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HomeMy WebLinkAbout211000-3.0 - Sprinker Calcs REVIEWED AND APPROVEDSubmittal Transmittal SUBMITTAL TRANSMITTAL Project Name: Ithaca Arthaus Project Number : 18260 A Transmittal (from SUBCONTRACTOR) To:Vecino Construction, LLC Date Submitted 5/15/2020 Attn:Corey Olmstead Submittal No. (per Procore) corey@vecinogroup.com X Submitted for Review & Approval REV (0) Phone: (315) 854-0979 ReSubmitted for Review & Approval REV (1) From:Nolan Alley abj Fire Protection Co. This is a FULL SUBMITTAL 6500 New Venture Gear Dr. East Syracuse, New York 13057 This is a PARTIAL Submittal Item No. Dwg. And/or Specification Section Spec Paragraph / No.Title / Description Manufacturer Submittal Type Lead Time 1 21 10 00 - 3.0 Delegated Design Submittal (Design Calculations) 2 3 4 5 6 7 8 9 10 11 Comments:Vecino Construction Stamp BW A&E Stamp Nolan Alley 5/15/2020 Signature/Stamp of Transmitter Date Hydraulic Calculations Location: 130 Cherry Street, Ithaca, NY, Project Name: Ithaca Arthaus Drawing Name: STANDPIPE CALC Calculation Date: 5/7/2020 for Design Remote Area Location: NA Area of Application: NA Coverage per Sprinkler: NA Type of sprinklers calculated: 0 NA Manually FlowingRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density NA NA No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 60.0 gpm 250.00 HoseType:H.V1at Node: 250.00 HoseType:H.V2at Node: 250.00 HoseType:H.V3at Node: 250.00 HoseType:H.V4at Node: (including Hose Streams where applicable):Total Water Required 144.057@1000.00From Water Supply at Node 6:(Safety Margin = 5.471 psi) Type of System: NA Volume of Dry or PreAction System:N/A Source:CITY OF ITHACA Location: Date:for Node:6 Name of Contractor: Ithaca Fire DepartmentAuthority Having Jurisdiction: Address: Phone Number: Name of designer: , Nolan Alley Notes: 5/7/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.19.0 9:24:52AMManually Flowing Hydraulic Graph Water Supply Node: 6 Job Name: Ithaca Arthaus Remote Area Number: Manually Flowing Date: 5/7/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/7/2020 Page 2AutoSPRINK 2019 v15.1.19.0 9:24:54AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Job Number: 20-128 Hose H.V1 250.00 250.00 25 106.324 Hose H.V2 250.00 250.00 25 106.106 Hose H.V3 250.00 250.00 25 100.000 Hose H.V4 250.00 250.00 25 100.856 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/7/2020 Page 3AutoSPRINK 2019 v15.1.19.0 9:24:56AM Job Name: Ithaca Arthaus Remote Area Number: Manually Flowing Date: 5/7/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 149.0006 144.0571000.001500.00 149.528150.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 47'-0 250.00106.324HoseH.V1 Hos 47'-6 250.00106.106HoseH.V2 Hos 56'-1½250.00100.000HoseH.V3 Hos 56'-1 250.00100.856HoseH.V4 Hos 3'-0 1000.00144.057Supply6 8'-0 139.2875 12'-6 134.8827 12'-6 134.8608 56'-1 110.2189 56'-1½109.36210 22'-8 127.84211 22'-0 128.61912 47'-6 115.46813 47'-0 115.68614 3'-0 143.731117 © M.E.P.CAD, Inc.5/7/2020 Page 4AutoSPRINK 2019 v15.1.19.0 9:25:00AM Date: 5/7/2020 Job Name: Ithaca Arthaus Remote Area Number: Manually Flowing 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 43'-0 56'-1½43'-5½9.362 56'-1½0'-5½H.V3 10 2½• • • • • Route 1 • • • • •(See Notes) 2.4690 100.000250.00 0.215409 Hose(-100.000)(31'-0) 250.00 PO(12'-0) 120 213'-3½ 12'-6 435'-3 18.916 6.582 56'-1½221'-11½10 8 4 (See Notes) 4.2600 109.362 0.015122250.00 11E(13'-2), T(26'-4), BV(15'-9 ½), PO(26'-4) 120 12'-6 1'-3½0.021 12'-6 1'-3½8 7 6 6.3570 134.860500.00 0.016432 Flow (q) from Route 3 750.00 120 72'-11 8'-0 87'-8½ 1.951 2.454 12'-6 14'-9½7 5 6 (See Notes) 6.3570 134.882250.00 0.027978 Flow (q) from Route 2 1000.00 2E(17'-7), PO(37'-8½) 120 75'-5½ 3'-0 81'-4½ 2.168 2.277 8'-0 5'-11½5 117 6 (See Notes) 6.3570 139.287 0.0279781000.00 2E(17'-7), CV(40'-3) 120 3'-0 1'-8 0.325 3'-0 1'-8117 6 4 (See Notes) 4.2600 143.731 0.1965301000.00 Water Supply 120 6 0.00 Hose Allowance At Source 1000.00 Route 1Total(Pt) 144.057 43'-0 56'-1 43'-5½9.362 56'-1 0'-5½H.V4 9 2½• • • • • Route 2 • • • • •(See Notes) 2.4690 100.856250.00 0.215409 Hose(-100.000)(31'-0) 250.00 PO(12'-0) 120 186'-11½ 12'-6 381'-4 18.897 5.767 56'-1 194'-4½9 7 4 (See Notes) 4.2600 110.218 0.015122250.00 9E(13'-2), T(26'-4), BV(15'-9½) , PO(26'-4) 120 134.882 Total(Pt)Route 2 43'-0 47'-6 43'-5½9.362 47'-6 0'-5½H.V2 13 2½• • • • • Route 3 • • • • •(See Notes) 2.4690 106.106250.00 0.215409 Hose(-100.000)(31'-0) 250.00 PO(12'-0) 120 © M.E.P.CAD, Inc.5/7/2020 Page 5AutoSPRINK 2019 v15.1.19.0 9:25:03AMManually Flowing Date: 5/7/2020 Job Name: Ithaca Arthaus Remote Area Number: Manually Flowing 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 47'-0 0'-6 0.217 0.001 47'-6 0'-613 14 6 6.3570 115.468 0.002153250.00 120 81'-5½ 22'-8 207'-1 10.549 1.607 47'-0 125'-7½14 11 6 (See Notes) 6.3570 115.686250.00 0.007761 Flow (q) from Route 4 500.00 T(37'-8½), 2E(17'-7), fE(8'-6½) 120 6'-9½ 22'-0 6'-9½ 0.289 0.488 22'-8 0'-011 12 4 (See Notes) 4.0260 127.842 0.071781500.00 fE(6'-9½) 120 100'-7 12'-6 273'-6 4.119 2.123 22'-0 172'-1112 8 6 (See Notes) 6.3570 128.619 0.007761500.00 5E(17'-7), BV(12'-7) 120 134.860 Total(Pt)Route 3 43'-0 47'-0 43'-5½9.362 47'-0 0'-5½H.V1 14 2½• • • • • Route 4 • • • • •(See Notes) 2.4690 106.324250.00 0.215409 Hose(-100.000)(31'-0) 250.00 PO(12'-0) 120 115.686 Total(Pt)Route 4 © M.E.P.CAD, Inc.5/7/2020 Page 6AutoSPRINK 2019 v15.1.19.0 9:25:03AMManually Flowing Date: 5/7/2020 Job Name: Ithaca Arthaus Remote Area Number: Manually Flowing Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.5/7/2020 Page 7AutoSPRINK 2019 v15.1.19.0 9:25:03AMManually Flowing Hydraulic Calculations Location: 130 Cherry Street, Ithaca, NY, Project Name: Ithaca Arthaus Drawing Name: 5TH FLOOR FP Calculation Date: 5/6/2020 for Design Remote Area Location: Light Hazard Area of Application: 1500ft² (Actual 434ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 4 5th Floor Apartment 201 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 1100.00 (including Hose Streams where applicable):Total Water Required 414.545@498.82From Water Supply at Node 1:(Safety Margin = -325.601 psi) Type of System: Volume of Dry or PreAction System:N/A Source:CITY OF ITHACA Location: Date:for Node:1 Name of Contractor:abj Fire Protection Co. Ithaca Fire DepartmentAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 6500 New Venture Gear Dr., East Syracuse, NY Nolan Alley Notes: 5/6/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.19.0 3:27:57PM1 / Residential Room Design Light Hazard/Residential Room Design (Calculating the 4 most demanding heads in a compartment). Reference from NFPA 13 11.3.1.1 " The design area shall be the area that includes the four adjacent sprinklers that produce the greatest hydraulic demand." Hydraulic Graph Supply Node: 1 Job Name: Ithaca Arthaus Remote Area Number: 1 Date: 5/14/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/14/2020 Page 2AutoSPRINK 2019 v15.1.19.0 9:14:29AM Hydraulic Graph BOR Job Name: Ithaca Arthaus Remote Area Number: 1 Date: 5/14/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/14/2020 Page 3AutoSPRINK 2019 v15.1.19.0 9:14:29AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard (1) Job Number: 20-128 Sprinkler S101 20.40 20.02 4.9 17.327 Sprinkler S102 20.03 20.02 4.9 16.713 Sprinkler S103 20.02 20.02 4.9 16.700 Sprinkler S104 20.89 20.02 4.9 18.176 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/14/2020 Page 4AutoSPRINK 2019 v15.1.19.0 9:14:31AM Job Name: Ithaca Arthaus Remote Area Number: 1 Date: 5/14/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.0001 67.062181.341450.00 91.53092.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 39'-0 81.3467.062Supply1 96'-0 20.4017.327SprinklerS101 96'-0 20.0316.713SprinklerS102 96'-0 20.0216.700SprinklerS103 96'-0 20.8918.176SprinklerS104 88'-0 45.0262 56'-6 59.4303 47'-0 63.5684 39'-0 67.0595 45'-10½64.0576 97'-2½19.75522 97'-6½17.93723 97'-2½19.39424 97'-2½19.34925 96'-6 39.44026 96'-6 41.32427 © M.E.P.CAD, Inc.5/14/2020 Page 5AutoSPRINK 2019 v15.1.19.0 9:14:36AM Date: 5/14/2020 Job Name: Ithaca Arthaus 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 17'-0 97'-6½27'-11 -0.667 1.905 96'-0 10'-11S103 23 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 16.70020.02 0.068193 Sprinkler, 20.02 4.9 E(7'-0), 2T(5'-0) 150 5'-0 97'-2½5'-4 0.145 1.312 97'-6½0'-423 24 1 (See Notes) 1.1010 17.93720.03 0.245924 Flow (q) from Route 2 40.06 T(5'-0) 150 4'-0 97'-2½12'-8 0.362 97'-2½8'-824 22 2 (See Notes) 2.0030 19.39420.40 0.028563 Flow (q) from Route 3 60.45 2Tr(2'-0) 150 152'-0 96'-6 391'-9½ 0.306 19.379 97'-2½239'-9½22 26 2 (See Notes) 2.0030 19.75520.89 0.049462 Flow (q) from Route 4 81.34 54Tr(2'-0), 3E(11'-0), T(10'-0), cplg(1'-0) 150 33'-2½ 96'-6 36'-2 1.884 96'-6 2'-1126 27 2 (See Notes) 2.1570 39.440 0.05210781.34 CV(13'-6½), BV(7'-4½), PO(12' -3½) 120 88'-0 8'-6 3.685 0.016 96'-6 8'-627 2 4 4.2600 41.324 0.00189581.34 120 186'-11½ 56'-6 395'-2 13.656 0.749 88'-0 208'-22 3 4 (See Notes) 4.2600 45.026 0.00189581.34 T(26'-4), 9E(13'-2), BV(15'-9½) , PO(26'-4) 120 44'-0 47'-0 69'-5 4.119 0.019 56'-6 25'-53 4 6 (See Notes) 6.3570 59.430 0.00027081.34 EE(8'-9½), 2E(17'-7), BFP 120 52'-0 45'-10½52'-0 0.479 0.011 47'-0 0'-04 6 6 (See Notes) 6.2800 63.568 0.00021581.34 T(47'-3½), GV(4'-8½), BOR 140 69'-4 39'-0 96'-2½ 2.981 0.021 45'-10½26'-10½6 5 6 (See Notes) 6.2800 64.057 0.00021581.34 E(22'-1), T(47'-3½) 140 39'-0 469'-0 0.004 39'-0 469'-05 1 12 (See Notes) 12.4600 67.059 0.00000881.34 S 140 © M.E.P.CAD, Inc.5/14/2020 Page 6AutoSPRINK 2019 v15.1.19.0 9:14:39AM1 Date: 5/14/2020 Job Name: Ithaca Arthaus 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 1 100.00 Hose Allowance At Source 181.34 Route 1Total(Pt) 67.062 15'-0 97'-6½27'-8½ -0.667 1.892 96'-0 12'-8½S102 23 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 16.71320.03 0.068242 Sprinkler, 20.03 4.9 3T(5'-0) 150 17.937 Total(Pt)Route 2 24'-0 97'-2½36'-1 -0.523 2.545 96'-0 12'-1S101 25 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 17.32720.40 0.070559 Sprinkler, 20.40 4.9 2E(7'-0), 2T(5'-0) 150 2'-0 97'-2½11'-6½0.044 97'-2½9'-6½25 24 2 (See Notes) 2.0030 19.349 0.00382720.40 Tr(2'-0) 150 19.394 Total(Pt)Route 3 24'-0 97'-2½28'-6 -0.523 2.102 96'-0 4'-6S104 22 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 18.17620.89 0.073749 Sprinkler, 20.89 4.9 2E(7'-0), 2T(5'-0) 150 19.755 Total(Pt)Route 4 © M.E.P.CAD, Inc.5/14/2020 Page 7AutoSPRINK 2019 v15.1.19.0 9:14:39AM1 Date: 5/14/2020 Job Name: Ithaca Arthaus 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, Inc.5/14/2020 Page 8AutoSPRINK 2019 v15.1.19.0 9:14:39AM1 Hydraulic Calculations Location: 130 Cherry Street, Ithaca, NY, Project Name: Ithaca Arthaus Drawing Name: 5TH FLOOR FP Calculation Date: 5/14/2020 for Design Remote Area Location: Light Hazard Area of Application: 1500ft² (Actual 1083ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 7 5th Floor Interstitial Space 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 1100.00 (including Hose Streams where applicable):Total Water Required 73.263@214.86From Water Supply at Node 1:(Safety Margin = 18.094 psi) Type of System: Volume of Dry or PreAction System:N/A Source:CITY OF ITHACA Location: Date:for Node:1 Name of Contractor:abj Fire Protection Co. Ithaca Fire DepartmentAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 6500 New Venture Gear Dr., East Syracuse, NY Nolan Alley Notes: 5/14/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.19.0 9:14:45AM2 Hydraulic Graph Supply Node: 1 Job Name: Ithaca Arthaus Remote Area Number: 2 Date: 5/14/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/14/2020 Page 2AutoSPRINK 2019 v15.1.19.0 9:14:48AM Hydraulic Graph BOR Job Name: Ithaca Arthaus Remote Area Number: 2 Date: 5/14/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/14/2020 Page 3AutoSPRINK 2019 v15.1.19.0 9:14:48AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard (2) Job Number: 20-128 Sprinkler S201 17.36 14.82 5.6 9.610 Sprinkler S202 15.50 14.82 5.6 7.659 Sprinkler S203 16.03 14.82 5.6 8.194 Sprinkler S204 15.70 15.70 5.6 7.860 Sprinkler S205 16.17 15.70 5.6 8.335 Sprinkler S206 16.70 15.70 5.6 8.895 Sprinkler S207 17.41 15.70 5.6 9.660 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/14/2020 Page 4AutoSPRINK 2019 v15.1.19.0 9:14:50AM Job Name: Ithaca Arthaus Remote Area Number: 2 Date: 5/14/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.0001 73.263214.861450.00 91.35792.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 39'-0 114.8673.263Supply1 97'-10 17.369.610SprinklerS201 97'-10 15.507.659SprinklerS202 97'-10 16.038.194SprinklerS203 97'-10 15.707.860SprinklerS204 97'-10 16.178.335SprinklerS205 97'-10 16.708.895SprinklerS206 97'-10 17.419.660SprinklerS207 88'-0 50.5092 56'-6 65.5823 47'-0 69.7364 39'-0 73.2565 45'-10½70.2366 97'-6½9.4407 97'-6½10.0678 97'-6½9.3659 97'-2½14.03412 97'-2½13.03613 97'-2½12.73115 © M.E.P.CAD, Inc.5/14/2020 Page 5AutoSPRINK 2019 v15.1.19.0 9:14:54AM Job Name: Ithaca Arthaus Remote Area Number: 2 Date: 5/14/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 97'-2½12.68817 96'-6 43.22526 96'-6 46.79327 © M.E.P.CAD, Inc.5/14/2020 Page 6AutoSPRINK 2019 v15.1.19.0 9:14:54AM Date: 5/14/2020 Job Name: Ithaca Arthaus 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 20'-0 97'-6½33'-5 0.128 1.452 97'-10 13'-5S204 7 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 7.86015.70 0.043479 Sprinkler, 15.70 5.6 2E(7'-0), T(5'-0), Tr(1'-0) 150 13'-0 97'-2½21'-5 0.145 3.452 97'-6½8'-57 13 1 (See Notes) 1.1010 9.44016.17 0.161087 Flow (q) from Route 2 31.87 Tr(1'-0), E(7'-0), T(5'-0) 150 6'-0 97'-2½20'-5½0.998 97'-2½14'-5½13 12 2 (See Notes) 2.0030 13.03648.89 0.048803 Flow (q) from Route 3 80.75 3Tr(2'-0) 150 122'-0 96'-6 308'-5½ 0.306 28.885 97'-2½186'-5½12 26 2 (See Notes) 2.0030 14.03434.11 0.093651 Flow (q) from Route 4 114.86 39Tr(2'-0), 3E(11'-0), T(10'-0), cplg(1'-0) 150 33'-2½ 96'-6 36'-2 3.568 96'-6 2'-1126 27 2 (See Notes) 2.1570 43.225 0.098658114.86 CV(13'-6½), BV(7'-4½), PO(12' -3½) 120 88'-0 8'-6 3.685 0.030 96'-6 8'-627 2 4 4.2600 46.793 0.003587114.86 120 186'-11½ 56'-6 395'-2 13.656 1.417 88'-0 208'-22 3 4 (See Notes) 4.2600 50.509 0.003587114.86 T(26'-4), 9E(13'-2), BV(15'-9½) , PO(26'-4) 120 44'-0 47'-0 69'-5 4.119 0.035 56'-6 25'-53 4 6 (See Notes) 6.3570 65.582 0.000511114.86 EE(8'-9½), 2E(17'-7), BFP 120 52'-0 45'-10½52'-0 0.479 0.021 47'-0 0'-04 6 6 (See Notes) 6.2800 69.736 0.000407114.86 T(47'-3½), GV(4'-8½), BOR 140 69'-4 39'-0 96'-2½ 2.981 0.039 45'-10½26'-10½6 5 6 (See Notes) 6.2800 70.236 0.000407114.86 E(22'-1), T(47'-3½) 140 39'-0 469'-0 0.007 39'-0 469'-05 1 12 (See Notes) 12.4600 73.256 0.000014114.86 S 140 © M.E.P.CAD, Inc.5/14/2020 Page 7AutoSPRINK 2019 v15.1.19.0 9:14:58AM2 Date: 5/14/2020 Job Name: Ithaca Arthaus 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 1 100.00 Hose Allowance At Source 214.86 Route 1Total(Pt) 73.263 19'-0 97'-6½21'-3½ 0.128 0.977 97'-10 2'-3½S205 7 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 8.33516.17 0.045905 Sprinkler, 16.17 5.6 2E(7'-0), T(5'-0) 150 9.440 Total(Pt)Route 2 21'-0 97'-6½37'-2½ 0.128 1.579 97'-10 16'-2½S202 9 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 7.65915.50 0.042448 Sprinkler, 15.50 5.6 2E(7'-0), T(5'-0), 2Tr(1'-0) 150 13'-0 97'-2½20'-5 0.145 3.221 97'-6½7'-59 15 1 (See Notes) 1.1010 9.36516.03 0.157921 Flow (q) from Route 5 31.53 Tr(1'-0), E(7'-0), T(5'-0) 150 6'-0 97'-2½15'-10 0.305 97'-2½9'-1015 13 2 (See Notes) 2.0030 12.73117.36 0.019284 Flow (q) from Route 7 48.89 3Tr(2'-0) 150 13.036 Total(Pt)Route 3 9'-0 97'-6½21'-5 0.128 1.044 97'-10 12'-5S206 8 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 8.89516.70 0.048751 Sprinkler, 16.70 5.6 T(5'-0), 4Tr(1'-0) 150 13'-0 97'-2½20'-11 0.145 3.823 97'-6½7'-118 12 1 (See Notes) 1.1010 10.06717.41 0.182658 Flow (q) from Route 6 34.11 Tr(1'-0), E(7'-0), T(5'-0) 150 14.034 Total(Pt)Route 4 19'-0 97'-6½23'-1 0.128 1.044 97'-10 4'-1S203 9 1 • • • • • Route 5 • • • • •(See Notes) 1.1010 8.19416.03 0.045184 Sprinkler, 16.03 5.6 2E(7'-0), T(5'-0) 150 9.365 Total(Pt)Route 5 5'-0 97'-6½5'-3½ 0.128 0.279 97'-10 0'-3½S207 8 1 • • • • • Route 6 • • • • •(See Notes) 1.1010 9.66017.41 0.052618 Sprinkler, 17.41 5.6 T(5'-0) 150 10.067 Total(Pt)Route 6 © M.E.P.CAD, Inc.5/14/2020 Page 8AutoSPRINK 2019 v15.1.19.0 9:14:58AM2 Date: 5/14/2020 Job Name: Ithaca Arthaus 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 26'-0 97'-2½53'-7 0.272 2.806 97'-10 27'-7S201 17 1 • • • • • Route 7 • • • • •(See Notes) 1.1010 9.61017.36 0.052363 Sprinkler, 17.36 5.6 2E(7'-0), 2Tr(1'-0), 2T(5'-0) 150 6'-0 97'-2½15'-0 0.043 97'-2½9'-017 15 2 (See Notes) 2.0030 12.688 0.00284017.36 3Tr(2'-0) 150 12.731 Total(Pt)Route 7 © M.E.P.CAD, Inc.5/14/2020 Page 9AutoSPRINK 2019 v15.1.19.0 9:14:58AM2 Date: 5/14/2020 Job Name: Ithaca Arthaus 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, Inc.5/14/2020 Page 10AutoSPRINK 2019 v15.1.19.0 9:14:57AM2 Hydraulic Calculations Location: 130 Cherry Street, Ithaca, NY, Project Name: Ithaca Arthaus Drawing Name: 5TH FLOOR FP Calculation Date: 5/14/2020 for Design Remote Area Location: Light Hazard Area of Application: 1500ft² (Actual 277ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 5 5th Floor Corridor 3Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 1100.00 (including Hose Streams where applicable):Total Water Required 52.099@177.30From Water Supply at Node 1:(Safety Margin = 39.450 psi) Type of System: Volume of Dry or PreAction System:N/A Source:CITY OF ITHACA Location: Date:for Node:1 Name of Contractor:abj Fire Protection Co. Ithaca Fire DepartmentAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 6500 New Venture Gear Dr., East Syracuse, NY Nolan Alley Notes: 5/14/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.19.0 9:15:04AM3 protected by a single row of sprinklers with protected openings in accordance with 11.2.3.3.5 the NFPA 11.2.3.3.6 " Where the room design method is used the area under consideration is a cooridor maximum number of sprinklers that need to be calculated is 5 or, when extended coverage sprinklers are installed, all sprinkler contained within 75 linear feet of the corridor." Hydraulic Graph Supply Node: 1 Job Name: Ithaca Arthaus Remote Area Number: 3 Date: 5/14/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/14/2020 Page 2AutoSPRINK 2019 v15.1.19.0 9:15:06AM Hydraulic Graph BOR Job Name: Ithaca Arthaus Remote Area Number: 3 Date: 5/14/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/14/2020 Page 3AutoSPRINK 2019 v15.1.19.0 9:15:06AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard (3) Job Number: 20-128 Sprinkler S301 14.82 14.82 5.6 7.000 Sprinkler S302 15.41 14.82 5.6 7.568 Sprinkler S303 15.45 14.82 5.6 7.610 Sprinkler S304 15.61 14.82 5.6 7.768 Sprinkler S305 16.02 14.82 5.6 8.187 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/14/2020 Page 4AutoSPRINK 2019 v15.1.19.0 9:15:09AM Job Name: Ithaca Arthaus Remote Area Number: 3 Date: 5/14/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.0001 52.099177.301450.00 91.54992.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 39'-0 77.3052.099Supply1 96'-0½14.827.000SprinklerS301 96'-0½15.417.568SprinklerS302 96'-0½15.457.610SprinklerS303 96'-0½15.617.768SprinklerS304 96'-0½16.028.187SprinklerS305 88'-0 30.1342 56'-6 44.4723 47'-0 48.6074 39'-0 52.0965 45'-10½49.0966 97'-2½8.72816 97'-2½8.25918 97'-2½8.19119 97'-2½8.09020 97'-2½8.08321 96'-6 24.72026 96'-6 26.43527 © M.E.P.CAD, Inc.5/14/2020 Page 5AutoSPRINK 2019 v15.1.19.0 9:15:13AM Date: 5/14/2020 Job Name: Ithaca Arthaus 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 31'-0 97'-2½40'-10 -0.504 1.595 96'-0½9'-10S301 20 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 7.00014.82 0.039060 Sprinkler, 14.82 5.6 3E(7'-0), 2T(5'-0) 150 4'-0 97'-2½12'-8½0.101 97'-2½8'-8½20 19 2 (See Notes) 2.0030 8.09015.45 0.007942 Flow (q) from Route 3 30.26 2Tr(2'-0) 150 2'-0 97'-2½4'-0 0.068 97'-2½2'-019 18 2 (See Notes) 2.0030 8.19115.41 0.017002 Flow (q) from Route 2 45.67 Tr(2'-0) 150 6'-0 97'-2½16'-0 0.469 97'-2½10'-018 16 2 (See Notes) 2.0030 8.25915.61 0.029289 Flow (q) from Route 4 61.28 3Tr(2'-0) 150 136'-0 96'-6 348'-6 0.306 15.687 97'-2½212'-616 26 2 (See Notes) 2.0030 8.72816.02 0.045012 Flow (q) from Route 5 77.30 46Tr(2'-0), 3E(11'-0), T(10'-0), cplg(1'-0) 150 33'-2½ 96'-6 36'-2 1.715 96'-6 2'-1126 27 2 (See Notes) 2.1570 24.720 0.04741977.30 CV(13'-6½), BV(7'-4½), PO(12' -3½) 120 88'-0 8'-6 3.685 0.015 96'-6 8'-627 2 4 4.2600 26.435 0.00172477.30 120 186'-11½ 56'-6 395'-2 13.656 0.681 88'-0 208'-22 3 4 (See Notes) 4.2600 30.134 0.00172477.30 T(26'-4), 9E(13'-2), BV(15'-9½) , PO(26'-4) 120 44'-0 47'-0 69'-5 4.119 0.017 56'-6 25'-53 4 6 (See Notes) 6.3570 44.472 0.00024577.30 EE(8'-9½), 2E(17'-7), BFP 120 52'-0 45'-10½52'-0 0.479 0.010 47'-0 0'-04 6 6 (See Notes) 6.2800 48.607 0.00019677.30 T(47'-3½), GV(4'-8½), BOR 140 69'-4 39'-0 96'-2½ 2.981 0.019 45'-10½26'-10½6 5 6 (See Notes) 6.2800 49.096 0.00019677.30 E(22'-1), T(47'-3½) 140 © M.E.P.CAD, Inc.5/14/2020 Page 6AutoSPRINK 2019 v15.1.19.0 9:15:16AM3 Date: 5/14/2020 Job Name: Ithaca Arthaus 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'-0 469'-0 0.003 39'-0 469'-05 1 12 (See Notes) 12.4600 52.096 0.00000777.30 S 140 1 100.00 Hose Allowance At Source 177.30 Route 1Total(Pt) 52.099 19'-0 97'-2½26'-10 -0.504 1.127 96'-0½7'-10S302 19 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 7.56815.41 0.041984 Sprinkler, 15.41 5.6 2E(7'-0), T(5'-0) 150 8.191 Total(Pt)Route 2 19'-0 97'-2½23'-2 -0.504 0.977 96'-0½4'-2S303 21 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 7.61015.45 0.042199 Sprinkler, 15.45 5.6 2E(7'-0), T(5'-0) 150 2'-0 97'-2½3'-3½0.008 97'-2½1'-3½21 20 2 (See Notes) 2.0030 8.083 0.00228915.45 Tr(2'-0) 150 8.090 Total(Pt)Route 3 19'-0 97'-2½23'-2 -0.504 0.996 96'-0½4'-2S304 18 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 7.76815.61 0.043007 Sprinkler, 15.61 5.6 2E(7'-0), T(5'-0) 150 8.259 Total(Pt)Route 4 19'-0 97'-2½23'-2 -0.504 1.045 96'-0½4'-2S305 16 1 • • • • • Route 5 • • • • •(See Notes) 1.1010 8.18716.02 0.045149 Sprinkler, 16.02 5.6 2E(7'-0), T(5'-0) 150 8.728 Total(Pt)Route 5 © M.E.P.CAD, Inc.5/14/2020 Page 7AutoSPRINK 2019 v15.1.19.0 9:15:16AM3 Date: 5/14/2020 Job Name: Ithaca Arthaus 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, Inc.5/14/2020 Page 8AutoSPRINK 2019 v15.1.19.0 9:15:16AM3