprinkler, 16.26 5.6K E(2'-0), PO(5'-0) 120 9.538 Total(Pt)Route 6 © M.E.P.CAD 6/27/2024 Page 9AutoSPRINK 2023 v18.1.38.0 2:02:41PMAREA #2 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 39'-0½21'-7¼ -0.000 1.987 39'-0½0'-07 311 1 • • • • • Route 7 • • • • •(See Notes) 1.049 8.76716.58 0.091990 Sprinkler, 16.58 5.6K PO(5'-0), fd(16'-7¼) 120 10.754 Total(Pt)Route 7 28'-4¾ 39'-0½28'-4¾2.892 39'-0½0'-019 325 1 • • • • • Route 8 • • • • •(See Notes) 1.049 9.78517.52 0.101833 Sprinkler, 17.52 5.6K PO(5'-0), fd(23'-4¾) 120 12.677 Total(Pt)Route 8 7'-0 39'-0½13'-5 1.369 39'-0½6'-58 312 1 • • • • • Route 9 • • • • •(See Notes) 1.049 9.80817.54 0.102051 Sprinkler, 17.54 5.6K E(2'-0), PO(5'-0) 120 11.177 Total(Pt)Route 9 7'-0 39'-0½14'-5 0.000 1.517 39'-0½7'-518 316 1 • • • • • Route 10 • • • • •(See Notes) 1.049 10.14717.84 0.105312 Sprinkler, 17.84 5.6K E(2'-0), PO(5'-0) 120 11.664 Total(Pt)Route 10 7'-0 39'-0½10'-10½ 0.000 1.440 39'-0½3'-10½20 323 1 • • • • • Route 11 • • • • •(See Notes) 1.049 12.99620.19 0.132399 Sprinkler, 20.19 5.6K E(2'-0), PO(5'-0) 120 14.435 Total(Pt)Route 11 39'-0½8'-0 -0.000 1.239 39'-0½8'-022 21 1 • • • • • Route 12 • • • • •(See Notes) 1.049 15.39321.97 0.154843 Sprinkler 21.97 5.6K 120 6'-0 39'-0½8'-0½ -0.000 1.225 39'-0½2'-0½21 324 1¼(See Notes) 1.380 16.63222.84 0.152217 Sprinkler, 44.81 5.6K PO(6'-0) 120 17.857 Total(Pt)Route 12 21'-7¼ 39'-0½21'-7¼3.866 39'-0½0'-09 313 1 • • • • • Route 13 • • • • •(See Notes) 1.049 18.00323.76 0.178989 Sprinkler, 23.76 5.6K PO(5'-0), fd(16'-7¼) 120 21.870 Total(Pt)Route 13 © M.E.P.CAD 6/27/2024 Page 10AutoSPRINK 2023 v18.1.38.0 2:02:41PMAREA #2 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 39'-0½21'-7¼4.158 39'-0½0'-011 315 1 • • • • • Route 14 • • • • •(See Notes) 1.049 19.47824.71 0.192506 Sprinkler, 24.71 5.6K PO(5'-0), fd(16'-7¼) 120 23.636 Total(Pt)Route 14 7'-0 39'-0½13'-3 2.652 39'-0½6'-310 314 1 • • • • • Route 15 • • • • •(See Notes) 1.049 20.31925.24 0.200182 Sprinkler, 25.24 5.6K E(2'-0), PO(5'-0) 120 22.971 Total(Pt)Route 15 39'-0½33'-6¼0.007 39'-0½33'-6¼319 320 1½• • • • • Route 16 • • • • • 1.610 8.61412.86 0.000218 Flow (q) from Route 1 1.95 120 8.621 Total(Pt)Route 16 11'-5½ 39'-0½50'-1¼2.120 39'-0½38'-7¾306 305 1½• • • • • Route 17 • • • • •(See Notes) 1.610 13.56728.30 0.042323 Flow (q) from Route 1 33.66 2E(2'-6½), T(6'-4¼) 120 15.687 Total(Pt)Route 17 © M.E.P.CAD 6/27/2024 Page 11AutoSPRINK 2023 v18.1.38.0 2:02:41PMAREA #2 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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 6/27/2024 Page 12AutoSPRINK 2023 v18.1.38.0 2:02:41PMAREA #2 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, JORDAN HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-JORDAN HOUSE FP104-N Calculation Date: 6/27/2024 for Design Remote Area Location: FM HC-1 Commodity Classification: Area of Application: 226ft² (Actual 226ft²) Coverage per Sprinkler: 143ft² Type of sprinklers calculated: 4 4TH FLOOR FM-HC1 AREA #1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Upright, Other No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 989250.00 (including Hose Streams where applicable):Total Water Required 37.866@311.96From Water Supply at Node 989:(Safety Margin = 64.813) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. CITY OF NORTHAMPTONAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-262-2488 WOLVERINE FIRE PROTECTION CO. : Notes: 6/27/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 1:34:24PMAREA #1 Hydraulic Graph Water Supply Node: 989 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 Date: 6/27/2024 Summary Sheet N 1.85 Static:105.000 Residual:95.000 Flowing:687.00 Available Flow @ 20 PSI:2181.94 Supply: © M.E.P.CAD 6/27/2024 Page 2AutoSPRINK 2023 v18.1.38.0 1:34:25PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: 4TH FLOOR - AREA #1 Job Number: 2023-0428 Coverage (Foot) Sprinkler 1 16.15 14.30 5.6K 8.321 0.11gpm/ft²143ft² Sprinkler 2 16.17 14.30 5.6K 8.333 0.11gpm/ft²143ft² Sprinkler 3 14.82 13.30 5.6K 7.000 0.11gpm/ft²133ft² Sprinkler 4 14.82 13.30 5.6K 7.008 0.11gpm/ft²133ft² Most Demanding Sprinkler Data © M.E.P.CAD 6/27/2024 Page 4AutoSPRINK 2023 v18.1.38.0 1:34:46PM Job Name: SMITH COLLEGE Remote Area Number: AREA #1 Date: 6/27/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 95.000989 37.866311.96687.00 102.679105.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 48'-3 16.158.321Sprinkler1 Coverage: 143ft² Density: 0.11gpm/ft² 48'-3 16.178.333Sprinkler2 Coverage: 143ft² Density: 0.11gpm/ft² 47'-10 14.827.000Sprinkler3 Coverage: 133ft² Density: 0.11gpm/ft² 47'-10 14.827.008Sprinkler4 Coverage: 133ft² Density: 0.11gpm/ft² -4'-5 61.9637.866Supply989 48'-8 12.008400 48'-8 11.746401 48'-8 10.967402 48'-8 11.544403 48'-8 10.197404 48'-8 8.290405 48'-8 8.252406 48'-8 8.262407 48'-8 8.631408 48'-8 9.243409 48'-8 8.835410 48'-8 10.196411 48'-3 11.079412 © M.E.P.CAD 6/27/2024 Page 5AutoSPRINK 2023 v18.1.38.0 1:34:28PM Job Name: SMITH COLLEGE Remote Area Number: AREA #1 Date: 6/27/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 48'-3 11.393413 -2'-10½37.169955 -2'-10½37.150Gauge956 © M.E.P.CAD 6/27/2024 Page 6AutoSPRINK 2023 v18.1.38.0 1:34:28PM Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 48'-8 21'-7¼ -0.361 1.614 47'-10 0'-03 406 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 48'-8 9'-6 0.010 48'-8 9'-6406 407 1½ 1.610 8.252 0.0010354.53 120 6'-4¼ 48'-8 24'-3 0.369 48'-8 17'-10¾407 408 1½(See Notes) 1.610 8.26214.82 0.015202 Flow (q) from Route 2 19.35 T(6'-4¼) 120 11'-5½ 48'-8 26'-4¼1.566 48'-8 14'-11408 404 1½(See Notes) 1.610 8.63121.08 0.059410 Flow (q) from Route 3 40.43 2E(2'-6½), T(6'-4¼) 120 11'-5½ 48'-8 55'-3¾0.770 48'-8 43'-10¼404 402 1½(See Notes) 1.610 10.197 0.013918 T(6'-4¼) 18.45 2E(2'-6½) 120 6'-4¼ 48'-8 13'-1½0.779 48'-8 6'-9¼402 401 1½(See Notes) 1.610 10.96721.98 0.059410 Flow (q) from Route 6 40.43 T(6'-4¼) 120 2'-0 48'-8 2'-0 0.000 0.262 48'-8 0'-0401 400 1½(See Notes) 1.610 11.74621.53 0.130865 Flow (q) from Route 4 61.96 cplg(2'-0) 120 42'-6 48'-8 45'-1 2.205 48'-8 2'-7400 959 2 (See Notes) 2.067 12.008 0.03875861.96 2f(-0.000), cplg(-0.458), sCV(1 1'-0), BV(6'-0), fE(3'-6), fT(16'-0 ), cplg(6'-0) 120 170'-2¼ -2'-10½488'-0 22.349 0.588 48'-8 317'-9¾959 956 4 (See Notes) 4.260 14.213 0.00114561.96 2fT(16'-0), 17fE(6'-9½), BV(15' -9½), 2fEE(3'-4¾), ***Invalid** *(-0.029), JORDAN-BOR 120 16'-0 -2'-10½17'-3 0.020 -2'-10½1'-3956 955 4 (See Notes) 4.260 37.150 0.00114561.96 T(16'-0) 120 © M.E.P.CAD 6/27/2024 Page 7AutoSPRINK 2023 v18.1.38.0 1:34:30PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 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 -4'-5 21'-6½ 0.664 0.032 -2'-10½1'-6½955 989 4 (See Notes) 4.026 37.169 0.00150861.96 S, T(20'-0) 120 989 250.00 Hose Allowance At Source 311.96 Route 1Total(Pt) 37.866 21'-7¼ 48'-8 21'-7¼ -0.361 1.615 47'-10 0'-04 407 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.00814.82 0.074783 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 8.262 Total(Pt)Route 2 48'-3 9'-6 0.011 48'-3 9'-61 2 1½• • • • • Route 3 • • • • •(See Notes) 1.610 8.32116.15 0.001204 Sprinkler 4.91 5.6K 120 2'-6½ 48'-8 26'-10¾ -0.181 0.479 48'-3 24'-42 408 1½(See Notes) 1.610 8.33316.17 0.017805 Sprinkler, 21.08 5.6K E(2'-6½) 120 8.631 Total(Pt)Route 3 15'-3 48'-8 26'-9½ -0.181 0.149 48'-3 11'-6½1 405 1½• • • • • Route 4 • • • • •(See Notes) 1.610 8.32116.15 0.005564 Sprinkler, 11.24 5.6K E(2'-6½), 2T(6'-4¼) 120 11'-5½ 48'-8 29'-5¾0.546 48'-8 18'-0¼405 410 1½(See Notes) 1.610 8.29010.29 0.018513 Flow (q) from Route 7 21.53 2E(2'-6½), T(6'-4¼) 120 6'-4¼ 48'-8 66'-0½0.407 48'-8 59'-8¼410 409 1½(See Notes) 1.610 8.835 0.00616611.88 T(6'-4¼) 120 14'-0 48'-8 51'-6¼0.954 48'-8 37'-6¼409 411 1½(See Notes) 1.610 9.2439.65 0.018513 Flow (q) from Route 8 21.53 3E(2'-6½), T(6'-4¼) 120 5'-1¾ 48'-3 123'-10 0.181 0.702 48'-8 118'-8411 412 1½(See Notes) 1.610 10.196 0.00567211.36 E(2'-6½), Tr(2'-7¼) 120 © M.E.P.CAD 6/27/2024 Page 8AutoSPRINK 2023 v18.1.38.0 1:34:30PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 6'-4¼ 48'-3 16'-11½0.314 48'-3 10'-7¼412 413 1½(See Notes) 1.610 11.07910.17 0.018513 Flow (q) from Route 5 21.53 T(6'-4¼) 120 19'-1¼ 48'-8 71'-0 -0.181 0.331 48'-3 51'-10¾413 403 1½(See Notes) 1.610 11.393 0.004669 T(6'-4¼) 10.22 5E(2'-6½) 120 6'-4¼ 48'-8 10'-11 0.202 48'-8 4'-6¾403 401 1½(See Notes) 1.610 11.54411.30 0.018513 Flow (q) from Route 9 21.53 T(6'-4¼) 120 11.746 Total(Pt)Route 4 30'-6½ 48'-3 151'-10¾ 0.181 0.702 48'-8 121'-4411 412 1½• • • • • Route 5 • • • • •(See Notes) 1.610 10.196 0.004624 T(6'-4¼) 10.17 7E(2'-6½), T(6'-4¼) 120 11.079 Total(Pt)Route 5 8'-11½ 48'-8 40'-0 0.770 48'-8 31'-0¾404 402 1½• • • • • Route 6 • • • • •(See Notes) 1.610 10.197 0.019239 Tr(2'-7¼) 21.98 T(6'-4¼) 120 10.967 Total(Pt)Route 6 6'-4¼ 48'-8 7'-11 0.037 48'-8 1'-6¾406 405 1½• • • • • Route 7 • • • • •(See Notes) 1.610 8.2524.53 0.004723 Flow (q) from Route 1 10.29 T(6'-4¼) 120 8.290 Total(Pt)Route 7 20'-4¼ 48'-8 97'-1¾0.407 48'-8 76'-9½410 409 1½• • • • • Route 8 • • • • •(See Notes) 1.610 8.835 0.004192 T(6'-4¼) 9.65 3E(2'-6½), T(6'-4¼) 120 9.243 Total(Pt)Route 8 8'-10¾ 48'-8 58'-11½ -0.181 0.331 48'-3 50'-0¾413 403 1½• • • • • Route 9 • • • • •(See Notes) 1.610 11.39310.22 0.005622 Flow (q) from Route 4 11.30 E(2'-6½), T(6'-4¼) 120 11.544 Total(Pt)Route 9 © M.E.P.CAD 6/27/2024 Page 9AutoSPRINK 2023 v18.1.38.0 1:34:30PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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 6/27/2024 Page 10AutoSPRINK 2023 v18.1.38.0 1:34:30PMAREA #1 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, JORDAN HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-JORDAN HOUSE FP104-O Calculation Date: 7/11/2024 for Design Remote Area Location: FM HC-1 Commodity Classification: Area of Application: 916ft² (Actual 916ft²) Coverage per Sprinkler: 98ft² Type of sprinklers calculated: 11 4TH FLOOR FM-HC1 AREA #2Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Sidewall No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 989250.00 (including Hose Streams where applicable):Total Water Required 75.185@438.87From Water Supply at Node 989:(Safety Margin = 25.450) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. CITY OF NORTHAMPTONAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-262-2488 WOLVERINE FIRE PROTECTION CO. : Notes: 7/11/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.40.0 10:05:23AMAREA #2 Hydraulic Graph Water Supply Node: 989 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 Date: 7/11/2024 Summary Sheet N 1.85 Static:105.000 Residual:95.000 Flowing:687.00 Available Flow @ 20 PSI:2181.94 Supply: © M.E.P.CAD 7/11/2024 Page 2AutoSPRINK 2023 v18.1.40.0 10:05:24AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: 4TH FLOOR - AREA #2 Job Number: 2023-0428 Coverage (Foot) Sprinkler 5 16.19 9.80 5.6K 8.363 0.17gpm/ft²98ft² Sprinkler 6 15.63 9.80 5.6K 7.788 0.16gpm/ft²98ft² Sprinkler 7 14.82 7.00 5.6K 7.000 0.21gpm/ft²70ft² Sprinkler 8 15.47 9.10 5.6K 7.634 0.17gpm/ft²91ft² Sprinkler 9 15.72 9.80 5.6K 7.882 0.16gpm/ft²98ft² Sprinkler 10 15.32 9.80 5.6K 7.482 0.16gpm/ft²98ft² Sprinkler 11 18.61 8.40 5.6K 11.042 0.22gpm/ft²84ft² Sprinkler 12 18.27 7.70 5.6K 10.638 0.24gpm/ft²77ft² Sprinkler 13 17.45 9.80 5.6K 9.713 0.18gpm/ft²98ft² Sprinkler 14 18.87 9.10 5.6K 11.355 0.21gpm/ft²91ft² Sprinkler 15 22.52 9.30 5.6K 16.171 0.24gpm/ft²93ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/11/2024 Page 4AutoSPRINK 2023 v18.1.40.0 10:06:00AM Job Name: SMITH COLLEGE Remote Area Number: AREA #2 Date: 7/11/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 95.000989 75.185438.87687.00 100.635105.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 48'-8 16.198.363Sprinkler5 Coverage: 98ft² Density: 0.17gpm/ft² 48'-8 15.637.788Sprinkler6 Coverage: 98ft² Density: 0.16gpm/ft² 48'-8 14.827.000Sprinkler7 Coverage: 70ft² Density: 0.21gpm/ft² 48'-8 15.477.634Sprinkler8 Coverage: 91ft² Density: 0.17gpm/ft² 48'-8 15.727.882Sprinkler9 Coverage: 98ft² Density: 0.16gpm/ft² 48'-8 15.327.482Sprinkler10 Coverage: 98ft² Density: 0.16gpm/ft² 48'-8 18.6111.042Sprinkler11 Coverage: 84ft² Density: 0.22gpm/ft² 48'-8 18.2710.638Sprinkler12 Coverage: 77ft² Density: 0.24gpm/ft² 48'-8 17.459.713Sprinkler13 Coverage: 98ft² Density: 0.18gpm/ft² 48'-8 18.8711.355Sprinkler14 Coverage: 91ft² Density: 0.21gpm/ft² 48'-8 22.5216.171Sprinkler15 Coverage: 93ft² Density: 0.24gpm/ft² -4'-5 188.8775.185Supply989 48'-8 29.800400 48'-8 27.742401 48'-8 24.453402 48'-8 24.228403 48'-8 21.205404 48'-8 12.460405 © M.E.P.CAD 7/11/2024 Page 5AutoSPRINK 2023 v18.1.40.0 10:05:28AM Job Name: SMITH COLLEGE Remote Area Number: AREA #2 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 48'-8 14.595408 48'-8 9.538409 48'-8 9.752410 48'-8 11.753411 48'-3 16.977412 48'-3 19.116413 48'-8 12.693414 48'-8 13.015415 48'-8 10.266416 48'-8 8.711417 48'-8 8.614418 48'-8 8.612419 48'-8 8.722420 48'-8 9.199421 48'-8 11.897422 48'-8 13.880423 48'-8 19.672424 -2'-10½74.266955 -2'-10½74.111Gauge956 © M.E.P.CAD 7/11/2024 Page 6AutoSPRINK 2023 v18.1.40.0 10:05:28AM Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 48'-8 21'-7¼1.614 48'-8 0'-07 418 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 48'-8 8'-0 0.098 48'-8 8'-0418 417 1½ 1.610 8.6142.38 0.012221 Flow (q) from Route 3 17.20 120 6'-4¼ 48'-8 20'-5½0.827 48'-8 14'-1½417 409 1½(See Notes) 1.610 8.71115.63 0.040406 Flow (q) from Route 4 32.83 T(6'-4¼) 120 7'-7¾ 48'-8 28'-1¾0.727 48'-8 20'-6409 416 1½(See Notes) 1.610 9.538 0.02583025.77 3E(2'-6½) 120 6'-4¼ 48'-8 23'-4½1.488 48'-8 17'-0¼416 411 1½(See Notes) 1.610 10.26616.19 0.063656 Flow (q) from Route 6 41.97 T(6'-4¼) 120 5'-1¾ 48'-3 123'-10 0.181 5.043 48'-8 118'-8411 412 1½(See Notes) 1.610 11.753 0.04072332.97 E(2'-6½), Tr(2'-7¼) 120 48'-3 10'-7¼2.139 48'-3 10'-7¼412 413 1½ 1.610 16.97745.33 0.201743 Flow (q) from Route 7 78.29 120 15'-4¼ 48'-8 67'-3 -0.181 5.293 48'-3 51'-10¾413 403 1½(See Notes) 1.610 19.116 0.078706 Tr(2'-7¼) 47.07 5E(2'-6½) 120 6'-4¼ 48'-8 10'-11 3.514 48'-8 4'-6¾403 401 1½(See Notes) 1.610 24.22853.74 0.322042 Flow (q) from Route 11 100.81 T(6'-4¼) 120 2'-0 48'-8 2'-0 0.000 2.057 48'-8 0'-0401 400 1½(See Notes) 1.610 27.74288.06 1.028735 Flow (q) from Route 2 188.87 cplg(2'-0) 120 42'-6 48'-8 45'-1 17.343 48'-8 2'-7400 959 2 (See Notes) 2.067 29.800 0.304675188.87 2f(-0.000), cplg(-3.608), sCV(1 1'-0), BV(6'-0), fE(3'-6), fT(16'-0 ), cplg(6'-0) 120 © M.E.P.CAD 7/11/2024 Page 7AutoSPRINK 2023 v18.1.40.0 10:05:30AMAREA #2 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 170'-2¼ -2'-10½488'-0 22.349 4.619 48'-8 317'-9¾959 956 4 (See Notes) 4.260 47.143 0.009002188.87 2fT(16'-0), 17fE(6'-9½), BV(15' -9½), 2fEE(3'-4¾), ***Invalid** *(-0.226), JORDAN-BOR 120 16'-0 -2'-10½17'-3 0.155 -2'-10½1'-3956 955 4 (See Notes) 4.260 74.111 0.009002188.87 T(16'-0) 120 20'-0 -4'-5 21'-6½ 0.664 0.255 -2'-10½1'-6½955 989 4 (See Notes) 4.026 74.266 0.011853188.87 S, T(20'-0) 120 989 250.00 Hose Allowance At Source 438.87 Route 1Total(Pt) 75.185 21'-7¼ 48'-8 21'-7¼1.716 48'-8 0'-010 421 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.48215.32 0.079453 Sprinkler, 15.32 5.6K PO(5'-0), fd(16'-7¼) 120 6'-4¼ 48'-8 7'-11 0.553 48'-8 1'-6¾421 410 1½(See Notes) 1.610 9.19928.81 0.069848 Flow (q) from Route 5 44.13 T(6'-4¼) 120 11'-5½ 48'-8 29'-5¾2.708 48'-8 18'-0¼410 405 1½(See Notes) 1.610 9.7527.05 0.091890 Flow (q) from Route 13 51.18 2E(2'-6½), T(6'-4¼) 120 11'-5½ 48'-8 56'-10 2.135 48'-8 45'-4½405 408 1½(See Notes) 1.610 12.460 0.03757231.56 T(6'-4¼), 2E(2'-6½) 120 11'-5½ 48'-8 26'-4¼6.610 48'-8 14'-11408 404 1½(See Notes) 1.610 14.59556.49 0.250732 Flow (q) from Route 8 88.06 2E(2'-6½), T(6'-4¼) 120 11'-5½ 48'-8 55'-3¾3.248 48'-8 43'-10¼404 402 1½(See Notes) 1.610 21.205 0.058739 T(6'-4¼) 40.19 2E(2'-6½) 120 6'-4¼ 48'-8 13'-1½3.289 48'-8 6'-9¼402 401 1½(See Notes) 1.610 24.45347.87 0.250732 Flow (q) from Route 16 88.06 T(6'-4¼) 120 © M.E.P.CAD 7/11/2024 Page 8AutoSPRINK 2023 v18.1.40.0 10:05:30AMAREA #2 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 27.742 Total(Pt)Route 2 7'-0 48'-8 12'-1 0.978 48'-8 5'-18 419 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.63415.47 0.080938 Sprinkler, 15.47 5.6K E(2'-0), PO(5'-0) 120 48'-8 6'-0 0.002 48'-8 6'-0419 418 1½ 1.610 8.612 0.0003162.38 120 8.614 Total(Pt)Route 3 7'-0 48'-8 11'-2½0.923 48'-8 4'-2½6 417 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.78815.63 0.082451 Sprinkler, 15.63 5.6K E(2'-0), PO(5'-0) 120 8.711 Total(Pt)Route 4 7'-0 48'-8 10'-1 0.000 0.841 48'-8 3'-19 420 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.88215.72 0.083368 Sprinkler, 15.72 5.6K E(2'-0), PO(5'-0) 120 48'-8 15'-0 0.476 48'-8 15'-0420 421 1½ 1.610 8.72213.09 0.031739 Flow (q) from Route 14 28.81 120 9.199 Total(Pt)Route 5 21'-7¼ 48'-8 21'-7¼1.902 48'-8 0'-05 416 1 • • • • • Route 6 • • • • •(See Notes) 1.049 8.36316.19 0.088068 Sprinkler, 16.19 5.6K PO(5'-0), fd(16'-7¼) 120 10.266 Total(Pt)Route 6 21'-7¼ 48'-8 21'-7¼2.185 48'-8 0'-013 422 1 • • • • • Route 7 • • • • •(See Notes) 1.049 9.71317.45 0.101139 Sprinkler, 17.45 5.6K PO(5'-0), fd(16'-7¼) 120 48'-8 73'-1½1.982 48'-8 73'-1½422 423 1½ 1.610 11.8979.00 0.027107 Flow (q) from Route 12 26.46 120 14'-0 48'-3 39'-8¾ 0.181 2.916 48'-8 25'-8¾423 412 1½(See Notes) 1.610 13.88018.87 0.073394 Flow (q) from Route 10 45.33 3E(2'-6½), T(6'-4¼) 120 16.977 Total(Pt)Route 7 © M.E.P.CAD 7/11/2024 Page 9AutoSPRINK 2023 v18.1.40.0 10:05:30AMAREA #2 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 48'-8 21'-7¼2.376 48'-8 0'-012 415 1 • • • • • Route 8 • • • • •(See Notes) 1.049 10.63818.27 0.110022 Sprinkler, 18.27 5.6K PO(5'-0), fd(16'-7¼) 120 6'-4¼ 48'-8 14'-3¾1.580 48'-8 7'-11¾415 408 1½(See Notes) 1.610 13.01538.23 0.110308 Flow (q) from Route 9 56.49 T(6'-4¼) 120 14.595 Total(Pt)Route 8 7'-0 48'-8 14'-6 1.651 48'-8 7'-611 414 1 • • • • • Route 9 • • • • •(See Notes) 1.049 11.04218.61 0.113880 Sprinkler, 18.61 5.6K E(2'-0), PO(5'-0) 120 48'-8 6'-0 0.321 48'-8 6'-0414 415 1½ 1.610 12.69319.62 0.053557 Flow (q) from Route 17 38.23 120 13.015 Total(Pt)Route 9 21'-7¼ 48'-8 21'-7¼2.524 48'-8 0'-014 423 1 • • • • • Route 10 • • • • •(See Notes) 1.049 11.35518.87 0.116865 Sprinkler, 18.87 5.6K PO(5'-0), fd(16'-7¼) 120 13.880 Total(Pt)Route 10 21'-7¼ 48'-8 21'-7¼3.501 48'-8 0'-015 424 1 • • • • • Route 11 • • • • •(See Notes) 1.049 16.17122.52 0.162074 Sprinkler, 22.52 5.6K PO(5'-0), fd(16'-7¼) 120 6'-4¼ 48'-8 45'-3½4.556 48'-8 38'-11¼424 403 1½(See Notes) 1.610 19.67231.22 0.100573 Flow (q) from Route 15 53.74 T(6'-4¼) 120 24.228 Total(Pt)Route 11 16'-6½ 48'-8 39'-0¼0.144 48'-8 22'-5¾411 422 1½• • • • • Route 12 • • • • •(See Notes) 1.610 11.753 0.003690 T(6'-4¼) 9.00 4E(2'-6½) 120 11.897 Total(Pt)Route 12 14'-0 48'-8 90'-9½0.213 48'-8 76'-9½409 410 1½• • • • • Route 13 • • • • •(See Notes) 1.610 9.538 0.002349 T(6'-4¼) 7.05 3E(2'-6½) 120 9.752 Total(Pt)Route 13 © M.E.P.CAD 7/11/2024 Page 10AutoSPRINK 2023 v18.1.40.0 10:05:30AMAREA #2 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 48'-8 15'-0 0.111 48'-8 15'-0419 420 1½• • • • • Route 14 • • • • • 1.610 8.6122.38 0.007374 Flow (q) from Route 3 13.09 120 8.722 Total(Pt)Route 14 8'-10¾ 48'-8 20'-0¼ -0.181 0.737 48'-3 11'-1½413 424 1½• • • • • Route 15 • • • • •(See Notes) 1.610 19.116 0.036826 T(6'-4¼) 31.22 E(2'-6½) 120 19.672 Total(Pt)Route 15 8'-11½ 48'-8 40'-0 3.248 48'-8 31'-0¾404 402 1½• • • • • Route 16 • • • • •(See Notes) 1.610 21.205 0.081196 Tr(2'-7¼) 47.87 T(6'-4¼) 120 24.453 Total(Pt)Route 16 48'-8 15'-0 0.234 48'-8 15'-0405 414 1½• • • • • Route 17 • • • • • 1.610 12.46031.56 0.015591 Flow (q) from Route 2 19.62 120 12.693 Total(Pt)Route 17 © M.E.P.CAD 7/11/2024 Page 11AutoSPRINK 2023 v18.1.40.0 10:05:30AMAREA #2 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #2 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 7/11/2024 Page 12AutoSPRINK 2023 v18.1.40.0 10:05:30AMAREA #2 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, JORDAN HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-JORDAN HOUSE FP105-D Calculation Date: 6/27/2024 for Design Remote Area Location: FM HC-1 Commodity Classification: Area of Application: 1950ft² (Actual 1954ft²) Coverage per Sprinkler: 77ft² Type of sprinklers calculated: 34 ATTIC FLOOR FM-HC1 AREA #1Remote 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 989250.00 (including Hose Streams where applicable):Total Water Required 80.813@813.84From Water Supply at Node 989:(Safety Margin = 10.506) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. CITY OF NORTHAMPTONAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-906-3689 WOLVERINE FIRE PROTECTION CO. : Notes: 6/27/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 3:35:12PMAREA #1 Hydraulic Graph Water Supply Node: 989 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 Date: 6/27/2024 Summary Sheet N 1.85 Static:105.000 Residual:95.000 Flowing:687.00 Available Flow @ 20 PSI:2181.94 Supply: © M.E.P.CAD 6/27/2024 Page 2AutoSPRINK 2023 v18.1.38.0 3:35:13PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: ATTIC FLOOR - AREA #1 Job Number: 2023-0428 Coverage (Foot) Sprinkler 1 17.44 7.70 5.6K 9.703 0.23gpm/ft²77ft² Sprinkler 2 17.44 7.70 5.6K 9.703 0.23gpm/ft²77ft² Sprinkler 3 17.44 7.70 5.6K 9.704 0.23gpm/ft²77ft² Sprinkler 4 17.45 7.70 5.6K 9.708 0.23gpm/ft²77ft² Sprinkler 5 17.45 7.70 5.6K 9.715 0.23gpm/ft²77ft² Sprinkler 6 17.46 7.70 5.6K 9.726 0.23gpm/ft²77ft² Sprinkler 7 17.48 7.70 5.6K 9.744 0.23gpm/ft²77ft² Sprinkler 8 17.50 7.70 5.6K 9.768 0.23gpm/ft²77ft² Sprinkler 9 17.53 7.70 5.6K 9.800 0.23gpm/ft²77ft² Sprinkler 10 17.57 7.70 5.6K 9.840 0.23gpm/ft²77ft² Sprinkler 11 17.61 7.70 5.6K 9.890 0.23gpm/ft²77ft² Sprinkler 12 14.82 7.70 5.6K 7.000 0.19gpm/ft²77ft² Sprinkler 13 14.82 7.70 5.6K 7.000 0.19gpm/ft²77ft² Sprinkler 14 14.82 7.70 5.6K 7.002 0.19gpm/ft²77ft² Sprinkler 15 14.82 7.70 5.6K 7.006 0.19gpm/ft²77ft² Sprinkler 16 14.83 7.70 5.6K 7.013 0.19gpm/ft²77ft² Sprinkler 17 14.84 7.70 5.6K 7.023 0.19gpm/ft²77ft² Sprinkler 18 14.86 7.70 5.6K 7.038 0.19gpm/ft²77ft² Sprinkler 19 14.88 7.70 5.6K 7.059 0.19gpm/ft²77ft² Sprinkler 20 14.91 7.70 5.6K 7.086 0.19gpm/ft²77ft² Sprinkler 21 14.94 7.70 5.6K 7.119 0.19gpm/ft²77ft² Sprinkler 22 14.98 7.70 5.6K 7.160 0.19gpm/ft²77ft² Sprinkler 23 15.04 7.70 5.6K 7.209 0.20gpm/ft²77ft² Sprinkler 24 17.45 7.70 5.6K 9.706 0.23gpm/ft²77ft² Sprinkler 25 17.45 7.70 5.6K 9.710 0.23gpm/ft²77ft² Sprinkler 26 17.46 7.70 5.6K 9.716 0.23gpm/ft²77ft² Sprinkler 27 17.47 7.70 5.6K 9.728 0.23gpm/ft²77ft² Sprinkler 28 17.48 7.70 5.6K 9.745 0.23gpm/ft²77ft² Sprinkler 29 17.50 7.70 5.6K 9.768 0.23gpm/ft²77ft² Sprinkler 30 17.53 7.70 5.6K 9.799 0.23gpm/ft²77ft² Sprinkler 31 17.57 7.70 5.6K 9.839 0.23gpm/ft²77ft² Sprinkler 32 17.61 7.70 5.6K 9.889 0.23gpm/ft²77ft² Sprinkler 33 17.66 7.70 5.6K 9.949 0.23gpm/ft²77ft² Sprinkler 34 17.73 7.70 5.6K 10.021 0.23gpm/ft²77ft² Most Demanding Sprinkler Data © M.E.P.CAD 6/27/2024 Page 4AutoSPRINK 2023 v18.1.38.0 3:35:57PM Job Name: SMITH COLLEGE Remote Area Number: AREA #1 Date: 6/27/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 95.000989 80.813813.84687.00 91.319105.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 53'-6 17.449.703Sprinkler1 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.449.703Sprinkler2 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.449.704Sprinkler3 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.459.708Sprinkler4 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.459.715Sprinkler5 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.469.726Sprinkler6 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.489.744Sprinkler7 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.509.768Sprinkler8 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.539.800Sprinkler9 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.579.840Sprinkler10 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.619.890Sprinkler11 Coverage: 77ft² Density: 0.23gpm/ft² 60'-1¼14.827.000Sprinkler12 Coverage: 77ft² Density: 0.19gpm/ft² 60'-1¼14.827.000Sprinkler13 Coverage: 77ft² Density: 0.19gpm/ft² 60'-1¼14.827.002Sprinkler14 Coverage: 77ft² Density: 0.19gpm/ft² 60'-1¼14.827.006Sprinkler15 Coverage: 77ft² Density: 0.19gpm/ft² 60'-1¼14.837.013Sprinkler16 Coverage: 77ft² Density: 0.19gpm/ft² 60'-1¼14.847.023Sprinkler17 Coverage: 77ft² Density: 0.19gpm/ft² 60'-1¼14.867.038Sprinkler18 Coverage: 77ft² Density: 0.19gpm/ft² © M.E.P.CAD 6/27/2024 Page 5AutoSPRINK 2023 v18.1.38.0 3:35:16PM Job Name: SMITH COLLEGE Remote Area Number: AREA #1 Date: 6/27/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 60'-1¼14.887.059Sprinkler19 Coverage: 77ft² Density: 0.19gpm/ft² 60'-1¼14.917.086Sprinkler20 Coverage: 77ft² Density: 0.19gpm/ft² 60'-1¼14.947.119Sprinkler21 Coverage: 77ft² Density: 0.19gpm/ft² 60'-1¼14.987.160Sprinkler22 Coverage: 77ft² Density: 0.19gpm/ft² 60'-1¼15.047.209Sprinkler23 Coverage: 77ft² Density: 0.20gpm/ft² 53'-6 17.459.706Sprinkler24 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.459.710Sprinkler25 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.469.716Sprinkler26 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.479.728Sprinkler27 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.489.745Sprinkler28 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.509.768Sprinkler29 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.539.799Sprinkler30 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.579.839Sprinkler31 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.619.889Sprinkler32 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.669.949Sprinkler33 Coverage: 77ft² Density: 0.23gpm/ft² 53'-6 17.7310.021Sprinkler34 Coverage: 77ft² Density: 0.23gpm/ft² -4'-5 563.8480.813Supply989 52'-9¾12.152500 52'-9¾11.625501 52'-9¾10.610502 52'-9¾10.610503 52'-9¾10.612504 © M.E.P.CAD 6/27/2024 Page 6AutoSPRINK 2023 v18.1.38.0 3:35:16PM Job Name: SMITH COLLEGE Remote Area Number: AREA #1 Date: 6/27/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 52'-9¾10.615505 52'-9¾10.623506 52'-9¾10.635507 52'-9¾10.653508 52'-9¾10.679509 52'-9¾10.713510 52'-9¾10.756511 52'-9¾10.809512 52'-9¾10.612513 59'-1½7.875514 59'-1½7.875515 59'-1½7.877516 59'-1½7.881517 59'-1½7.888518 59'-1½7.900519 59'-1½7.916520 59'-1½7.938521 59'-1½7.966522 59'-1½8.001523 59'-1½8.045524 59'-1½8.097525 52'-9¾10.614526 © M.E.P.CAD 6/27/2024 Page 7AutoSPRINK 2023 v18.1.38.0 3:35:16PM Job Name: SMITH COLLEGE Remote Area Number: AREA #1 Date: 6/27/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 52'-9¾10.617527 52'-9¾10.625528 52'-9¾10.637529 52'-9¾10.654530 52'-9¾10.679531 52'-9¾10.713532 52'-9¾10.755533 52'-9¾10.807534 52'-9¾10.871535 52'-9¾10.947536 -2'-10½78.219955 -2'-10½77.044Gauge956 © M.E.P.CAD 6/27/2024 Page 8AutoSPRINK 2023 v18.1.38.0 3:35:16PM Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 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 59'-1½5'-11¾ 0.428 0.447 60'-1¼0'-11¾12 514 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0) 120 59'-1½8'-0 0.000 59'-1½8'-0514 515 4 4.260 7.875 0.00003910.03 120 59'-1½8'-0 0.002 59'-1½8'-0515 516 4 4.260 7.87514.82 0.000211 Flow (q) from Route 2 24.85 120 59'-1½8'-0 0.004 59'-1½8'-0516 517 4 4.260 7.87714.82 0.000502 Flow (q) from Route 3 39.67 120 59'-1½8'-0 0.007 59'-1½8'-0517 518 4 4.260 7.88114.82 0.000903 Flow (q) from Route 4 54.49 120 59'-1½8'-0 0.011 59'-1½8'-0518 519 4 4.260 7.88814.83 0.001409 Flow (q) from Route 5 69.32 120 59'-1½8'-0 0.016 59'-1½8'-0519 520 4 4.260 7.90014.84 0.002018 Flow (q) from Route 6 84.16 120 59'-1½8'-0 0.022 59'-1½8'-0520 521 4 4.260 7.91614.86 0.002726 Flow (q) from Route 7 99.01 120 59'-1½8'-0 0.028 59'-1½8'-0521 522 4 4.260 7.93814.88 0.003531 Flow (q) from Route 8 113.89 120 59'-1½8'-0 0.035 59'-1½8'-0522 523 4 4.260 7.96614.91 0.004434 Flow (q) from Route 9 128.80 120 59'-1½8'-0 0.043 59'-1½8'-0523 524 4 4.260 8.00114.94 0.005432 Flow (q) from Route 10 143.74 120 © M.E.P.CAD 6/27/2024 Page 9AutoSPRINK 2023 v18.1.38.0 3:35:18PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 59'-1½8'-0 0.052 59'-1½8'-0524 525 4 4.260 8.04514.98 0.006526 Flow (q) from Route 11 158.73 120 22'-9½ 52'-9¾102'-7½ 2.737 0.792 59'-1½79'-10525 501 4 (See Notes) 4.260 8.09715.04 0.007715 Flow (q) from Route 12 173.76 fE(6'-9½), fT(16'-0) 120 16'-0 52'-9¾18'-6¼0.527 52'-9¾2'-6¼501 500 4 (See Notes) 4.260 11.625177.94 0.028435 Flow (q) from Route 13 351.70 fT(16'-0) 120 228'-6¼ -2'-10½550'-2¾ 24.147 40.746 52'-9¾321'-8½500 956 4 (See Notes) 4.260 12.152212.13 0.068087 Flow (q) from Route 16 563.84 18fE(6'-9½), 2f(-0.000), cplg(- 1.641), sCV(28'-11½), 2BV(15' -9½), Tr(6'-9½), 2fT(16'-0), 2fE E(3'-4¾) 120 16'-0 -2'-10½17'-3 1.174 -2'-10½1'-3956 955 4 (See Notes) 4.260 77.044 0.068087563.84 T(16'-0) 120 20'-0 -4'-5 21'-6½ 0.664 1.930 -2'-10½1'-6½955 989 4 (See Notes) 4.026 78.219 0.089650563.84 S, T(20'-0) 120 989 250.00 Hose Allowance At Source 813.84 Route 1Total(Pt) 80.813 5'-0 59'-1½5'-11¾ 0.428 0.447 60'-1¼0'-11¾13 515 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.00014.82 0.074706 Sprinkler, 14.82 5.6K PO(5'-0) 120 7.875 Total(Pt)Route 2 5'-0 59'-1½5'-11¾ 0.428 0.447 60'-1¼0'-11¾14 516 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.00214.82 0.074722 Sprinkler, 14.82 5.6K PO(5'-0) 120 7.877 Total(Pt)Route 3 5'-0 59'-1½5'-11¾ 0.428 0.448 60'-1¼0'-11¾15 517 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.00614.82 0.074759 Sprinkler, 14.82 5.6K PO(5'-0) 120 © M.E.P.CAD 6/27/2024 Page 10AutoSPRINK 2023 v18.1.38.0 3:35:18PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7.881 Total(Pt)Route 4 5'-0 59'-1½5'-11¾ 0.428 0.448 60'-1¼0'-11¾16 518 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.01314.83 0.074827 Sprinkler, 14.83 5.6K PO(5'-0) 120 7.888 Total(Pt)Route 5 5'-0 59'-1½5'-11¾ 0.428 0.449 60'-1¼0'-11¾17 519 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.02314.84 0.074932 Sprinkler, 14.84 5.6K PO(5'-0) 120 7.900 Total(Pt)Route 6 5'-0 59'-1½5'-11¾ 0.428 0.450 60'-1¼0'-11¾18 520 1 • • • • • Route 7 • • • • •(See Notes) 1.049 7.03814.86 0.075082 Sprinkler, 14.86 5.6K PO(5'-0) 120 7.916 Total(Pt)Route 7 5'-0 59'-1½5'-11¾ 0.428 0.451 60'-1¼0'-11¾19 521 1 • • • • • Route 8 • • • • •(See Notes) 1.049 7.05914.88 0.075285 Sprinkler, 14.88 5.6K PO(5'-0) 120 7.938 Total(Pt)Route 8 5'-0 59'-1½5'-11¾ 0.428 0.452 60'-1¼0'-11¾20 522 1 • • • • • Route 9 • • • • •(See Notes) 1.049 7.08614.91 0.075548 Sprinkler, 14.91 5.6K PO(5'-0) 120 7.966 Total(Pt)Route 9 5'-0 59'-1½5'-11¾ 0.428 0.454 60'-1¼0'-11¾21 523 1 • • • • • Route 10 • • • • •(See Notes) 1.049 7.11914.94 0.075879 Sprinkler, 14.94 5.6K PO(5'-0) 120 8.001 Total(Pt)Route 10 5'-0 59'-1½5'-11¾ 0.428 0.457 60'-1¼0'-11¾22 524 1 • • • • • Route 11 • • • • •(See Notes) 1.049 7.16014.98 0.076283 Sprinkler, 14.98 5.6K PO(5'-0) 120 8.045 Total(Pt)Route 11 5'-0 59'-1½5'-11¾ 0.428 0.460 60'-1¼0'-11¾23 525 1 • • • • • Route 12 • • • • •(See Notes) 1.049 7.20915.04 0.076769 Sprinkler, 15.04 5.6K PO(5'-0) 120 8.097 Total(Pt)Route 12 © M.E.P.CAD 6/27/2024 Page 11AutoSPRINK 2023 v18.1.38.0 3:35:18PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 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'-9¾5'-11¾ 0.303 0.605 53'-6 0'-11¾1 502 1 • • • • • Route 13 • • • • •(See Notes) 1.049 9.70317.44 0.101044 Sprinkler, 17.44 5.6K PO(5'-0) 120 52'-9¾8'-0 0.000 52'-9¾8'-0502 503 4 4.260 10.610 0.0000042.99 120 52'-9¾8'-0 0.001 52'-9¾8'-0503 504 4 4.260 10.61017.44 0.000147 Flow (q) from Route 14 20.44 120 52'-9¾8'-0 0.004 52'-9¾8'-0504 505 4 4.260 10.61217.44 0.000461 Flow (q) from Route 15 37.88 120 52'-9¾8'-0 0.007 52'-9¾8'-0505 506 4 4.260 10.61517.45 0.000929 Flow (q) from Route 17 55.33 120 52'-9¾8'-0 0.012 52'-9¾8'-0506 507 4 4.260 10.62317.45 0.001542 Flow (q) from Route 19 72.79 120 52'-9¾8'-0 0.018 52'-9¾8'-0507 508 4 4.260 10.63517.46 0.002296 Flow (q) from Route 21 90.25 120 52'-9¾8'-0 0.025 52'-9¾8'-0508 509 4 4.260 10.65317.48 0.003186 Flow (q) from Route 23 107.73 120 52'-9¾8'-0 0.034 52'-9¾8'-0509 510 4 4.260 10.67917.50 0.004209 Flow (q) from Route 25 125.23 120 52'-9¾8'-0 0.043 52'-9¾8'-0510 511 4 4.260 10.71317.53 0.005364 Flow (q) from Route 28 142.76 120 52'-9¾8'-0 0.053 52'-9¾8'-0511 512 4 4.260 10.75617.57 0.006648 Flow (q) from Route 30 160.33 120 © M.E.P.CAD 6/27/2024 Page 12AutoSPRINK 2023 v18.1.38.0 3:35:18PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 13'-7¼ 52'-9¾101'-3½ 0.000 0.817 52'-9¾87'-8½512 501 4 (See Notes) 4.260 10.80917.61 0.008062 Flow (q) from Route 32 177.94 fE(6'-9½), Tr(6'-9½) 120 11.625 Total(Pt)Route 13 5'-0 52'-9¾5'-11¾ 0.303 0.605 53'-6 0'-11¾2 503 1 • • • • • Route 14 • • • • •(See Notes) 1.049 9.70317.44 0.101044 Sprinkler, 17.44 5.6K PO(5'-0) 120 10.610 Total(Pt)Route 14 5'-0 52'-9¾5'-11¾ 0.303 0.605 53'-6 0'-11¾3 504 1 • • • • • Route 15 • • • • •(See Notes) 1.049 9.70417.44 0.101055 Sprinkler, 17.44 5.6K PO(5'-0) 120 10.612 Total(Pt)Route 15 5'-0 52'-9¾5'-11¾ 0.303 0.605 53'-6 0'-11¾24 526 1 • • • • • Route 16 • • • • •(See Notes) 1.049 9.70617.45 0.101076 Sprinkler, 17.45 5.6K PO(5'-0) 120 52'-9¾8'-0 0.003 52'-9¾8'-0526 527 4 4.260 10.61419.23 0.000434 Flow (q) from Route 35 36.68 120 52'-9¾8'-0 0.007 52'-9¾8'-0527 528 4 4.260 10.61717.45 0.000892 Flow (q) from Route 18 54.13 120 52'-9¾8'-0 0.012 52'-9¾8'-0528 529 4 4.260 10.62517.46 0.001496 Flow (q) from Route 20 71.59 120 52'-9¾8'-0 0.018 52'-9¾8'-0529 530 4 4.260 10.63717.47 0.002240 Flow (q) from Route 22 89.05 120 52'-9¾8'-0 0.025 52'-9¾8'-0530 531 4 4.260 10.65417.48 0.003121 Flow (q) from Route 24 106.53 120 52'-9¾8'-0 0.033 52'-9¾8'-0531 532 4 4.260 10.67917.50 0.004135 Flow (q) from Route 26 124.04 120 © M.E.P.CAD 6/27/2024 Page 13AutoSPRINK 2023 v18.1.38.0 3:35:18PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 52'-9¾8'-0 0.042 52'-9¾8'-0532 533 4 4.260 10.71317.53 0.005281 Flow (q) from Route 27 141.57 120 52'-9¾8'-0 0.052 52'-9¾8'-0533 534 4 4.260 10.75517.57 0.006557 Flow (q) from Route 29 159.13 120 52'-9¾8'-0 0.064 52'-9¾8'-0534 535 4 4.260 10.80717.61 0.007962 Flow (q) from Route 31 176.74 120 52'-9¾8'-0 0.076 52'-9¾8'-0535 536 4 4.260 10.87117.66 0.009496 Flow (q) from Route 33 194.41 120 22'-9½ 52'-9¾107'-11¾ 0.000 1.205 52'-9¾85'-2¼536 500 4 (See Notes) 4.260 10.94717.73 0.011160 Flow (q) from Route 34 212.13 fE(6'-9½), fT(16'-0) 120 12.152 Total(Pt)Route 16 5'-0 52'-9¾5'-11¾ 0.303 0.605 53'-6 0'-11¾4 505 1 • • • • • Route 17 • • • • •(See Notes) 1.049 9.70817.45 0.101088 Sprinkler, 17.45 5.6K PO(5'-0) 120 10.615 Total(Pt)Route 17 5'-0 52'-9¾5'-11¾ 0.303 0.605 53'-6 0'-11¾25 527 1 • • • • • Route 18 • • • • •(See Notes) 1.049 9.71017.45 0.101107 Sprinkler, 17.45 5.6K PO(5'-0) 120 10.617 Total(Pt)Route 18 5'-0 52'-9¾5'-11¾ 0.303 0.606 53'-6 0'-11¾5 506 1 • • • • • Route 19 • • • • •(See Notes) 1.049 9.71517.45 0.101156 Sprinkler, 17.45 5.6K PO(5'-0) 120 10.623 Total(Pt)Route 19 5'-0 52'-9¾5'-11¾ 0.303 0.606 53'-6 0'-11¾26 528 1 • • • • • Route 20 • • • • •(See Notes) 1.049 9.71617.46 0.101172 Sprinkler, 17.46 5.6K PO(5'-0) 120 10.625 Total(Pt)Route 20 © M.E.P.CAD 6/27/2024 Page 14AutoSPRINK 2023 v18.1.38.0 3:35:18PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 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'-9¾5'-11¾ 0.303 0.606 53'-6 0'-11¾6 507 1 • • • • • Route 21 • • • • •(See Notes) 1.049 9.72617.46 0.101268 Sprinkler, 17.46 5.6K PO(5'-0) 120 10.635 Total(Pt)Route 21 5'-0 52'-9¾5'-11¾ 0.303 0.606 53'-6 0'-11¾27 529 1 • • • • • Route 22 • • • • •(See Notes) 1.049 9.72817.47 0.101281 Sprinkler, 17.47 5.6K PO(5'-0) 120 10.637 Total(Pt)Route 22 5'-0 52'-9¾5'-11¾ 0.303 0.607 53'-6 0'-11¾7 508 1 • • • • • Route 23 • • • • •(See Notes) 1.049 9.74417.48 0.101436 Sprinkler, 17.48 5.6K PO(5'-0) 120 10.653 Total(Pt)Route 23 5'-0 52'-9¾5'-11¾ 0.303 0.607 53'-6 0'-11¾28 530 1 • • • • • Route 24 • • • • •(See Notes) 1.049 9.74517.48 0.101445 Sprinkler, 17.48 5.6K PO(5'-0) 120 10.654 Total(Pt)Route 24 5'-0 52'-9¾5'-11¾ 0.303 0.609 53'-6 0'-11¾8 509 1 • • • • • Route 25 • • • • •(See Notes) 1.049 9.76817.50 0.101668 Sprinkler, 17.50 5.6K PO(5'-0) 120 10.679 Total(Pt)Route 25 5'-0 52'-9¾5'-11¾ 0.303 0.609 53'-6 0'-11¾29 531 1 • • • • • Route 26 • • • • •(See Notes) 1.049 9.76817.50 0.101672 Sprinkler, 17.50 5.6K PO(5'-0) 120 10.679 Total(Pt)Route 26 5'-0 52'-9¾5'-11¾ 0.303 0.611 53'-6 0'-11¾30 532 1 • • • • • Route 27 • • • • •(See Notes) 1.049 9.79917.53 0.101973 Sprinkler, 17.53 5.6K PO(5'-0) 120 10.713 Total(Pt)Route 27 5'-0 52'-9¾5'-11¾ 0.303 0.611 53'-6 0'-11¾9 510 1 • • • • • Route 28 • • • • •(See Notes) 1.049 9.80017.53 0.101974 Sprinkler, 17.53 5.6K PO(5'-0) 120 10.713 Total(Pt)Route 28 © M.E.P.CAD 6/27/2024 Page 15AutoSPRINK 2023 v18.1.38.0 3:35:18PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 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'-9¾5'-11¾ 0.303 0.613 53'-6 0'-11¾31 533 1 • • • • • Route 29 • • • • •(See Notes) 1.049 9.83917.57 0.102357 Sprinkler, 17.57 5.6K PO(5'-0) 120 10.755 Total(Pt)Route 29 5'-0 52'-9¾5'-11¾ 0.303 0.613 53'-6 0'-11¾10 511 1 • • • • • Route 30 • • • • •(See Notes) 1.049 9.84017.57 0.102365 Sprinkler, 17.57 5.6K PO(5'-0) 120 10.756 Total(Pt)Route 30 5'-0 52'-9¾5'-11¾ 0.303 0.616 53'-6 0'-11¾32 534 1 • • • • • Route 31 • • • • •(See Notes) 1.049 9.88917.61 0.102835 Sprinkler, 17.61 5.6K PO(5'-0) 120 10.807 Total(Pt)Route 31 5'-0 52'-9¾5'-11¾ 0.303 0.616 53'-6 0'-11¾11 512 1 • • • • • Route 32 • • • • •(See Notes) 1.049 9.89017.61 0.102849 Sprinkler, 17.61 5.6K PO(5'-0) 120 10.809 Total(Pt)Route 32 5'-0 52'-9¾5'-11¾ 0.303 0.619 53'-6 0'-11¾33 535 1 • • • • • Route 33 • • • • •(See Notes) 1.049 9.94917.66 0.103414 Sprinkler, 17.66 5.6K PO(5'-0) 120 10.871 Total(Pt)Route 33 5'-0 52'-9¾5'-11¾ 0.303 0.623 53'-6 0'-11¾34 536 1 • • • • • Route 34 • • • • •(See Notes) 1.049 10.02117.73 0.104104 Sprinkler, 17.73 5.6K PO(5'-0) 120 10.947 Total(Pt)Route 34 6'-9½ 52'-9¾14'-3¼ -0.000 0.002 52'-9¾7'-5¾513 526 4 • • • • • Route 35 • • • • •(See Notes) 4.260 10.61214.45 + 4.79 0.000132 Flow (q) from Route 36 and 37 19.23 fE(6'-9½) 120 10.614 Total(Pt)Route 35 13'-7¼ 52'-9¾21'-1 -0.000 0.002 52'-9¾7'-5¾502 513 4 • • • • • Route 36 • • • • •(See Notes) 4.260 10.6102.99 0.000077 Flow (q) from Route 13 14.45 fE(6'-9½), Tr(6'-9½) 120 10.612 Total(Pt)Route 36 © M.E.P.CAD 6/27/2024 Page 16AutoSPRINK 2023 v18.1.38.0 3:35:18PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 22'-9½ 52'-9¾30'-4¾ 2.737 0.000 59'-1½7'-7¼514 513 4 • • • • • Route 37 • • • • •(See Notes) 4.260 7.87510.03 0.000010 Flow (q) from Route 1 4.79 fE(6'-9½), fT(16'-0) 120 10.612 Total(Pt)Route 37 © M.E.P.CAD 6/27/2024 Page 17AutoSPRINK 2023 v18.1.38.0 3:35:18PMAREA #1 Date: 6/27/2024 Job Name: SMITH COLLEGE Remote Area Number: AREA #1 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 6/27/2024 Page 18AutoSPRINK 2023 v18.1.38.0 3:35:18PMAREA #1 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, MORROW HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-MORROW HOUSE FP103-I.cad Calculation Date: 7/11/2024 for Design Remote Area Location: FM HC-1 Area of Application: 1500ft² (Actual 1390ft²) Coverage per Sprinkler: 196ft² Type of sprinklers calculated: 14 MORROW HOUSE 3rd FLOOR 3Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Sidewall No. of nozzles calculated: 0 In-rack Demand: Hose Streams:at Node: Type:Allowance at Source N/Aat Node:N/A gpm 999250.00 (including Hose Streams where applicable):Total Water Required 35.982@464.01From Water Supply at Node 999:(Safety Margin = 9.839) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System: N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. NORTHAMPTON, MA FIRE MARSHALS OFFICEAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 JEFF CONWAY : Notes: 7/11/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 11:46:01AM3 Hydraulic GraphWater Supply Node: 999Job Name: SMITH COLLEGERemote Area Number: 3Date: 7/11/2024Summary SheetN1.85Static:95.000Residual:36.000Flowing:512.00Available Flow @ 20 PSI:582.83Supply:© M.E.P.CAD7/11/2024Page 2AutoSPRINK 2023 v18.1.38.011:46:02AM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: FM HC-1 (3) Job Number: 2023-0428 - 2023-0428 Coverage (Foot) Sprinkler 10 14.84 14.82 5.6K 7.018 0.16gpm/ft²91ft² Sprinkler 11 14.85 14.82 5.6K 7.032 0.18gpm/ft²84ft² Sprinkler 12 14.85 14.82 5.6K 7.032 0.16gpm/ft²95ft² Sprinkler 13 14.89 14.82 5.6K 7.065 0.18gpm/ft²84ft² Sprinkler 14 14.94 14.82 5.6K 7.121 0.16gpm/ft²96ft² Sprinkler 15 14.82 14.82 5.6K 7.004 0.16gpm/ft²90ft² Sprinkler 16 15.33 14.82 5.6K 7.497 0.16gpm/ft²96ft² Sprinkler 17 15.39 14.82 5.6K 7.556 0.18gpm/ft²86ft² Sprinkler 18 15.40 14.82 5.6K 7.558 0.17gpm/ft²89ft² Sprinkler 19 15.53 14.82 5.6K 7.695 0.19gpm/ft²82ft² Sprinkler 20 15.67 14.82 5.6K 7.834 0.21gpm/ft²76ft² Sprinkler 21 15.78 14.82 5.6K 7.942 0.18gpm/ft²87ft² Sprinkler 22 15.82 14.82 5.6K 7.983 0.17gpm/ft²94ft² Sprinkler 23 15.89 14.82 5.6K 8.055 0.17gpm/ft²94ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/11/2024 Page 3AutoSPRINK 2023 v18.1.38.0 11:46:04AM Job Name: SMITH COLLEGE Remote Area Number: 3 Date: 7/11/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 36.000999 35.982464.01512.00 45.82195.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 36'-7½14.847.018Sprinkler10 Coverage: 91ft² Density: 0.16gpm/ft² 36'-7½14.857.032Sprinkler11 Coverage: 84ft² Density: 0.18gpm/ft² 36'-7½14.857.032Sprinkler12 Coverage: 95ft² Density: 0.16gpm/ft² 36'-7½14.897.065Sprinkler13 Coverage: 84ft² Density: 0.18gpm/ft² 36'-7½14.947.121Sprinkler14 Coverage: 96ft² Density: 0.16gpm/ft² 36'-8 14.827.004Sprinkler15 Coverage: 90ft² Density: 0.16gpm/ft² 36'-7½15.337.497Sprinkler16 Coverage: 96ft² Density: 0.16gpm/ft² 36'-7½15.397.556Sprinkler17 Coverage: 86ft² Density: 0.18gpm/ft² 36'-7½15.407.558Sprinkler18 Coverage: 89ft² Density: 0.17gpm/ft² 36'-7½15.537.695Sprinkler19 Coverage: 82ft² Density: 0.19gpm/ft² 36'-7½15.677.834Sprinkler20 Coverage: 76ft² Density: 0.21gpm/ft² 36'-7½15.787.942Sprinkler21 Coverage: 87ft² Density: 0.18gpm/ft² 36'-7½15.827.983Sprinkler22 Coverage: 94ft² Density: 0.17gpm/ft² 36'-7½15.898.055Sprinkler23 Coverage: 94ft² Density: 0.17gpm/ft² -5'-4½214.0135.982Supply999 36'-7½ 8.635300 36'-7½ 8.636301 36'-7½ 8.652302 © M.E.P.CAD 7/11/2024 Page 4AutoSPRINK 2023 v18.1.38.0 11:46:06AM Job Name: SMITH COLLEGE Remote Area Number: 3 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 36'-7½ 8.693303 36'-7½ 8.760304 36'-7½ 9.216305 36'-7½ 9.456306 36'-7½ 9.738307 36'-7½ 9.755308 36'-7½ 9.892309 36'-7½ 10.112310 34'-2 13.301311 36'-7½ 8.653312 36'-7½ 9.291313 36'-7½ 9.419314 36'-7½ 9.624315 36'-7½ 9.797316 36'-7½ 9.805317 -4'-3¼ 35.183993 © M.E.P.CAD 7/11/2024 Page 5AutoSPRINK 2023 v18.1.38.0 11:46:06AM Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 36'-7½21'-7¼ 0.018 1.614 36'-8 0'-015 301 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00414.82 0.074739 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 36'-7½13'-2½ 0.000 0.016 36'-7½13'-2½301 302 2½ 2.635 8.6363.39 0.001233 Flow (q) from Route 2 18.21 120 36'-7½10'-11 0.000 0.041 36'-7½10'-11302 303 2½ 2.635 8.65214.85 0.003716 Flow (q) from Route 3 33.06 120 36'-7½9'-1¾ -0.000 0.068 36'-7½9'-1¾303 304 2½ 2.635 8.69314.89 0.007393 Flow (q) from Route 5 47.94 120 17'-2½ 36'-7½37'-3½ 0.000 0.455 36'-7½20'-1304 305 2½(See Notes) 2.635 8.76014.94 0.012212 Flow (q) from Route 6 62.89 4fE(4'-3½) 120 36'-7½13'-1¾ 0.240 36'-7½13'-1¾305 306 2½ 2.635 9.21615.33 0.018285 Flow (q) from Route 7 78.22 120 36'-7½11'-0½ 0.000 0.282 36'-7½11'-0½306 307 2½ 2.635 9.45615.53 0.025564 Flow (q) from Route 10 93.75 120 36'-7½1'-10½ 0.017 36'-7½1'-10½307 308 3 3.260 9.738 0.00906793.75 120 36'-7½11'-4 0.000 0.137 36'-7½11'-4308 309 3 3.260 9.75515.78 0.012091 Flow (q) from Route 12 109.53 120 13'-0 36'-7½14'-1½ 0.220 36'-7½1'-1½309 310 3 (See Notes) 3.260 9.89215.89 0.015535 Flow (q) from Route 14 125.43 fT(13'-0) 120 30'-2 34'-2 33'-6½ 1.066 2.123 36'-7½3'-4½310 311 3 (See Notes) 3.260 10.11288.58 0.041744 Flow (q) from Route 4 214.01 2fE(5'-0), ALV(-0.723), PO(20'- 2) 120 © M.E.P.CAD 7/11/2024 Page 6AutoSPRINK 2023 v18.1.38.0 11:46:08AM3 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 174'-3¼ -4'-3¼460'-3¾ 16.661 5.221 34'-2 286'-0½311 993 4 (See Notes) 4.260 13.301 0.011343214.01 6E(13'-2), 4EE(5'-3¼), 2fE(6'-9 ½), 2BV(15'-9½), fT(16'-0), ALV (13'-0) 120 20'-0 -5'-4½20'-11 0.481 0.312 -4'-3¼0'-11993 998 4 (See Notes) 4.026 35.183 0.014936214.01 T(20'-0) 120 -5'-4½2'-7¾ 0.005 -5'-4½2'-7¾998 999 6 (See Notes) 6.065 35.977 0.002030214.01 Water Supply 120 999 250.00 Hose Allowance At Source 464.01 Route 1Total(Pt) 35.982 21'-7¼ 36'-7½21'-7¼ 1.617 36'-7½0'-010 300 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.01814.84 0.074881 Sprinkler, 14.84 5.6K PO(5'-0), fd(16'-7¼) 120 36'-7½11'-2¼ 0.000 0.001 36'-7½11'-2¼300 301 2½ 2.635 8.635 0.0000553.39 120 8.636 Total(Pt) Route 2 21'-7¼ 36'-7½21'-7¼ 0.000 1.620 36'-7½0'-011 302 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.03214.85 0.075018 Sprinkler, 14.85 5.6K PO(5'-0), fd(16'-7¼) 120 8.652 Total(Pt) Route 3 21'-7¼ 36'-7½21'-7¼ 1.620 36'-7½0'-012 312 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.03214.85 0.075021 Sprinkler, 14.85 5.6K PO(5'-0), fd(16'-7¼) 120 60'-2½ 36'-7½262'-1½ 0.000 0.638 36'-7½201'-11312 313 2½(See Notes) 2.635 8.65311.45 0.002434 Flow (q) from Route 15 26.30 14fE(4'-3½) 120 8'-7¼ 36'-7½22'-5½ 0.128 36'-7½13'-10¼313 314 2½(See Notes) 2.635 9.29115.40 0.005709 Flow (q) from Route 9 41.69 2fE(4'-3½) 120 © M.E.P.CAD 7/11/2024 Page 7AutoSPRINK 2023 v18.1.38.0 11:46:08AM3 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 8'-7¼ 36'-7½20'-1¾ 0.206 36'-7½11'-6½314 315 2½(See Notes) 2.635 9.41915.39 0.010210 Flow (q) from Route 8 57.09 2fE(4'-3½) 120 36'-7½10'-9¼ 0.172 36'-7½10'-9¼315 316 2½ 2.635 9.62415.67 0.015994 Flow (q) from Route 11 72.76 120 36'-7½1'-5½ 0.008 36'-7½1'-5½316 317 3 3.260 9.797 0.00567372.76 120 20'-0 36'-7½37'-6¾ 0.000 0.307 36'-7½17'-6¾317 310 3 (See Notes) 3.260 9.80515.82 0.008164 Flow (q) from Route 13 88.58 3fE(5'-0), Tr(5'-0) 120 10.112 Total(Pt) Route 4 21'-7¼ 36'-7½21'-7¼ -0.000 1.628 36'-7½0'-013 303 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.06514.89 0.075348 Sprinkler, 14.89 5.6K PO(5'-0), fd(16'-7¼) 120 8.693 Total(Pt) Route 5 21'-7¼ 36'-7½21'-7¼ 0.000 1.639 36'-7½0'-014 304 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.12114.94 0.075898 Sprinkler, 14.94 5.6K PO(5'-0), fd(16'-7¼) 120 8.760 Total(Pt) Route 6 21'-7¼ 36'-7½21'-7¼ 1.719 36'-7½0'-016 305 1 • • • • • Route 7 • • • • •(See Notes) 1.049 7.49715.33 0.079592 Sprinkler, 15.33 5.6K PO(5'-0), fd(16'-7¼) 120 9.216 Total(Pt) Route 7 21'-7¼ 36'-7½23'-2¾ 1.863 36'-7½1'-7½17 314 1 • • • • • Route 8 • • • • •(See Notes) 1.049 7.55615.39 0.080177 Sprinkler, 15.39 5.6K PO(5'-0), fd(16'-7¼) 120 9.419 Total(Pt) Route 8 21'-7¼ 36'-7½21'-7¼ 1.732 36'-7½0'-018 313 1 • • • • • Route 9 • • • • •(See Notes) 1.049 7.55815.40 0.080199 Sprinkler, 15.40 5.6K PO(5'-0), fd(16'-7¼) 120 9.291 Total(Pt) Route 9 © M.E.P.CAD 7/11/2024 Page 8AutoSPRINK 2023 v18.1.38.0 11:46:08AM3 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 36'-7½21'-7¼ 0.000 1.761 36'-7½0'-019 306 1 • • • • • Route 10 • • • • •(See Notes) 1.049 7.69515.53 0.081537 Sprinkler, 15.53 5.6K PO(5'-0), fd(16'-7¼) 120 9.456 Total(Pt) Route 10 21'-7¼ 36'-7½21'-7¼ 1.791 36'-7½0'-020 315 1 • • • • • Route 11 • • • • •(See Notes) 1.049 7.83415.67 0.082899 Sprinkler, 15.67 5.6K PO(5'-0), fd(16'-7¼) 120 9.624 Total(Pt) Route 11 21'-7¼ 36'-7½21'-7¼ 0.000 1.813 36'-7½0'-021 308 1 • • • • • Route 12 • • • • •(See Notes) 1.049 7.94215.78 0.083953 Sprinkler, 15.78 5.6K PO(5'-0), fd(16'-7¼) 120 9.755 Total(Pt) Route 12 21'-7¼ 36'-7½21'-7¼ 0.000 1.822 36'-7½0'-022 317 1 • • • • • Route 13 • • • • •(See Notes) 1.049 7.98315.82 0.084357 Sprinkler, 15.82 5.6K PO(5'-0), fd(16'-7¼) 120 9.805 Total(Pt) Route 13 21'-7¼ 36'-7½21'-7¼ 1.837 36'-7½0'-023 309 1 • • • • • Route 14 • • • • •(See Notes) 1.049 8.05515.89 0.085060 Sprinkler, 15.89 5.6K PO(5'-0), fd(16'-7¼) 120 9.892 Total(Pt) Route 14 17'-2½ 36'-7½33'-0¾ 0.017 36'-7½15'-10½300 312 2½• • • • • Route 15 • • • • •(See Notes) 2.635 8.6353.39 0.000522 Flow (q) from Route 2 11.45 4fE(4'-3½) 120 8.653 Total(Pt) Route 15 © M.E.P.CAD 7/11/2024 Page 9AutoSPRINK 2023 v18.1.38.0 11:46:08AM3 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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 7/11/2024 Page 10AutoSPRINK 2023 v18.1.38.0 11:46:08AM3 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, MORROW HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-MORROW HOUSE FP104-L.cad Calculation Date: 7/11/2024 for Design Remote Area Location: FM HC-1 Area of Application: 1500ft² (Actual 1214ft²) Coverage per Sprinkler: 196ft² Type of sprinklers calculated: 12 MORROW HOUSE 4th FLOOR 4Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Sidewall No. of nozzles calculated: 0 In-rack Demand: Hose Streams:at Node: Type:Allowance at Source N/Aat Node:N/A gpm 999250.00 (including Hose Streams where applicable):Total Water Required 42.307@434.00From Water Supply at Node 999:(Safety Margin = 9.236) Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent System: N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. NORTHAMPTON, MA FIRE MARSHALS OFFICEAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 SARAH FREDERICKS : Notes: 7/11/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 9:17:31AM4 Hydraulic GraphWater Supply Node: 999Job Name: SMITH COLLEGERemote Area Number: 4Date: 7/11/2024Summary SheetN1.85Static:95.000Residual:36.000Flowing:512.00Available Flow @ 20 PSI:582.83Supply:© M.E.P.CAD7/11/2024Page 2AutoSPRINK 2023 v18.1.38.0 9:17:32AM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: FM HC-1 (4) Job Number: 2023-0428 - 2023-0428 Coverage (Foot) Sprinkler 210 14.82 14.82 5.6K 7.004 0.18gpm/ft²83ft² Sprinkler 211 14.95 14.82 5.6K 7.127 0.18gpm/ft²84ft² Sprinkler 212 14.96 14.82 5.6K 7.138 0.18gpm/ft²83ft² Sprinkler 213 15.00 14.82 5.6K 7.176 0.17gpm/ft²87ft² Sprinkler 214 15.01 14.82 5.6K 7.181 0.18gpm/ft²83ft² Sprinkler 215 15.08 14.82 5.6K 7.250 0.17gpm/ft²87ft² Sprinkler 216 15.28 14.82 5.6K 7.447 0.18gpm/ft²83ft² Sprinkler 217 15.47 14.82 5.6K 7.636 0.19gpm/ft²83ft² Sprinkler 218 15.48 14.82 5.6K 7.641 0.21gpm/ft²75ft² Sprinkler 219 15.68 14.82 5.6K 7.844 0.19gpm/ft²83ft² Sprinkler 220 15.78 14.82 5.6K 7.939 0.19gpm/ft²83ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/11/2024 Page 3AutoSPRINK 2023 v18.1.38.0 9:17:34AM Job Name: SMITH COLLEGE Remote Area Number: 4 Date: 7/11/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 36.000999 42.307434.00512.00 51.54395.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 46'-8½14.827.004Sprinkler210 Coverage: 83ft² Density: 0.18gpm/ft² 46'-4¼14.957.127Sprinkler211 Coverage: 84ft² Density: 0.18gpm/ft² 46'-4½14.967.138Sprinkler212 Coverage: 83ft² Density: 0.18gpm/ft² 46'-4½15.007.176Sprinkler213 Coverage: 87ft² Density: 0.17gpm/ft² 46'-4½15.017.181Sprinkler214 Coverage: 83ft² Density: 0.18gpm/ft² 46'-4½15.087.250Sprinkler215 Coverage: 87ft² Density: 0.17gpm/ft² 46'-4½15.287.447Sprinkler216 Coverage: 83ft² Density: 0.18gpm/ft² 46'-8½15.477.636Sprinkler217 Coverage: 83ft² Density: 0.19gpm/ft² 46'-5½15.487.641Sprinkler218 Coverage: 75ft² Density: 0.21gpm/ft² 46'-5½15.687.844Sprinkler219 Coverage: 83ft² Density: 0.19gpm/ft² 46'-4½15.787.939Sprinkler220 Coverage: 83ft² Density: 0.19gpm/ft² 46'-4½16.488.664Sprinkler221 Coverage: 83ft² Density: 0.20gpm/ft² -5'-4½184.0042.307Supply999 46'-8½ 8.861297 46'-8½ 8.618400 46'-8½ 8.637401 46'-8½ 8.689402 46'-8½ 8.772403 © M.E.P.CAD 7/11/2024 Page 4AutoSPRINK 2023 v18.1.38.0 9:17:36AM Job Name: SMITH COLLEGE Remote Area Number: 4 Date: 7/11/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 46'-8½ 9.385404 46'-8½ 9.608405 45'-9½ 10.662406 45'-9½ 10.884407 43'-10½ 16.682408 46'-8½ 8.615412 46'-8½ 8.682413 46'-8½ 9.011415 46'-5½ 9.391416 46'-5½ 9.637417 46'-8½ 8.651418 -4'-3¼ 41.586993 -5'-4½ 42.303998 © M.E.P.CAD 7/11/2024 Page 5AutoSPRINK 2023 v18.1.38.0 9:17:36AM Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 46'-8½21'-7¼ 1.614 46'-8½0'-0210 400 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00414.82 0.074739 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-7¼) 120 46'-8½13'-10 0.019 46'-8½13'-10400 401 2½ 2.635 8.6184.52 0.001379 Flow (q) from Route 2 19.34 120 46'-8½13'-1½ 0.052 46'-8½13'-1½401 402 2½ 2.635 8.63714.96 0.003980 Flow (q) from Route 3 34.31 120 46'-8½10'-7½ 0.083 46'-8½10'-7½402 403 2½ 2.635 8.68915.01 0.007788 Flow (q) from Route 5 49.31 120 17'-2½ 46'-8½48'-0¼ 0.613 46'-8½30'-9¾403 404 2½(See Notes) 2.635 8.77215.08 0.012758 Flow (q) from Route 6 64.39 4fE(4'-3½) 120 46'-8½11'-8¾ 0.223 46'-8½11'-8¾404 405 2½ 2.635 9.38515.47 0.019003 Flow (q) from Route 8 79.87 120 12'-10¾ 45'-9½24'-8¾ 0.398 0.656 46'-8½11'-10405 406 2½(See Notes) 2.635 9.60815.78 0.026526 Flow (q) from Route 11 95.64 2fE(4'-3½), Tr(4'-3½) 120 45'-9½2'-11½ 0.001 0.221 45'-9½2'-11½406 407 2½ 2.635 10.66271.87 0.074811 Flow (q) from Route 4 167.52 120 29'-4½ 43'-10½33'-10 0.829 4.969 45'-9½4'-5½407 408 2½(See Notes) 2.635 10.88416.48 0.088996 Flow (q) from Route 12 184.00 3fE(4'-3½), ALV(-1.958), PO(1 6'-5¾) 120 174'-3¼ -4'-3¼470'-2¼ 20.870 4.033 43'-10½295'-11408 993 4 (See Notes) 4.260 16.682 0.008577184.00 6E(13'-2), 4EE(5'-3¼), 2fE(6'-9 ½), 2BV(15'-9½), fT(16'-0), ALV (13'-0) 120 20'-0 -5'-4½20'-11 0.481 0.236 -4'-3¼0'-11993 998 4 (See Notes) 4.026 41.586 0.011294184.00 T(20'-0) 120 © M.E.P.CAD 7/11/2024 Page 6AutoSPRINK 2023 v18.1.38.0 9:17:38AM4 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit -5'-4½2'-7¾ 0.004 -5'-4½2'-7¾998 999 6 (See Notes) 6.065 42.303 0.001535184.00 Water Supply 120 999 250.00 Hose Allowance At Source 434.00 Route 1Total(Pt) 42.307 21'-7¼ 46'-8½21'-7¼ -0.154 1.641 46'-4¼0'-0211 412 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.12714.95 0.075960 Sprinkler, 14.95 5.6K PO(5'-0), fd(16'-7¼) 120 17'-2½ 46'-8½35'-8¾ 0.003 46'-8½18'-6¼412 400 2½(See Notes) 2.635 8.615 0.0000944.52 4fE(4'-3½) 120 8.618 Total(Pt) Route 2 21'-7¼ 46'-8½21'-7¼ -0.145 1.643 46'-4½0'-0212 401 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.13814.96 0.076069 Sprinkler, 14.96 5.6K PO(5'-0), fd(16'-7¼) 120 8.637 Total(Pt) Route 3 21'-7¼ 46'-8½21'-7¼ -0.145 1.651 46'-4½0'-0213 413 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.17615.00 0.076435 Sprinkler, 15.00 5.6K PO(5'-0), fd(16'-7¼) 120 12'-0 46'-8½23'-11 0.178 46'-8½11'-11413 297 2 (See Notes) 2.067 8.68210.43 0.007460 Flow (q) from Route 13 25.43 fT(8'-6), fE(3'-6) 120 8'-7¼ 46'-8½65'-9¾ 0.151 46'-8½57'-2½297 415 2½(See Notes) 2.635 8.861 0.00228725.43 2fE(4'-3½) 120 21'-7¼ 46'-5½49'-8 0.109 0.271 46'-8½28'-0¾415 416 2½(See Notes) 2.635 9.01115.28 0.005462 Flow (q) from Route 7 40.71 2fE(4'-3½), fT(10'-9½), fEE(2'- 2½) 120 46'-5½24'-10 0.246 46'-5½24'-10416 417 2½ 2.635 9.39115.48 0.009915 Flow (q) from Route 9 56.19 120 © M.E.P.CAD 7/11/2024 Page 7AutoSPRINK 2023 v18.1.38.0 9:17:38AM4 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 25'-10¾ 45'-9½47'-0¼ 0.290 0.735 46'-5½21'-1½417 406 2½(See Notes) 2.635 9.63715.68 0.015635 Flow (q) from Route 10 71.87 3fE(4'-3½), fEE(2'-2½), fT(10'- 9½) 120 10.662 Total(Pt) Route 4 21'-7¼ 46'-8½21'-7¼ -0.145 1.652 46'-4½0'-0214 402 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.18115.01 0.076493 Sprinkler, 15.01 5.6K PO(5'-0), fd(16'-7¼) 120 8.689 Total(Pt) Route 5 21'-7¼ 46'-8½21'-7¼ -0.145 1.667 46'-4½0'-0215 403 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.25015.08 0.077166 Sprinkler, 15.08 5.6K PO(5'-0), fd(16'-7¼) 120 8.772 Total(Pt) Route 6 21'-7¼ 46'-8½21'-7¼ -0.145 1.709 46'-4½0'-0216 415 1 • • • • • Route 7 • • • • •(See Notes) 1.049 7.44715.28 0.079104 Sprinkler, 15.28 5.6K PO(5'-0), fd(16'-7¼) 120 9.011 Total(Pt) Route 7 21'-7¼ 46'-8½21'-7¼ 1.749 46'-8½0'-0217 404 1 • • • • • Route 8 • • • • •(See Notes) 1.049 7.63615.47 0.080960 Sprinkler, 15.47 5.6K PO(5'-0), fd(16'-7¼) 120 9.385 Total(Pt) Route 8 21'-7¼ 46'-5½21'-7¼ 1.750 46'-5½0'-0218 416 1 • • • • • Route 9 • • • • •(See Notes) 1.049 7.64115.48 0.081011 Sprinkler, 15.48 5.6K PO(5'-0), fd(16'-7¼) 120 9.391 Total(Pt) Route 9 21'-7¼ 46'-5½21'-7¼ 0.000 1.793 46'-5½0'-0219 417 1 • • • • • Route 10 • • • • •(See Notes) 1.049 7.84415.68 0.083002 Sprinkler, 15.68 5.6K PO(5'-0), fd(16'-7¼) 120 9.637 Total(Pt) Route 10 21'-7¼ 46'-8½21'-7¼ -0.145 1.813 46'-4½0'-0220 405 1 • • • • • Route 11 • • • • •(See Notes) 1.049 7.93915.78 0.083931 Sprinkler, 15.78 5.6K PO(5'-0), fd(16'-7¼) 120 9.608 Total(Pt) Route 11 © M.E.P.CAD 7/11/2024 Page 8AutoSPRINK 2023 v18.1.38.0 9:17:38AM4 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-7¼ 45'-9½21'-7¼ 0.255 1.965 46'-4½0'-0221 407 1 • • • • • Route 12 • • • • •(See Notes) 1.049 8.66416.48 0.090994 Sprinkler, 16.48 5.6K PO(5'-0), fd(16'-7¼) 120 10.884 Total(Pt) Route 12 46'-8½21'-10½ 0.031 46'-8½21'-10½418 413 2 • • • • • Route 13 • • • • • 2.067 8.65110.43 0.001434 Flow (q) from Route 14 10.43 120 8.682 Total(Pt) Route 13 17'-2½ 46'-8½82'-3¼ 0.036 46'-8½65'-1412 418 2½• • • • • Route 14 • • • • •(See Notes) 2.635 8.6154.52 0.000440 Flow (q) from Route 2 10.43 4fE(4'-3½) 120 8.651 Total(Pt) Route 14 © M.E.P.CAD 7/11/2024 Page 9AutoSPRINK 2023 v18.1.38.0 9:17:38AM4 Date: 7/11/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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 7/11/2024 Page 10AutoSPRINK 2023 v18.1.38.0 9:17:38AM4 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, MORROW HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-MORROW HOUSE FP105-E.cad Calculation Date: 7/9/2024 for Design Remote Area Location: Light Hazard Area of Application: 1500ft² (Actual 671ft²) Coverage per Sprinkler: 400ft² Type of sprinklers calculated: 6 ATTIC 5Remote 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 999250.00 (including Hose Streams where applicable):Total Water Required 50.850@393.73From Water Supply at Node 999:(Safety Margin = 7.857) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System: N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. NORTHAMPTON, MA FIRE MARSHALS OFFICEAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 JEFF CONWAY : Notes: 7/9/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 3:20:04PM5 Hydraulic GraphWater Supply Node: 999Job Name: SMITH COLLEGERemote Area Number: 5Date: 7/9/2024Summary SheetN1.85Static:95.000Residual:36.000Flowing:512.00Available Flow @ 20 PSI:582.83Supply:© M.E.P.CAD7/9/2024Page 2AutoSPRINK 2023 v18.1.38.0 3:20:05PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Light Hazard (5) Job Number: 2023-0428 - 2023-0428 Coverage (Foot) Sprinkler 105 23.59 14.82 5.6K 17.743 1.39gpm/ft²17ft² Sprinkler 110 24.02 24.02 5.6K 18.400 0.13gpm/ft²190ft² Sprinkler 111 24.02 24.02 5.6K 18.401 0.13gpm/ft²190ft² Sprinkler 112 24.02 24.02 5.6K 18.405 0.13gpm/ft²190ft² Sprinkler 113 24.03 24.02 5.6K 18.416 0.13gpm/ft²190ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/9/2024 Page 3AutoSPRINK 2023 v18.1.38.0 3:20:06PM Job Name: SMITH COLLEGE Remote Area Number: 5 Date: 7/9/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 36.000999 50.850393.73512.00 58.70795.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 51'-7 23.5917.743Sprinkler105 Coverage: 17ft² Density: 1.39gpm/ft² 58'-4½24.0218.400Sprinkler110 Coverage: 190ft² Density: 0.13gpm/ft² 58'-4½24.0218.401Sprinkler111 Coverage: 190ft² Density: 0.13gpm/ft² 58'-4½24.0218.405Sprinkler112 Coverage: 190ft² Density: 0.13gpm/ft² 58'-4½24.0318.416Sprinkler113 Coverage: 190ft² Density: 0.13gpm/ft² 58'-4½24.0418.436Sprinkler114 Coverage: 190ft² Density: 0.13gpm/ft² -5'-4½143.7350.850Supply999 57'-4¼ 19.942500 57'-4¼ 19.943501 57'-4¼ 19.947502 57'-4¼ 19.949503 57'-4¼ 19.959504 57'-4¼ 19.980505 -3'-7¾ 49.855993 -5'-4½ 50.847998 © M.E.P.CAD 7/9/2024 Page 4AutoSPRINK 2023 v18.1.38.0 3:20:09PM Date: 7/9/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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-FactorElev 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 57'-4¼6'-0¼ 0.443 1.100 58'-4½1'-0¼110 500 1 • • • • • Route 1 • • • • •(See Notes) 1.049 18.40024.02 0.182634 Sprinkler, 24.02 5.6K PO(5'-0) 120 57'-4¼5'-4 0.001 57'-4¼5'-4500 501 4 4.260 19.942 0.00019824.02 120 57'-4¼5'-4 0.004 57'-4¼5'-4501 502 4 4.260 19.94324.02 0.000715 Flow (q) from Route 2 48.04 120 57'-4¼1'-6½ 0.002 57'-4¼1'-6½502 503 4 4.260 19.94724.02 0.001514 Flow (q) from Route 3 72.07 120 57'-4¼3'-9½ 0.010 57'-4¼3'-9½503 504 4 4.260 19.94923.59 0.002557 Flow (q) from Route 6 95.66 120 57'-4¼5'-4 0.021 57'-4¼5'-4504 505 4 4.260 19.95924.03 0.003871 Flow (q) from Route 4 119.69 120 194'-10¼ -3'-7¾607'-7 26.439 3.436 57'-4¼412'-8½505 993 4 (See Notes) 4.260 19.98024.04 0.005431 Flow (q) from Route 5 143.73 2fT(16'-0), 5fE(6'-9½), ALV(-0.1 36), 6E(13'-2), 4EE(5'-3¼), BV (15'-9½), ALV(13'-0) 120 32'-0 -5'-4½32'-11 0.757 0.235 -3'-7¾0'-11993 998 4 (See Notes) 4.026 49.855 0.007151143.73 BV(12'-0), T(20'-0) 120 -5'-4½2'-7¾ 0.003 -5'-4½2'-7¾998 999 6 (See Notes) 6.065 50.847 0.000972143.73 Water Supply 120 999 250.00 Hose Allowance At Source 393.73 Route 1Total(Pt) 50.850 5'-0 57'-4¼6'-0¼ 0.443 1.100 58'-4½1'-0¼111 501 1 • • • • • Route 2 • • • • •(See Notes) 1.049 18.40124.02 0.182643 Sprinkler, 24.02 5.6K PO(5'-0) 120 © M.E.P.CAD 7/9/2024 Page 5AutoSPRINK 2023 v18.1.38.0 3:20:11PM5 Date: 7/9/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 19.943 Total(Pt) Route 2 5'-0 57'-4¼6'-0¼ 0.443 1.100 58'-4½1'-0¼112 502 1 • • • • • Route 3 • • • • •(See Notes) 1.049 18.40524.02 0.182676 Sprinkler, 24.02 5.6K PO(5'-0) 120 19.947 Total(Pt) Route 3 5'-0 57'-4¼6'-0¼ 0.443 1.100 58'-4½1'-0¼113 504 1 • • • • • Route 4 • • • • •(See Notes) 1.049 18.41624.03 0.182781 Sprinkler, 24.03 5.6K PO(5'-0) 120 19.959 Total(Pt) Route 4 5'-0 57'-4¼6'-0¼ 0.443 1.102 58'-4½1'-0¼114 505 1 • • • • • Route 5 • • • • •(See Notes) 1.049 18.43624.04 0.182960 Sprinkler, 24.04 5.6K PO(5'-0) 120 19.980 Total(Pt) Route 5 11'-0 57'-4¼26'-8 -2.502 4.708 51'-7 15'-8105 503 1 • • • • • Route 6 • • • • •(See Notes) 1.049 17.74323.59 0.176595 Sprinkler, 23.59 5.6K 3E(2'-0), PO(5'-0) 120 19.949 Total(Pt) Route 6 © M.E.P.CAD 7/9/2024 Page 6AutoSPRINK 2023 v18.1.38.0 3:20:11PM5 Date: 7/9/2024 Job Name: SMITH COLLEGE Remote Area Number: 5 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 7/9/2024 Page 7AutoSPRINK 2023 v18.1.38.0 3:20:11PM5 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, WILSON HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-WILSON HOUSE FP103-F.cad Calculation Date: 7/1/2024 for Design Remote Area Location: Light Hazard Commodity Classification: Area of Application: 1500ft² (Actual 1285ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 16 Wilson House 3rd Floor FM HC-1 3Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Sidewall, Other No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 999250.00 (including Hose Streams where applicable):Total Water Required 36.925@494.31From Water Supply at Node 999:(Safety Margin = 2.791) Type of System: WET-PIPE Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 Matt Patka : Notes: 7/1/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 8:54:58AM3 Hydraulic Graph Water Supply Node: 999 Job Name: SMITH COLLEGE Remote Area Number: 3 Date: 7/1/2024 Summary Sheet N 1.85 Static:95.000 Residual:36.000 Flowing:512.00 Available Flow @ 20 PSI:582.83 Supply: © M.E.P.CAD 7/1/2024 Page 2AutoSPRINK 2023 v18.1.38.0 8:55:00AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Light Hazard (3) Job Number: 2023-0428 - 2023-0428 Coverage (Foot) Sprinkler 3000 14.82 9.20 5.6K 7.000 0.16gpm/ft²92ft² Sprinkler 3001 14.83 9.10 5.6K 7.011 0.16gpm/ft²91ft² Sprinkler 3002 14.91 9.30 5.6K 7.092 0.16gpm/ft²93ft² Sprinkler 3003 14.96 9.80 5.6K 7.135 0.15gpm/ft²98ft² Sprinkler 3004 14.97 8.90 5.6K 7.147 0.17gpm/ft²89ft² Sprinkler 3005 15.09 9.10 5.6K 7.261 0.17gpm/ft²91ft² Sprinkler 3006 15.18 9.20 5.6K 7.343 0.16gpm/ft²92ft² Sprinkler 3007 15.25 9.00 5.6K 7.417 0.17gpm/ft²90ft² Sprinkler 3008 15.25 9.80 5.6K 7.420 0.16gpm/ft²98ft² Sprinkler 3009 15.30 4.10 5.6K 7.461 0.37gpm/ft²41ft² Sprinkler 3010 15.41 12.70 5.6K 7.574 0.12gpm/ft²127ft² Sprinkler 3011 15.49 9.10 5.6K 7.647 0.17gpm/ft²91ft² Sprinkler 3012 15.60 9.30 5.6K 7.764 0.17gpm/ft²93ft² Sprinkler 3013 15.67 9.00 5.6K 7.826 0.17gpm/ft²90ft² Sprinkler 3014 15.74 9.40 5.6K 7.900 0.17gpm/ft²94ft² Sprinkler 3015 15.85 9.40 5.6K 8.009 0.17gpm/ft²94ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/1/2024 Page 3AutoSPRINK 2023 v18.1.38.0 8:55:01AM Job Name: SMITH COLLEGE Remote Area Number: 3 Date: 7/1/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 36.000999 36.925494.31512.00 39.71695.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-4½244.3136.925Supply999 40'-5½14.827.000Sprinkler3000 Coverage: 92ft² Density: 0.16gpm/ft² 40'-5½14.837.011Sprinkler3001 Coverage: 91ft² Density: 0.16gpm/ft² 40'-5½14.917.092Sprinkler3002 Coverage: 93ft² Density: 0.16gpm/ft² 40'-5½14.967.135Sprinkler3003 Coverage: 98ft² Density: 0.15gpm/ft² 40'-5½14.977.147Sprinkler3004 Coverage: 89ft² Density: 0.17gpm/ft² 40'-5½15.097.261Sprinkler3005 Coverage: 91ft² Density: 0.17gpm/ft² 40'-5½15.187.343Sprinkler3006 Coverage: 92ft² Density: 0.16gpm/ft² 40'-5½15.257.417Sprinkler3007 Coverage: 90ft² Density: 0.17gpm/ft² 40'-5½15.257.420Sprinkler3008 Coverage: 98ft² Density: 0.16gpm/ft² 40'-5½15.307.461Sprinkler3009 Coverage: 41ft² Density: 0.37gpm/ft² 40'-5½15.417.574Sprinkler3010 Coverage: 127ft² Density: 0.12gpm/ft² 40'-5½15.497.647Sprinkler3011 Coverage: 91ft² Density: 0.17gpm/ft² 40'-5½15.607.764Sprinkler3012 Coverage: 93ft² Density: 0.17gpm/ft² 41'-3¼15.677.826Sprinkler3013 Coverage: 90ft² Density: 0.17gpm/ft² 40'-5½15.747.900Sprinkler3014 Coverage: 94ft² Density: 0.17gpm/ft² 40'-5½15.858.009Sprinkler3015 Coverage: 94ft² Density: 0.17gpm/ft² 40'-10½8.452147 © M.E.P.CAD 7/1/2024 Page 4AutoSPRINK 2023 v18.1.38.0 8:55:03AM 301 Job Name: SMITH COLLEGE Remote Area Number: 3 Date: 7/1/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 40'-10½8.438300 40'-10½8.616302 40'-10½8.754303 40'-10½8.771304 40'-10½8.855305 40'-10½8.943306 40'-10½9.134307 40'-10½9.222308 40'-10½9.533309 40'-10½9.802310 40'-10½9.842311 40'-5½10.336312 40'-10½8.550313 40'-10½8.601314 40'-10½8.947315 40'-10½9.314316 40'-10½9.365317 40'-10½9.529318 40'-10½8.440319 40'-10½9.661320 -4'-3¼36.030992 -5'-4½36.910997 © M.E.P.CAD 7/1/2024 Page 5AutoSPRINK 2023 v18.1.38.0 8:55:03AM Job Name: SMITH COLLEGE Remote Area Number: 3 Date: 7/1/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-4½36.918998 © M.E.P.CAD 7/1/2024 Page 6AutoSPRINK 2023 v18.1.38.0 8:55:03AM Date: 7/1/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-8 40'-10½21'-8 -0.181 1.619 40'-5½0'-03000 300 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-8) 120 40'-10½25'-9 0.014 40'-10½25'-9300 147 2½ 2.635 8.438 0.00053411.58 120 34'-4¾ 40'-10½67'-0½0.164 40'-10½32'-7¾147 302 2½(See Notes) 2.635 8.45214.83 0.002453 Flow (q) from Route 2 26.41 8fE(4'-3½) 120 40'-10½24'-6¾0.138 40'-10½24'-6¾302 303 2½ 2.635 8.61614.97 0.005630 Flow (q) from Route 5 41.38 120 40'-10½1'-7¼0.016 40'-10½1'-7¼303 304 2½ 2.635 8.75415.09 0.010006 Flow (q) from Route 6 56.47 120 40'-10½23'-8¾0.084 40'-10½23'-8¾304 305 3 3.260 8.771 0.00354956.47 120 5'-0 40'-10½16'-1¼0.089 40'-10½11'-1¼305 306 3 (See Notes) 3.260 8.85515.18 0.005513 Flow (q) from Route 7 71.64 fE(5'-0) 120 5'-0 40'-10½24'-2½0.191 40'-10½19'-2½306 307 3 (See Notes) 3.260 8.94315.25 0.007878 Flow (q) from Route 8 86.89 fE(5'-0) 120 40'-10½8'-3¼0.088 40'-10½8'-3¼307 308 3 3.260 9.13415.41 0.010656 Flow (q) from Route 11 102.31 120 5'-0 40'-10½22'-5¼0.310 40'-10½17'-5¼308 309 3 (See Notes) 3.260 9.22215.49 0.013831 Flow (q) from Route 12 117.79 fE(5'-0) 120 13'-0 40'-10½15'-6¼0.269 40'-10½2'-6¼309 310 3 (See Notes) 3.260 9.53315.30 0.017336 Flow (q) from Route 10 133.09 fT(13'-0) 120 © M.E.P.CAD 7/1/2024 Page 7AutoSPRINK 2023 v18.1.38.0 8:55:04AM3 301 301 Date: 7/1/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 40'-10½0'-10¼ 0.000 0.040 40'-10½0'-10¼310 311 3 3.260 9.80295.37 0.047106 Flow (q) from Route 3 228.46 120 5'-0 40'-5½5'-11½ 0.176 0.317 40'-10½0'-11½311 312 3 (See Notes) 3.260 9.84215.85 0.053329 Flow (q) from Route 16 244.31 fE(5'-0) 120 328'-11¼ -4'-3¼409'-8½ 19.393 6.301 40'-5½80'-9¼312 992 4 (See Notes) 4.260 10.336 0.014491244.31 ALV(-0.364), 10fE(6'-9½), 2fT( 16'-0), 7C(26'-4), 2BV(15'-9½), ALV(13'-0) 120 20'-0 -5'-4½20'-11 0.481 0.399 -4'-3¼0'-11992 997 4 (See Notes) 4.026 36.030 0.019081244.31 T(20'-0) 120 -5'-4½3'-1¾0.008 -5'-4½3'-1¾997 998 6 6.065 36.910 0.002594244.31 120 -5'-4½2'-7¾0.007 -5'-4½2'-7¾998 999 6 (See Notes) 6.065 36.918 0.002594244.31 Water Supply 120 999 250.00 Hose Allowance At Source 494.31 Route 1Total(Pt) 36.925 21'-8 40'-10½21'-8 -0.181 1.621 40'-5½0'-03001 147 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.01114.83 0.074815 Sprinkler, 14.83 5.6K PO(5'-0), fd(16'-8) 120 8.452 Total(Pt)Route 2 21'-8 40'-10½21'-8 -0.181 1.638 40'-5½0'-03002 313 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.09214.91 0.075612 Sprinkler, 14.91 5.6K PO(5'-0), fd(16'-8) 120 40'-10½13'-3½0.052 40'-10½13'-3½313 314 2½ 2.635 8.55018.90 0.003876 Flow (q) from Route 14 33.82 120 © M.E.P.CAD 7/1/2024 Page 8AutoSPRINK 2023 v18.1.38.0 8:55:04AM3 Date: 7/1/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 17'-2½ 40'-10½45'-3¾0.346 40'-10½28'-1¼314 315 2½(See Notes) 2.635 8.60114.96 0.007631 Flow (q) from Route 4 48.77 4fE(4'-3½) 120 40'-10½29'-1 0.367 40'-10½29'-1315 316 2½ 2.635 8.94715.25 0.012625 Flow (q) from Route 9 64.03 120 40'-10½11'-4 0.051 40'-10½11'-4316 317 3 3.260 9.314 0.00447864.03 120 10'-0 40'-10½24'-6 0.164 40'-10½14'-6317 318 3 (See Notes) 3.260 9.36515.60 0.006703 Flow (q) from Route 13 79.63 2fE(5'-0) 120 18'-0 40'-10½29'-1¾0.273 40'-10½11'-1¾318 310 3 (See Notes) 3.260 9.52915.74 0.009359 Flow (q) from Route 15 95.37 fE(5'-0), fT(13'-0) 120 9.802 Total(Pt)Route 3 21'-8 40'-10½21'-8 -0.181 1.647 40'-5½0'-03003 314 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.13514.96 0.076031 Sprinkler, 14.96 5.6K PO(5'-0), fd(16'-8) 120 8.601 Total(Pt)Route 4 21'-8 40'-10½21'-8 -0.181 1.650 40'-5½0'-03004 302 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.14714.97 0.076151 Sprinkler, 14.97 5.6K PO(5'-0), fd(16'-8) 120 8.616 Total(Pt)Route 5 21'-8 40'-10½21'-8 -0.181 1.674 40'-5½0'-03005 303 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.26115.09 0.077274 Sprinkler, 15.09 5.6K PO(5'-0), fd(16'-8) 120 8.754 Total(Pt)Route 6 21'-8 40'-10½21'-8 -0.181 1.692 40'-5½0'-03006 305 1 • • • • • Route 7 • • • • •(See Notes) 1.049 7.34315.18 0.078088 Sprinkler, 15.18 5.6K PO(5'-0), fd(16'-8) 120 8.855 Total(Pt)Route 7 © M.E.P.CAD 7/1/2024 Page 9AutoSPRINK 2023 v18.1.38.0 8:55:04AM3 Date: 7/1/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-8 40'-10½21'-8 -0.181 1.707 40'-5½0'-03007 306 1 • • • • • Route 8 • • • • •(See Notes) 1.049 7.41715.25 0.078807 Sprinkler, 15.25 5.6K PO(5'-0), fd(16'-8) 120 8.943 Total(Pt)Route 8 21'-8 40'-10½21'-8 -0.181 1.708 40'-5½0'-03008 315 1 • • • • • Route 9 • • • • •(See Notes) 1.049 7.42015.25 0.078836 Sprinkler, 15.25 5.6K PO(5'-0), fd(16'-8) 120 8.947 Total(Pt)Route 9 28'-5 40'-10½28'-5 -0.181 2.252 40'-5½0'-03009 309 1 • • • • • Route 10 • • • • •(See Notes) 1.049 7.46115.30 0.079247 Sprinkler, 15.30 5.6K PO(5'-0), fd(23'-5) 120 9.533 Total(Pt)Route 10 21'-8 40'-10½21'-8 -0.181 1.741 40'-5½0'-03010 307 1 • • • • • Route 11 • • • • •(See Notes) 1.049 7.57415.41 0.080352 Sprinkler, 15.41 5.6K PO(5'-0), fd(16'-8) 120 9.134 Total(Pt)Route 11 21'-8 40'-10½21'-8 -0.181 1.756 40'-5½0'-03011 308 1 • • • • • Route 12 • • • • •(See Notes) 1.049 7.64715.49 0.081065 Sprinkler, 15.49 5.6K PO(5'-0), fd(16'-8) 120 9.222 Total(Pt)Route 12 21'-8 40'-10½21'-8 -0.181 1.781 40'-5½0'-03012 317 1 • • • • • Route 13 • • • • •(See Notes) 1.049 7.76415.60 0.082217 Sprinkler, 15.60 5.6K PO(5'-0), fd(16'-8) 120 9.365 Total(Pt)Route 13 5'-0 40'-10½5'-4¾ 0.168 0.446 41'-3¼0'-4¾3013 319 1 • • • • • Route 14 • • • • •(See Notes) 1.049 7.82615.67 0.082821 Sprinkler, 15.67 5.6K PO(5'-0) 120 23'-8¼ 40'-10½82'-9½0.109 40'-10½59'-1¼319 313 2½(See Notes) 2.635 8.4403.24 0.001321 Flow (q) from Route 17 18.90 3fE(4'-3½), fT(10'-9½) 120 8.550 Total(Pt)Route 14 © M.E.P.CAD 7/1/2024 Page 10AutoSPRINK 2023 v18.1.38.0 8:55:04AM3 Date: 7/1/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-8 40'-10½21'-8 -0.181 1.810 40'-5½0'-03014 318 1 • • • • • Route 15 • • • • •(See Notes) 1.049 7.90015.74 0.083543 Sprinkler, 15.74 5.6K PO(5'-0), fd(16'-8) 120 9.529 Total(Pt)Route 15 21'-8 40'-10½21'-8 -0.181 1.833 40'-5½0'-03015 320 1 • • • • • Route 16 • • • • •(See Notes) 1.049 8.00915.85 0.084609 Sprinkler, 15.85 5.6K PO(5'-0), fd(16'-8) 120 13'-1¼ 40'-10½17'-2¼ 0.000 0.181 40'-10½4'-1¼320 311 1½(See Notes) 1.610 9.661 0.01050415.85 2E(2'-6½), PO(8'-0) 120 9.842 Total(Pt)Route 16 8'-7¼ 40'-10½47'-7½0.002 40'-10½39'-0¼300 319 2½• • • • • Route 17 • • • • •(See Notes) 2.635 8.43811.58 0.000050 Flow (q) from Route 1 3.24 2fE(4'-3½) 120 8.440 Total(Pt)Route 17 © M.E.P.CAD 7/1/2024 Page 11AutoSPRINK 2023 v18.1.38.0 8:55:04AM3 Date: 7/1/2024 Job Name: SMITH COLLEGE Remote Area Number: 3 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 7/1/2024 Page 12AutoSPRINK 2023 v18.1.38.0 8:55:04AM3 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, WILSON HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-WILSON HOUSE FP104-G.cad Calculation Date: 7/1/2024 for Design Remote Area Location: Light Hazard Commodity Classification: Area of Application: 1500ft² (Actual 1232ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 13 Wilson House 4th Floor FM HC-1 4Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Sidewall, Other No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 999250.00 (including Hose Streams where applicable):Total Water Required 41.441@451.75From Water Supply at Node 999:(Safety Margin = 6.756) Type of System: Wet-Pipe Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 860-282-2488 Matt Patka : Notes: 7/1/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 8:57:22AM4 Hydraulic Graph Water Supply Node: 999 Job Name: SMITH COLLEGE Remote Area Number: 4 Date: 7/1/2024 Summary Sheet N 1.85 Static:95.000 Residual:36.000 Flowing:512.00 Available Flow @ 20 PSI:582.83 Supply: © M.E.P.CAD 7/1/2024 Page 2AutoSPRINK 2023 v18.1.38.0 8:57:24AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Light Hazard (4) Job Number: 2023-0428 - 2023-0428 Coverage (Foot) Sprinkler 4100 14.82 9.20 5.6K 7.000 0.16gpm/ft²92ft² Sprinkler 4101 14.85 9.20 5.6K 7.028 0.16gpm/ft²92ft² Sprinkler 4102 14.93 9.50 5.6K 7.103 0.16gpm/ft²95ft² Sprinkler 4103 15.06 9.20 5.6K 7.237 0.16gpm/ft²92ft² Sprinkler 4104 15.07 9.20 5.6K 7.238 0.16gpm/ft²92ft² Sprinkler 4105 15.24 9.20 5.6K 7.404 0.17gpm/ft²92ft² Sprinkler 4106 15.54 9.20 5.6K 7.700 0.17gpm/ft²92ft² Sprinkler 4107 15.70 9.40 5.6K 7.862 0.17gpm/ft²94ft² Sprinkler 4108 15.71 9.20 5.6K 7.869 0.17gpm/ft²92ft² Sprinkler 4109 15.72 9.40 5.6K 7.879 0.17gpm/ft²94ft² Sprinkler 4110 15.90 9.50 5.6K 8.058 0.17gpm/ft²95ft² Sprinkler 4111 16.47 13.10 5.6K 8.645 0.13gpm/ft²131ft² Sprinkler 4112 16.77 9.20 5.6K 8.965 0.18gpm/ft²92ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/1/2024 Page 3AutoSPRINK 2023 v18.1.38.0 8:57:25AM Job Name: SMITH COLLEGE Remote Area Number: 4 Date: 7/1/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 36.000999 41.441451.75512.00 48.19795.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-4½201.7541.441Supply999 50'-8 14.827.000Sprinkler4100 Coverage: 92ft² Density: 0.16gpm/ft² 50'-8 14.857.028Sprinkler4101 Coverage: 92ft² Density: 0.16gpm/ft² 50'-8 14.937.103Sprinkler4102 Coverage: 95ft² Density: 0.16gpm/ft² 50'-8 15.067.237Sprinkler4103 Coverage: 92ft² Density: 0.16gpm/ft² 50'-8 15.077.238Sprinkler4104 Coverage: 92ft² Density: 0.16gpm/ft² 50'-8 15.247.404Sprinkler4105 Coverage: 92ft² Density: 0.17gpm/ft² 50'-8 15.547.700Sprinkler4106 Coverage: 92ft² Density: 0.17gpm/ft² 51'-4½15.707.862Sprinkler4107 Coverage: 94ft² Density: 0.17gpm/ft² 51'-4½15.717.869Sprinkler4108 Coverage: 92ft² Density: 0.17gpm/ft² 50'-8 15.727.879Sprinkler4109 Coverage: 94ft² Density: 0.17gpm/ft² 50'-8 15.908.058Sprinkler4110 Coverage: 95ft² Density: 0.17gpm/ft² 50'-8 16.478.645Sprinkler4111 Coverage: 131ft² Density: 0.13gpm/ft² 50'-8 16.778.965Sprinkler4112 Coverage: 92ft² Density: 0.18gpm/ft² 51'-0 8.474400 51'-0 8.508401 51'-0 8.763402 51'-0 8.965403 © M.E.P.CAD 7/1/2024 Page 4AutoSPRINK 2023 v18.1.38.0 8:57:27AM Job Name: SMITH COLLEGE Remote Area Number: 4 Date: 7/1/2024 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 51'-0 9.540404 51'-0 10.469405 51'-0 11.705406 47'-3¾14.808407 51'-0 8.600408 51'-0 8.762409 51'-0 9.323410 51'-0 9.758411 51'-0 10.855412 51'-0 8.472413 51'-0 8.480414 -4'-3¼40.669992 -5'-4½41.430997 -5'-4½41.436998 © M.E.P.CAD 7/1/2024 Page 5AutoSPRINK 2023 v18.1.38.0 8:57:27AM Date: 7/1/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-8 51'-0 21'-8 -0.145 1.619 50'-8 0'-04100 400 1 • • • • • Route 1 • • • • •(See Notes) 1.049 7.00014.82 0.074703 Sprinkler, 14.82 5.6K PO(5'-0), fd(16'-8) 120 51'-0 27'-0 0.034 51'-0 27'-0400 401 2½ 2.635 8.4743.48 0.001243 Flow (q) from Route 14 18.29 120 32'-3½ 51'-0 68'-5½0.256 51'-0 36'-2401 402 2½(See Notes) 2.635 8.50814.85 0.003733 Flow (q) from Route 2 33.14 fT(10'-9½), 5fE(4'-3½) 120 51'-0 27'-0 0.202 51'-0 27'-0402 403 2½ 2.635 8.76315.07 0.007467 Flow (q) from Route 5 48.20 120 17'-2½ 51'-0 46'-4 0.575 51'-0 29'-1½403 404 2½(See Notes) 2.635 8.96515.24 0.012412 Flow (q) from Route 6 63.44 4fE(4'-3½) 120 17'-2¼ 51'-0 49'-8¼ 0.000 0.929 51'-0 32'-6404 405 2½(See Notes) 2.635 9.54015.72 0.018693 Flow (q) from Route 10 79.16 4fE(4'-3½) 120 23'-8¼ 51'-0 46'-7¾ 0.000 1.237 51'-0 22'-11½405 406 2½(See Notes) 2.635 10.46916.47 0.026516 Flow (q) from Route 12 95.63 3fE(4'-3½), fT(10'-9½) 120 8'-7¼ 47'-3¾14'-3½ 1.594 1.509 51'-0 5'-8½406 407 2½(See Notes) 2.635 11.705106.13 0.105530 Flow (q) from Route 3 201.75 2fE(4'-3½) 120 230'-4¾ -4'-3¼318'-7 22.365 3.496 47'-3¾88'-2¼407 992 4 (See Notes) 4.260 14.808 0.010171201.75 ALV(-0.256), 11fE(6'-9½), 2fT(1 6'-0), 3C(26'-4), 2BV(15'-9½), ALV(13'-0) 120 20'-0 -5'-4½20'-11 0.481 0.280 -4'-3¼0'-11992 997 4 (See Notes) 4.026 40.669 0.013392201.75 T(20'-0) 120 -5'-4½3'-1¾0.006 -5'-4½3'-1¾997 998 6 6.065 41.430 0.001821201.75 120 © M.E.P.CAD 7/1/2024 Page 6AutoSPRINK 2023 v18.1.38.0 8:57:28AM4 Date: 7/1/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit -5'-4½2'-7¾0.005 -5'-4½2'-7¾998 999 6 (See Notes) 6.065 41.436 0.001821201.75 Water Supply 120 999 250.00 Hose Allowance At Source 451.75 Route 1Total(Pt) 41.441 21'-8 51'-0 21'-8 -0.145 1.624 50'-8 0'-04101 401 1 • • • • • Route 2 • • • • •(See Notes) 1.049 7.02814.85 0.074976 Sprinkler, 14.85 5.6K PO(5'-0), fd(16'-8) 120 8.508 Total(Pt)Route 2 21'-8 51'-0 21'-8 -0.145 1.641 50'-8 0'-04102 408 1 • • • • • Route 3 • • • • •(See Notes) 1.049 7.10314.93 0.075723 Sprinkler, 14.93 5.6K PO(5'-0), fd(16'-8) 120 51'-0 27'-0 0.162 51'-0 27'-0408 409 2½ 2.635 8.60027.94 0.006008 Flow (q) from Route 8 42.86 120 23'-8¼ 51'-0 53'-6½0.562 51'-0 29'-10¼409 410 2½(See Notes) 2.635 8.76215.06 0.010490 Flow (q) from Route 4 57.93 fT(10'-9½), 3fE(4'-3½) 120 51'-0 26'-8 0.434 51'-0 26'-8410 411 2½ 2.635 9.32315.54 0.016282 Flow (q) from Route 7 73.47 120 17'-2½ 51'-0 46'-11 0.000 1.097 51'-0 29'-8½411 412 2½(See Notes) 2.635 9.75815.90 0.023393 Flow (q) from Route 11 89.36 4fE(4'-3½) 120 15'-1¼ 51'-0 26'-5½ -0.000 0.850 51'-0 11'-4¼412 406 2½(See Notes) 2.635 10.85516.77 0.032155 Flow (q) from Route 13 106.13 fE(4'-3½), fT(10'-9½) 120 11.705 Total(Pt)Route 3 21'-8 51'-0 21'-8 -0.145 1.669 50'-8 0'-04103 409 1 • • • • • Route 4 • • • • •(See Notes) 1.049 7.23715.06 0.077040 Sprinkler, 15.06 5.6K PO(5'-0), fd(16'-8) 120 8.762 Total(Pt)Route 4 © M.E.P.CAD 7/1/2024 Page 7AutoSPRINK 2023 v18.1.38.0 8:57:28AM4 Date: 7/1/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 21'-8 51'-0 21'-8 -0.145 1.669 50'-8 0'-04104 402 1 • • • • • Route 5 • • • • •(See Notes) 1.049 7.23815.07 0.077052 Sprinkler, 15.07 5.6K PO(5'-0), fd(16'-8) 120 8.763 Total(Pt)Route 5 21'-8 51'-0 21'-8 -0.145 1.705 50'-8 0'-04105 403 1 • • • • • Route 6 • • • • •(See Notes) 1.049 7.40415.24 0.078687 Sprinkler, 15.24 5.6K PO(5'-0), fd(16'-8) 120 8.965 Total(Pt)Route 6 21'-8 51'-0 21'-8 -0.145 1.768 50'-8 0'-04106 410 1 • • • • • Route 7 • • • • •(See Notes) 1.049 7.70015.54 0.081589 Sprinkler, 15.54 5.6K PO(5'-0), fd(16'-8) 120 9.323 Total(Pt)Route 7 5'-0 51'-0 5'-4½ 0.163 0.447 51'-4½0'-4½4107 413 1 • • • • • Route 8 • • • • •(See Notes) 1.049 7.86215.70 0.083172 Sprinkler, 15.70 5.6K PO(5'-0) 120 51'-0 13'-6 0.008 51'-0 13'-6413 414 2½ 2.635 8.472 0.00059012.23 120 15'-1 51'-0 43'-11½0.120 51'-0 28'-10½414 408 2½(See Notes) 2.635 8.48015.71 0.002722 Flow (q) from Route 9 27.94 fE(4'-3½), fT(10'-9½) 120 8.600 Total(Pt)Route 8 5'-0 51'-0 5'-4½ 0.163 0.448 51'-4½0'-4½4108 414 1 • • • • • Route 9 • • • • •(See Notes) 1.049 7.86915.71 0.083246 Sprinkler, 15.71 5.6K PO(5'-0) 120 8.480 Total(Pt)Route 9 21'-8 51'-0 21'-8 -0.145 1.806 50'-8 0'-04109 404 1 • • • • • Route 10 • • • • •(See Notes) 1.049 7.87915.72 0.083338 Sprinkler, 15.72 5.6K PO(5'-0), fd(16'-8) 120 9.540 Total(Pt)Route 10 21'-8 51'-0 21'-8 -0.145 1.844 50'-8 0'-04110 411 1 • • • • • Route 11 • • • • •(See Notes) 1.049 8.05815.90 0.085094 Sprinkler, 15.90 5.6K PO(5'-0), fd(16'-8) 120 © M.E.P.CAD 7/1/2024 Page 8AutoSPRINK 2023 v18.1.38.0 8:57:28AM4 Date: 7/1/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 9.758 Total(Pt)Route 11 21'-8 51'-0 21'-8 -0.145 1.968 50'-8 0'-04111 405 1 • • • • • Route 12 • • • • •(See Notes) 1.049 8.64516.47 0.090814 Sprinkler, 16.47 5.6K PO(5'-0), fd(16'-8) 120 10.469 Total(Pt)Route 12 21'-8 51'-0 21'-8 -0.145 2.035 50'-8 0'-04112 412 1 • • • • • Route 13 • • • • •(See Notes) 1.049 8.96516.77 0.093911 Sprinkler, 16.77 5.6K PO(5'-0), fd(16'-8) 120 10.855 Total(Pt)Route 13 8'-7¼ 51'-0 37'-4½0.002 51'-0 28'-9½413 400 2½• • • • • Route 14 • • • • •(See Notes) 2.635 8.47212.23 0.000058 Flow (q) from Route 8 3.48 2fE(4'-3½) 120 8.474 Total(Pt)Route 14 © M.E.P.CAD 7/1/2024 Page 9AutoSPRINK 2023 v18.1.38.0 8:57:28AM4 Date: 7/1/2024 Job Name: SMITH COLLEGE Remote Area Number: 4 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 7/1/2024 Page 10AutoSPRINK 2023 v18.1.38.0 8:57:28AM4 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, WILSON HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-WILSON HOUSE FP105-E.cad Calculation Date: 7/10/2024 for Design Remote Area Location: Light Hazard Commodity Classification: Area of Application: 762ft² (Actual 747ft²) Coverage per Sprinkler: 216ft² Type of sprinklers calculated: 5 Wilson House Attic FM HC-1 #1Remote 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 999250.00 (including Hose Streams where applicable):Total Water Required 53.561@370.44From Water Supply at Node 999:(Safety Margin = 9.018) Type of System: Wet-Pipe Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 Matt Patka : Notes: 7/10/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 2:08:39PM#1 Hydraulic Graph Water Supply Node: 999 Job Name: SMITH COLLEGE Remote Area Number: #1 Date: 7/10/2024 Summary Sheet N 1.85 Static:95.000 Residual:36.000 Flowing:512.00 Available Flow @ 20 PSI:582.83 Supply: © M.E.P.CAD 7/10/2024 Page 2AutoSPRINK 2023 v18.1.38.0 2:08:40PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Light Hazard (#1) Job Number: 2023-0428 - 2023-0428 Coverage (Foot) Sprinkler 5200 24.02 24.02 5.6K 18.400 0.11gpm/ft²216ft² Sprinkler 5201 24.03 24.02 5.6K 18.412 0.11gpm/ft²216ft² Sprinkler 5202 24.06 24.02 5.6K 18.454 0.11gpm/ft²216ft² Sprinkler 5203 24.11 24.02 5.6K 18.544 0.11gpm/ft²216ft² Sprinkler 5204 24.21 24.02 5.6K 18.696 0.11gpm/ft²216ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/10/2024 Page 3AutoSPRINK 2023 v18.1.38.0 2:08:41PM Job Name: SMITH COLLEGE Remote Area Number: #1 Date: 7/10/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 36.000999 53.561370.44512.00 62.57995.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-4½120.4453.561Supply999 63'-8¾24.0218.400Sprinkler5200 Coverage: 216ft² Density: 0.11gpm/ft² 63'-8¾24.0318.412Sprinkler5201 Coverage: 216ft² Density: 0.11gpm/ft² 63'-8¾24.0618.454Sprinkler5202 Coverage: 216ft² Density: 0.11gpm/ft² 63'-8¾24.1118.544Sprinkler5203 Coverage: 216ft² Density: 0.11gpm/ft² 63'-8¾24.2118.696Sprinkler5204 Coverage: 216ft² Density: 0.11gpm/ft² 56'-1½25.749135 62'-10¼19.852500 62'-10¼19.865501 62'-10¼19.909502 62'-10¼20.004503 62'-10¼20.165504 62'-10¼21.058509 -4'-3¼52.968992 -5'-4½53.557997 -5'-4½53.559998 © M.E.P.CAD 7/10/2024 Page 4AutoSPRINK 2023 v18.1.38.0 2:08:43PM Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: #1 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-FactorElev 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 62'-10¼5'-10½ 0.379 1.073 63'-8¾0'-10½5200 500 1 • • • • • Route 1 • • • • •(See Notes) 1.049 18.40024.02 0.182634 Sprinkler, 24.02 5.6K PO(5'-0) 120 62'-10¼6'-0 0.012 62'-10¼6'-0500 501 2½ 2.635 19.852 0.00205924.02 120 62'-10¼6'-0 0.045 62'-10¼6'-0501 502 2½ 2.635 19.86524.03 0.007423 Flow (q) from Route 2 48.05 120 62'-10¼6'-0 0.094 62'-10¼6'-0502 503 2½ 2.635 19.90924.06 0.015729 Flow (q) from Route 3 72.11 120 62'-10¼6'-0 0.161 62'-10¼6'-0503 504 2½ 2.635 20.00424.11 0.026823 Flow (q) from Route 4 96.22 120 62'-10¼21'-11¾0.893 62'-10¼21'-11¾504 509 2½ 2.635 20.16524.21 0.040630 Flow (q) from Route 5 120.44 120 63'-3¾ 56'-1½123'-3 2.916 1.776 62'-10¼59'-11509 135 3 (See Notes) 3.260 21.058 0.014411120.44 2PO(20'-2), fT(13'-0), 2fE(5'-0) 120 142'-2¼ -4'-3¼239'-5½ 26.183 1.036 56'-1½97'-3¼135 992 4 (See Notes) 4.260 25.749 0.003916120.44 11fE(6'-9½), ***Invalid***(-0.09 8), Tr(6'-9½), 2BV(15'-9½), fT( 16'-0), ALV(13'-0) 120 20'-0 -5'-4½20'-11 0.481 0.108 -4'-3¼0'-11992 997 4 (See Notes) 4.026 52.968 0.005156120.44 T(20'-0) 120 -5'-4½3'-1¾0.002 -5'-4½3'-1¾997 998 6 6.065 53.557 0.000701120.44 120 -5'-4½2'-7¾0.002 -5'-4½2'-7¾998 999 6 (See Notes) 6.065 53.559 0.000701120.44 Water Supply 120 © M.E.P.CAD 7/10/2024 Page 5AutoSPRINK 2023 v18.1.38.0 2:08:44PM#1 Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: #1 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 999 250.00 Hose Allowance At Source 370.44 Route 1Total(Pt) 53.561 5'-0 62'-10¼5'-10½ 0.379 1.074 63'-8¾0'-10½5201 501 1 • • • • • Route 2 • • • • •(See Notes) 1.049 18.41224.03 0.182741 Sprinkler, 24.03 5.6K PO(5'-0) 120 19.865 Total(Pt)Route 2 5'-0 62'-10¼5'-10½ 0.379 1.076 63'-8¾0'-10½5202 502 1 • • • • • Route 3 • • • • •(See Notes) 1.049 18.45424.06 0.183129 Sprinkler, 24.06 5.6K PO(5'-0) 120 19.909 Total(Pt)Route 3 5'-0 62'-10¼5'-10½ 0.379 1.081 63'-8¾0'-10½5203 503 1 • • • • • Route 4 • • • • •(See Notes) 1.049 18.54424.11 0.183951 Sprinkler, 24.11 5.6K PO(5'-0) 120 20.004 Total(Pt)Route 4 5'-0 62'-10¼5'-10½ 0.379 1.089 63'-8¾0'-10½5204 504 1 • • • • • Route 5 • • • • •(See Notes) 1.049 18.69624.21 0.185352 Sprinkler, 24.21 5.6K PO(5'-0) 120 20.165 Total(Pt)Route 5 © M.E.P.CAD 7/10/2024 Page 6AutoSPRINK 2023 v18.1.38.0 2:08:44PM#1 Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: #1 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 7/10/2024 Page 7AutoSPRINK 2023 v18.1.38.0 2:08:44PM#1 Hydraulic Calculations Location: QUAD DISTRICT BUILDING CONVERSIONS, WILSON HOUSE, NORTHAMPTON, MA 01063 Project Name: SMITH COLLEGE: (2023-0428) Drawing Name: 2023-0428 - SMITH-WILSON HOUSE FP105-E.cad Calculation Date: 7/10/2024 for Design Remote Area Location: Light Hazard Commodity Classification: Area of Application: 762ft² (Actual 747ft²) Coverage per Sprinkler: 216ft² Type of sprinklers calculated: 6 Wilson House Attic FM HC-1 #2Remote 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 999250.00 (including Hose Streams where applicable):Total Water Required 53.587@394.22From Water Supply at Node 999:(Safety Margin = 5.037) Type of System: Wet-Pipe Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: WOLVERINE FIRE PROTECTION CO. Authority Having Jurisdiction: Address: Phone Number: Name of designer: 101 BIDWELL ROAD, SOUTH WINDSOR, CT 06074 Matt Patka : Notes: 7/10/2024© M.E.P.CAD Page 1AutoSPRINK 2023 v18.1.38.0 2:09:33PM#2 Hydraulic Graph Water Supply Node: 999 Job Name: SMITH COLLEGE Remote Area Number: #2 Date: 7/10/2024 Summary Sheet N 1.85 Static:95.000 Residual:36.000 Flowing:512.00 Available Flow @ 20 PSI:582.83 Supply: © M.E.P.CAD 7/10/2024 Page 2AutoSPRINK 2023 v18.1.38.0 2:09:35PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: Light Hazard (#2) Job Number: 2023-0428 - 2023-0428 Coverage (Foot) Sprinkler 5205 24.02 24.02 5.6K 18.400 0.11gpm/ft²216ft² Sprinkler 5206 24.03 24.02 5.6K 18.412 0.11gpm/ft²216ft² Sprinkler 5207 24.06 24.02 5.6K 18.454 0.11gpm/ft²216ft² Sprinkler 5208 24.10 24.02 5.6K 18.527 0.11gpm/ft²216ft² Sprinkler 5209 24.16 24.02 5.6K 18.608 0.11gpm/ft²216ft² Sprinkler 5210 23.85 14.82 5.6K 18.138 1.19gpm/ft²20ft² Most Demanding Sprinkler Data © M.E.P.CAD 7/10/2024 Page 3AutoSPRINK 2023 v18.1.38.0 2:09:36PM Job Name: SMITH COLLEGE Remote Area Number: #2 Date: 7/10/2024 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 36.000999 53.587394.22512.00 58.62495.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-4½144.2253.587Supply999 63'-8¾24.0218.400Sprinkler5205 Coverage: 216ft² Density: 0.11gpm/ft² 63'-8¾24.0318.412Sprinkler5206 Coverage: 216ft² Density: 0.11gpm/ft² 63'-8¾24.0618.454Sprinkler5207 Coverage: 216ft² Density: 0.11gpm/ft² 63'-9 24.1018.527Sprinkler5208 Coverage: 216ft² Density: 0.11gpm/ft² 63'-9 24.1618.608Sprinkler5209 Coverage: 216ft² Density: 0.11gpm/ft² 56'-6½23.8518.138Sprinkler5210 Coverage: 20ft² Density: 1.19gpm/ft² 56'-1½25.321135 62'-10¼19.852505 62'-10¼19.865506 62'-10¼19.909507 62'-10¼19.956508 62'-10¼19.983509 62'-10¼20.002510 62'-10¼20.088511 -4'-3¼52.950992 -5'-4½53.581997 -5'-4½53.584998 © M.E.P.CAD 7/10/2024 Page 4AutoSPRINK 2023 v18.1.38.0 2:09:37PM Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: #2 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-FactorElev 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 62'-10¼5'-10½ 0.379 1.073 63'-8¾0'-10½5205 505 1 • • • • • Route 1 • • • • •(See Notes) 1.049 18.40024.02 0.182634 Sprinkler, 24.02 5.6K PO(5'-0) 120 62'-10¼6'-0 0.012 62'-10¼6'-0505 506 2½ 2.635 19.852 0.00205924.02 120 62'-10¼6'-0 0.045 62'-10¼6'-0506 507 2½ 2.635 19.86524.03 0.007423 Flow (q) from Route 2 48.05 120 62'-10¼2'-11¾0.047 62'-10¼2'-11¾507 508 2½ 2.635 19.90924.06 0.015729 Flow (q) from Route 3 72.11 120 62'-10¼1'-0 0.027 62'-10¼1'-0508 509 2½ 2.635 19.95623.85 0.026686 Flow (q) from Route 6 95.96 120 62'-10¼2'-0¼0.019 62'-10¼2'-0¼509 510 3 3.260 19.983 0.00946595.96 120 62'-10¼6'-0 0.086 62'-10¼6'-0510 511 3 3.260 20.00224.10 0.014328 Flow (q) from Route 4 120.06 120 63'-3¾ 56'-1½115'-2¾ 2.916 2.317 62'-10¼51'-10¾511 135 3 (See Notes) 3.260 20.08824.16 0.020112 Flow (q) from Route 5 144.22 2PO(20'-2), fT(13'-0), 2fE(5'-0) 120 142'-2¼ -4'-3¼239'-5½ 26.183 1.446 56'-1½97'-3¼135 992 4 (See Notes) 4.260 25.321 0.005465144.22 11fE(6'-9½), ***Invalid***(-0.13 7), Tr(6'-9½), 2BV(15'-9½), fT( 16'-0), ALV(13'-0) 120 20'-0 -5'-4½20'-11 0.481 0.151 -4'-3¼0'-11992 997 4 (See Notes) 4.026 52.950 0.007196144.22 T(20'-0) 120 -5'-4½3'-1¾0.003 -5'-4½3'-1¾997 998 6 6.065 53.581 0.000978144.22 120 © M.E.P.CAD 7/10/2024 Page 5AutoSPRINK 2023 v18.1.38.0 2:09:39PM#2 Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: #2 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit -5'-4½2'-7¾0.003 -5'-4½2'-7¾998 999 6 (See Notes) 6.065 53.584 0.000978144.22 Water Supply 120 999 250.00 Hose Allowance At Source 394.22 Route 1Total(Pt) 53.587 5'-0 62'-10¼5'-10½ 0.379 1.074 63'-8¾0'-10½5206 506 1 • • • • • Route 2 • • • • •(See Notes) 1.049 18.41224.03 0.182741 Sprinkler, 24.03 5.6K PO(5'-0) 120 19.865 Total(Pt)Route 2 5'-0 62'-10¼5'-10½ 0.379 1.076 63'-8¾0'-10½5207 507 1 • • • • • Route 3 • • • • •(See Notes) 1.049 18.45424.06 0.183129 Sprinkler, 24.06 5.6K PO(5'-0) 120 19.909 Total(Pt)Route 3 5'-0 62'-10¼5'-10¾ 0.391 1.085 63'-9 0'-10¾5208 510 1 • • • • • Route 4 • • • • •(See Notes) 1.049 18.52724.10 0.183796 Sprinkler, 24.10 5.6K PO(5'-0) 120 20.002 Total(Pt)Route 4 5'-0 62'-10¼5'-10¾ 0.391 1.089 63'-9 0'-10¾5209 511 1 • • • • • Route 5 • • • • •(See Notes) 1.049 18.60824.16 0.184544 Sprinkler, 24.16 5.6K PO(5'-0) 120 20.088 Total(Pt)Route 5 9'-0 62'-10¼25'-3¼ -2.737 4.555 56'-6½16'-3¼5210 508 1 • • • • • Route 6 • • • • •(See Notes) 1.049 18.13823.85 0.180227 Sprinkler, 23.85 5.6K 2E(2'-0), PO(5'-0) 120 19.956 Total(Pt)Route 6 © M.E.P.CAD 7/10/2024 Page 6AutoSPRINK 2023 v18.1.38.0 2:09:39PM#2 Date: 7/10/2024 Job Name: SMITH COLLEGE Remote Area Number: #2 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 7/10/2024 Page 7AutoSPRINK 2023 v18.1.38.0 2:09:39PM#2