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HomeMy WebLinkAboutFire Sprinkler_Hyd CalcsHydraulic Calculations Location: 1242 THOMAS DRIVE, BOZEMAN, MT, Project Name: ADDISON PLACE CONDOS Drawing Name: 22049 Addison Place Condos Calculation Date: 8/25/2022 for Design Remote Area Location: Residential Area of Application: 900ft² (Actual 509ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 4 UNIT 304 #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 1100.00 (including Hose Streams where applicable):Total Water Required 88.304@190.40From Water Supply at Node 1:(Safety Margin = 18.632) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: Authority Having Jurisdiction: Address: Phone Number: Name of designer: , PMANION N/A N/A Right:Left:Automatic peaking results Notes: 8/25/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.25.0 1:01:15PM#1 Hydraulic Graph Water Supply Node: 1 Job Name: ADDISON PLACE CONDOS Remote Area Number: #1 Date: 8/25/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/25/2022 Page 2AutoSPRINK 2020 v16.3.25.0 1:01:21PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (#1) Job Number: 22049 Sprinkler 101 22.00 22.00 4.2 27.438 Sprinkler 102 22.42 22.00 4.2 28.486 Sprinkler 103 22.55 22.00 4.2 28.816 Sprinkler 104 23.44 22.00 4.2 31.153 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/25/2022 Page 3AutoSPRINK 2020 v16.3.25.0 1:01:23PM Job Name: ADDISON PLACE CONDOS Remote Area Number: #1 Date: 8/25/2022 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 102.0001 88.304190.402000.00 106.936107.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -6'-6 90.4088.304Supply1 28'-11½22.0027.438Sprinkler101 28'-11½22.4228.486Sprinkler102 28'-11½22.5528.816Sprinkler103 28'-11½23.4431.153Sprinkler104 1'-0 84.9902 4'-10½79.8913 6'-2 79.0324 19'-8 35.61010 19'-8 48.37912 9'-8 69.81913 19'-8 38.37918 19'-8 47.16719 © M.E.P.CAD, Inc.8/25/2022 Page 4AutoSPRINK 2020 v16.3.25.0 1:01:26PM Date: 8/25/2022 Job Name: ADDISON PLACE CONDOS 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 30'-0 19'-8 51'-2 4.019 4.154 28'-11½21'-2101 10 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 27.43822.00 0.081161 Sprinkler, 22.00 4.2 3E(7'-0), T(5'-0), 4Tr(1'-0) 150 10'-0 19'-8 42'-8 12.769 19'-8 32'-810 12 1 (See Notes) 1.1010 35.61022.55 0.299336 Flow (q) from Route 3 44.55 5Tr(1'-0), C(5'-0) 150 28'-0 9'-8 48'-8 4.335 17.105 19'-8 20'-812 13 1¼(See Notes) 1.3940 48.37945.86 0.351367 Flow (q) from Route 2 90.40 2T(6'-0), 2E(8'-0) 150 11'-0 9'-8 38'-11½ -0.000 7.042 9'-8 27'-11½13 198 1½(See Notes) 1.5980 69.819 0.18067790.40 2Tr(1'-0), E(9'-0) 150 5'-0 6'-2 8'-6 1.509 0.661 9'-8 3'-6198 4 2 (See Notes) 2.0670 76.861 0.07796490.40 E(5'-0) 120 3'-6 4'-10½4'-7 0.569 0.290 6'-2 1'-14 3 2 (See Notes) 2.1570 79.032 0.06335190.40 2f(-0.000), Tr(3'-6) 120 1'-0 3'-10½ 1.679 3.420 4'-10½3'-10½3 2 2 (See Notes) 2.0670 79.891 0.07796490.40 BFP(-3.146) 120 16'-8½ -6'-6 34'-5 3.251 0.062 1'-0 17'-82 1 4 (See Notes) 4.2200 84.990 0.00181390.40 E(16'-8½), S 140 1 100.00 Hose Allowance At Source 190.40 Route 1Total(Pt) 88.304 35'-0 19'-8 69'-11 4.019 5.874 28'-11½34'-11102 18 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 28.48622.42 0.084026 Sprinkler, 22.42 4.2 3E(7'-0), 2T(5'-0), 4Tr(1'-0) 150 9'-0 19'-8 27'-10 8.788 19'-8 18'-1018 19 1 (See Notes) 1.1010 38.37923.44 0.315860 Flow (q) from Route 4 45.86 4Tr(1'-0), T(5'-0) 150 © M.E.P.CAD, Inc.8/25/2022 Page 5AutoSPRINK 2020 v16.3.25.0 1:01:28PM#1 Date: 8/25/2022 Job Name: ADDISON PLACE CONDOS 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'-0 19'-8 12'-1 1.212 19'-8 11'-119 12 1¼(See Notes) 1.3940 47.167 0.10010145.86 Tr(1'-0) 150 48.379 Total(Pt)Route 2 19'-0 19'-8 32'-8 4.019 2.775 28'-11½13'-8103 10 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 28.81622.55 0.084926 Sprinkler, 22.55 4.2 2E(7'-0), T(5'-0) 150 35.610 Total(Pt)Route 3 24'-0 19'-8 35'-1½ 4.019 3.207 28'-11½11'-1½104 18 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 31.15323.44 0.091277 Sprinkler, 23.44 4.2 2E(7'-0), 2T(5'-0) 150 38.379 Total(Pt)Route 4 © M.E.P.CAD, Inc.8/25/2022 Page 6AutoSPRINK 2020 v16.3.25.0 1:01:28PM#1 Date: 8/25/2022 Job Name: ADDISON PLACE CONDOS 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.8/25/2022 Page 7AutoSPRINK 2020 v16.3.25.0 1:01:28PM#1 Hydraulic Calculations Location: 1242 THOMAS DRIVE, BOZEMAN, MT, Project Name: ADDISON PLACE CONDOS Drawing Name: 22049 Addison Place Condos Calculation Date: 8/25/2022 for Design Remote Area Location: Residential Area of Application: 900ft² (Actual 509ft²) Coverage per Sprinkler: 400ft² Type of sprinklers calculated: 4 UNIT 204 #2Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.05gpm/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 63.830@182.04From Water Supply at Node 1:(Safety Margin = 43.111) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: Authority Having Jurisdiction: Address: Phone Number: Name of designer: , PMANION N/ALeft: 60.318 Right:Automatic peaking results Notes: 8/25/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.25.0 1:02:54PM#2 Hydraulic Graph Water Supply Node: 1 Job Name: ADDISON PLACE CONDOS Remote Area Number: #2 Date: 8/25/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/25/2022 Page 2AutoSPRINK 2020 v16.3.25.0 1:02:57PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (#2) Job Number: 22049 Sprinkler 500 20.02 20.02 4.9 16.700 Sprinkler 501 20.45 20.02 4.9 17.411 Sprinkler 502 20.56 20.02 4.9 17.609 Sprinkler 503 21.01 20.02 4.9 18.388 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/25/2022 Page 3AutoSPRINK 2020 v16.3.25.0 1:02:59PM Job Name: ADDISON PLACE CONDOS Remote Area Number: #2 Date: 8/25/2022 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 102.0001 63.830182.042000.00 106.941107.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -6'-6 82.0463.830Supply1 19'-4½20.0216.700Sprinkler500 19'-4½20.4517.411Sprinkler501 19'-4½20.5617.609Sprinkler502 19'-4½21.0118.388Sprinkler503 1'-0 60.5262 4'-10½55.3833 6'-2 54.5714 19'-8 27.99512 9'-8 46.62413 19'-8 27.02819 19'-8 18.44220 19'-8 19.32721 © M.E.P.CAD, Inc.8/25/2022 Page 4AutoSPRINK 2020 v16.3.25.0 1:03:01PM Date: 8/25/2022 Job Name: ADDISON PLACE CONDOS 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 14'-0 19'-8 27'-3½ -0.117 1.860 19'-4½13'-3½500 20 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 16.70020.02 0.068193 Sprinkler, 20.02 4.9 E(7'-0), T(5'-0), 2Tr(1'-0) 150 10'-0 19'-8 34'-1 8.586 19'-8 24'-120 19 1 (See Notes) 1.1010 18.44220.56 0.251980 Flow (q) from Route 3 40.59 5Tr(1'-0), T(5'-0) 150 1'-0 19'-8 12'-1 0.967 19'-8 11'-119 12 1¼(See Notes) 1.3940 27.028 0.07985640.59 Tr(1'-0) 150 28'-0 9'-8 48'-8 4.335 14.294 19'-8 20'-812 13 1¼(See Notes) 1.3940 27.99541.46 0.293628 Flow (q) from Route 2 82.04 2T(6'-0), 2E(8'-0) 150 11'-0 9'-8 38'-11½ -0.000 5.885 9'-8 27'-11½13 198 1½(See Notes) 1.5980 46.624 0.15098782.04 2Tr(1'-0), E(9'-0) 150 5'-0 6'-2 8'-6 1.509 0.553 9'-8 3'-6198 4 2 (See Notes) 2.0670 52.509 0.06515382.04 E(5'-0) 120 3'-6 4'-10½4'-7 0.569 0.243 6'-2 1'-14 3 2 (See Notes) 2.1570 54.571 0.05294182.04 2f(-0.000), Tr(3'-6) 120 1'-0 3'-10½ 1.679 3.464 4'-10½3'-10½3 2 2 (See Notes) 2.0670 55.383 0.06515382.04 BFP(-3.146) 120 16'-8½ -6'-6 34'-5 3.251 0.052 1'-0 17'-82 1 4 (See Notes) 4.2200 60.526 0.00151582.04 E(16'-8½), S 140 1 100.00 Hose Allowance At Source 182.04 Route 1Total(Pt) 63.830 15'-0 19'-8 28'-8 -0.117 2.033 19'-4½13'-8501 21 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 17.41120.45 0.070875 Sprinkler, 20.45 4.9 E(7'-0), T(5'-0), 3Tr(1'-0) 150 © M.E.P.CAD, Inc.8/25/2022 Page 5AutoSPRINK 2020 v16.3.25.0 1:03:04PM#2 Date: 8/25/2022 Job Name: ADDISON PLACE CONDOS 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 9'-0 19'-8 33'-1 8.668 19'-8 24'-121 12 1 (See Notes) 1.1010 19.32721.01 0.262083 Flow (q) from Route 4 41.46 4Tr(1'-0), C(5'-0) 150 27.995 Total(Pt)Route 2 12'-0 19'-8 13'-3½ -0.117 0.950 19'-4½1'-3½502 20 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 17.60920.56 0.071621 Sprinkler, 20.56 4.9 E(7'-0), T(5'-0) 150 18.442 Total(Pt)Route 3 12'-0 19'-8 14'-2 -0.117 1.056 19'-4½2'-2503 21 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 18.38821.01 0.074546 Sprinkler, 21.01 4.9 E(7'-0), T(5'-0) 150 19.327 Total(Pt)Route 4 © M.E.P.CAD, Inc.8/25/2022 Page 6AutoSPRINK 2020 v16.3.25.0 1:03:04PM#2 CITY OF BOZEMAN Fire Flow Request Form PHONE (406) 582-3200 FAX (406) 582-3201 Date August 16, 2022 Location Sartain Street and Thomas Drive Pressure Zone Northwest (HGL 4940) GIS Hydrant ID# 1162 Adjacent Main Size 12 – inch DI Model Scenario Maximum Day Demand, Steady State, Fire Flow Reference 2017 Water Facility Plan Update1 Hydrant Curves An Excel Spreadsheet with hydrant curves has been provided for the requested location Requested Location via the Bozeman Infrastructure Viewer2 If you have questions or need further information feel free to email. Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK 1 https://www.bozeman.net/government/engineering/permits-plans-projects 2 https://gisweb.bozeman.net/Html5Viewer/?viewer=infrastructure GIS Hydrant # Available Flow (gpm)Residual Pressure (psi)1162 0 107.83 200 107.17 400 106.49 600 105.97 800 105.34 1,000.00 104.61 1,200.00 103.78 1,400.00 103.11 1,600.00 102.83 1,800.00 102.52 2,000.00 102.16 2,200.00 101.75 2,400.00 101.3 2,600.00 100.79 2,800.00 100.34 3,000.00 99.83 3,200.00 99.29 3,400.00 98.71 3,600.00 98.1 3,800.00 97.48 4,000.00 96.85 4,200.00 96.18 4,400.00 95.48 4,600.00 94.74 4,800.00 93.98 5,000.00 93.18 5,200.00 92.36 5,400.00 91.5 5,600.00 90.62 5,800.00 89.7 6,000.00 88.76 6,200.00 87.79 6,400.00 86.79 6,600.00 85.76 6,800.00 84.71 7,000.00 83.67 7,200.00 82.7 7,400.00 81.68 7,600.00 80.65 7,800.00 79.61 8,000.00 78.55 8,200.00 77.45 8,400.00 76.33 8,600.00 75.18 8,800.00 74.01 9,000.00 72.8 9,200.00 71.59 9,400.00 70.35 9,600.00 69.09 9,800.00 67.79 10,000.00 66.48 10,200.00 65.15 10,400.00 63.79 10,600.00 62.41 10,800.00 61.02 11,000.00 59.6 11,200.00 58.16 11,400.00 56.71 11,600.00 55.22 11,800.00 53.73 12,000.00 52.26 12,200.00 50.73 12,400.00 49.17 12,600.00 47.57 12,800.00 45.92 13,000.00 44.19 13,200.00 42.33 13,400.00 40.42 13,600.00 38.5 13,800.00 36.58 14,000.00 34.56 14,200.00 32.26 14,400.00 29.78 14,600.00 27.21 14,800.00 24.19 15,000.00 21.61 15,200.00 18.75 15,400.00 15.95 15,600.00 12.92 15,800.00 10.3 16,000.00 7.49 16,200.00 3.56 16,400.00 0.22 Hydrant Curve 0 20 40 60 80 100 120 0 2000 4000 6000 8000 10000 12000 14000 16000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 1162 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. Date: 8/25/2022 Job Name: ADDISON PLACE CONDOS 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.8/25/2022 Page 7AutoSPRINK 2020 v16.3.25.0 1:03:04PM#2