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HomeMy WebLinkAboutHYDRAULIC CALCS - 20-00548 - 236 N 3rd E - Kostial - Fire SprinklerHydraulic Calculations Location: 236 N. 3rd St., Rexburg, Idaho 83440, Project Name: Kostial 4-Plex Drawing Name: Kostial 4-Plex Permit FP-1 Calculation Date: 7/7/2020 for Design Remote Area Location: Residential Area of Application: 367ft² (Actual 367ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 3 BASEMENT 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.05gpm/ft² Sidewall In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 6100.00 35.00 HoseType:7at Node: (including Hose Streams where applicable):Total Water Required 53.485@185.57From Water Supply at Node 6: Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent System:0.00gal Name of Contractor:FSI Authority Having Jurisdiction: Address: Phone Number: Name of designer: 610 Mallard, Chubbuck, Idaho 83202 208-232-3640 C H N/A N/A Right:Left:Automatic peaking results Darcy-Weisbach Calculation: Description: Water @ 68°F/20°C Product Name: Antifreeze solution in pipes within or passing through: Cold Areas: Warm Areas: Density: 62.400lb/ft³ Density: 62.400lb/ft³ Viscosity: 1.002cP Viscosity: 1.002cP NFPA Suggested Aged Pipe Roughness is being applied . Darcy-Weisbach equations are being used because the system requires special design considerations. The Darcy-Weisbach formula used in this hydraulic calculation to determine fluid/agent friction loss is: P = 0.000216 fLp(Q^2)/(d^5) Friction Loss factors are derived from the Moody Diagram. Reynolds Number is calculated using: Re=Q/d/k Relative Roughness of Pipe is: e/D K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being discharged (Bernoulli-based formula). C-Factors are not relevant to this type of calculation. These are replaced with the Roughness e-value for the pipe. 7/7/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2018 v14.2.12.0 5:47:05PM1 Darcy-Weisbach Calculation Hydraulic Graph Water Supply Node: 6 Job Name: Kostial 4-Plex Remote Area Number: 1 Date: 7/7/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/7/2020 Page 2AutoSPRINK 2018 v14.2.12.0 5:47:06PM Hydraulic Graph BOR Job Name: Kostial 4-Plex Remote Area Number: 1 Date: 7/7/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/7/2020 Page 3AutoSPRINK 2018 v14.2.12.0 5:47:06PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1) Job Number: 7-7-2020 - 1 Hose 7 35.00 35.00 0 49.044 Sprinkler 101 15.99 15.99 4.2 14.500 Sprinkler 102 16.41 15.99 4.2 15.258 Sprinkler 103 18.17 12.80 4.2 18.722 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/7/2020 Page 4AutoSPRINK 2018 v14.2.12.0 5:47:13PM Job Name: Kostial 4-Plex Remote Area Number: 1 Date: 7/7/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 61.0006 53.485185.571139.00 75.60276.000Water Supply Node Analysis Darcy-Weisbach CalculationDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -6'-0 85.5753.485Supply6 -6'-0 35.0049.044Hose7 Hos -3'-0 15.9914.500Sprinkler101 -3'-0 16.4115.258Sprinkler102 -3'-0 18.1718.722Sprinkler103 -3'-0 15.6361 -3'-0 19.6872 -3'-0 30.3713 -6'-0 49.317Gauge4 -6'-0 49.6955 © M.E.P.CAD, Inc.7/7/2020 Page 5AutoSPRINK 2018 v14.2.12.0 5:47:16PM Date: 7/7/2020 Job Name: Kostial 4-Plex Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Darcy-Weisbach CalculationFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 5'-0 -3'-0 17'-7 1.136 -3'-0 12'-7101 1 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 14.50015.99 0.064666 Sprinkler, 15.99 4.2 (adj) T(5'-0) 0.004" 5'-0 -3'-0 15'-11 4.051 -3'-0 10'-111 2 1 (See Notes) 1.1010 15.63616.41 0.254733 Flow (q) from Route 2 32.40 T(5'-0) 0.004" 5'-0 -3'-0 17'-6 10.683 -3'-0 12'-62 3 1 (See Notes) 1.1010 19.68718.17 0.610466 Flow (q) from Route 3 50.57 T(5'-0) 0.004" 12'-0 -6'-0 31'-3 1.301 17.646 -3'-0 19'-33 4 1½(See Notes) 1.6100 30.371 0.08462050.57 T(8'-0), E(4'-0), BFP(-15.000), BOR 0.004" -6'-0 1'-7 0.378 -6'-0 1'-74 5 1½ 1.6100 49.31735.00 0.236606 Flow (q) from Route 4 85.57 0.004" 7'-4½ -6'-0 72'-10½3.790 -6'-0 65'-65 6 2 (See Notes) 2.1570 49.695 0.05201385.57 E(6'-2), GV(1'-3), S 0.004" 6 100.00 Hose Allowance At Source 185.57 Route 1Total(Pt) 53.485 5'-0 -3'-0 5'-7 0.378 -3'-0 0'-7102 1 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 15.25816.41 0.067919 Sprinkler, 16.41 4.2 (adj) T(5'-0) 0.004" 15.636 Total(Pt)Route 2 10'-0 -3'-0 11'-8 0.965 -3'-0 1'-8103 2 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 18.72218.17 0.082745 Sprinkler, 18.17 4.2 (adj) 2T(5'-0) 0.004" 19.687 Total(Pt)Route 3 8'-0 -6'-0 8'-6 0.274 -6'-0 0'-67 4 1½• • • • • Route 4 • • • • •(See Notes) 1.5980 49.04435.00 0.032164 Hose 35.00 T(8'-0), BOR 0.000333" 49.317 Total(Pt)Route 4 © M.E.P.CAD, Inc.7/7/2020 Page 6AutoSPRINK 2018 v14.2.12.0 5:47:18PM1 Date: 7/7/2020 Job Name: Kostial 4-Plex 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 Darcy-Weisbach Formula:K-Factor Conversion Formula: © M.E.P.CAD, Inc.7/7/2020 Page 7AutoSPRINK 2018 v14.2.12.0 5:47:18PM1 Hydraulic Calculations Location: 236 N. 3rd St., Rexburg, Idaho 83440, Project Name: Kostial 4-Plex Drawing Name: Kostial 4-Plex Permit FP-1 Calculation Date: 7/7/2020 for Design Remote Area Location: Residential Area of Application: 317ft² (Actual 613ft²) Coverage per Sprinkler: 400ft² Type of sprinklers calculated: 3 BASEMENT 2Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.05gpm/ft² Pendent In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 6100.00 35.00 HoseType:7at Node: (including Hose Streams where applicable):Total Water Required 49.250@197.33From Water Supply at Node 6: Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent System:0.00gal Name of Contractor:FSI Authority Having Jurisdiction: Address: Phone Number: Name of designer: 610 Mallard, Chubbuck, Idaho 83202 208-232-3640 C H N/A N/A Right:Left:Automatic peaking results Darcy-Weisbach Calculation: Description: Water @ 68°F/20°C Product Name: Antifreeze solution in pipes within or passing through: Cold Areas: Warm Areas: Density: 62.400lb/ft³ Density: 62.400lb/ft³ Viscosity: 1.002cP Viscosity: 1.002cP NFPA Suggested Aged Pipe Roughness is being applied . Darcy-Weisbach equations are being used because the system requires special design considerations. The Darcy-Weisbach formula used in this hydraulic calculation to determine fluid/agent friction loss is: P = 0.000216 fLp(Q^2)/(d^5) Friction Loss factors are derived from the Moody Diagram. Reynolds Number is calculated using: Re=Q/d/k Relative Roughness of Pipe is: e/D K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being discharged (Bernoulli-based formula). C-Factors are not relevant to this type of calculation. These are replaced with the Roughness e-value for the pipe. 7/7/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2018 v14.2.12.0 5:48:25PM2 Darcy-Weisbach Calculation Hydraulic Graph Water Supply Node: 6 Job Name: Kostial 4-Plex Remote Area Number: 2 Date: 7/7/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/7/2020 Page 2AutoSPRINK 2018 v14.2.12.0 5:48:27PM Hydraulic Graph BOR Job Name: Kostial 4-Plex Remote Area Number: 2 Date: 7/7/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/7/2020 Page 3AutoSPRINK 2018 v14.2.12.0 5:48:27PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (2) Job Number: 7-7-2020 - 2 Hose 7 35.00 35.00 0 43.621 Sprinkler 201 20.02 20.02 4.9 16.700 Sprinkler 202 20.87 20.02 4.9 18.140 Sprinkler 203 21.43 20.02 4.9 19.131 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/7/2020 Page 4AutoSPRINK 2018 v14.2.12.0 5:48:34PM Job Name: Kostial 4-Plex Remote Area Number: 2 Date: 7/7/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 61.0006 49.250197.331139.00 75.55076.000Water Supply Node Analysis Darcy-Weisbach CalculationDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -6'-0 97.3349.250Supply6 -6'-0 35.0043.621Hose7 Hos -4'-0 20.0216.700Sprinkler201 -4'-0 20.8718.140Sprinkler202 -4'-0 21.4319.131Sprinkler203 -6'-0 43.894Gauge4 -6'-0 44.3815 -3'-0 18.1698 -3'-0 22.9609 -3'-0 22.42810 © M.E.P.CAD, Inc.7/7/2020 Page 5AutoSPRINK 2018 v14.2.12.0 5:48:36PM Date: 7/7/2020 Job Name: Kostial 4-Plex Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Darcy-Weisbach CalculationFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 -3'-0 21'-4 -0.434 1.902 -4'-0 14'-4201 8 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 16.70020.02 0.071439 Sprinkler, 20.02 4.9 (adj) E(7'-0) 0.000333" 5'-0 -3'-0 11'-11 4.791 -3'-0 6'-118 9 1 (See Notes) 1.1010 18.16920.87 0.402042 Flow (q) from Route 2 40.89 T(5'-0) 0.004" 12'-0 -6'-0 36'-5 1.301 19.634 -3'-0 24'-59 4 1½(See Notes) 1.6100 22.96021.43 0.127176 Flow (q) from Route 3 62.33 T(8'-0), E(4'-0), BFP(-15.000), BOR 0.004" -6'-0 1'-7 0.487 -6'-0 1'-74 5 1½ 1.6100 43.89435.00 0.304704 Flow (q) from Route 4 97.33 0.004" 7'-4½ -6'-0 72'-10½4.869 -6'-0 65'-65 6 2 (See Notes) 2.1570 44.381 0.06682297.33 E(6'-2), GV(1'-3), S 0.004" 6 100.00 Hose Allowance At Source 197.33 Route 1Total(Pt) 49.250 5'-0 -3'-0 6'-0 -0.434 0.462 -4'-0 1'-0202 8 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 18.14020.87 0.077029 Sprinkler, 20.87 4.9 (adj) T(5'-0) 0.000333" 18.169 Total(Pt)Route 2 14'-0 -3'-0 35'-1 -0.434 3.731 -4'-0 21'-1203 10 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 19.13121.43 0.080854 Sprinkler, 21.43 4.9 (adj) 2E(7'-0) 0.000333" -3'-0 15'-9 0.532 -3'-0 15'-910 9 1¼ 1.3940 22.428 0.03380121.43 0.004" 22.960 Total(Pt)Route 3 8'-0 -6'-0 8'-6 0.274 -6'-0 0'-67 4 1½• • • • • Route 4 • • • • •(See Notes) 1.5980 43.62135.00 0.032164 Hose 35.00 T(8'-0), BOR 0.000333" 43.894 Total(Pt)Route 4 © M.E.P.CAD, Inc.7/7/2020 Page 6AutoSPRINK 2018 v14.2.12.0 5:48:38PM2 Date: 7/7/2020 Job Name: Kostial 4-Plex 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 Darcy-Weisbach Formula:K-Factor Conversion Formula: © M.E.P.CAD, Inc.7/7/2020 Page 7AutoSPRINK 2018 v14.2.12.0 5:48:38PM2 Hydraulic Calculations Location: 236 N. 3rd St., Rexburg, Idaho 83440, Project Name: Kostial 4-Plex Drawing Name: Kostial 4-Plex Permit FP-1 Calculation Date: 7/7/2020 for Design Remote Area Location: Residential Area of Application: 183ft² (Actual 183ft²) Coverage per Sprinkler: 324ft² Type of sprinklers calculated: 1 BASEMENT 3Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.05gpm/ft² Sidewall In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 6100.00 35.00 HoseType:7at Node: (including Hose Streams where applicable):Total Water Required 41.519@156.00From Water Supply at Node 6: Type of System: 13R Volume of Dry/PreAction/Antifreeze/OtherAgent System:0.00gal Name of Contractor:FSI Authority Having Jurisdiction: Address: Phone Number: Name of designer: 610 Mallard, Chubbuck, Idaho 83202 208-232-3640 C H N/A N/A Right:Left:Automatic peaking results Darcy-Weisbach Calculation: Description: Water @ 68°F/20°C Product Name: Antifreeze solution in pipes within or passing through: Cold Areas: Warm Areas: Density: 62.400lb/ft³ Density: 62.400lb/ft³ Viscosity: 1.002cP Viscosity: 1.002cP NFPA Suggested Aged Pipe Roughness is being applied . Darcy-Weisbach equations are being used because the system requires special design considerations. The Darcy-Weisbach formula used in this hydraulic calculation to determine fluid/agent friction loss is: P = 0.000216 fLp(Q^2)/(d^5) Friction Loss factors are derived from the Moody Diagram. Reynolds Number is calculated using: Re=Q/d/k Relative Roughness of Pipe is: e/D K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being discharged (Bernoulli-based formula). C-Factors are not relevant to this type of calculation. These are replaced with the Roughness e-value for the pipe. 7/7/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2018 v14.2.12.0 5:49:27PM3 Darcy-Weisbach Calculation Hydraulic Graph Water Supply Node: 6 Job Name: Kostial 4-Plex Remote Area Number: 3 Date: 7/7/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/7/2020 Page 2AutoSPRINK 2018 v14.2.12.0 5:49:29PM Hydraulic Graph BOR Job Name: Kostial 4-Plex Remote Area Number: 3 Date: 7/7/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/7/2020 Page 3AutoSPRINK 2018 v14.2.12.0 5:49:29PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (3) Job Number: 7-7-2020 - 3 Hose 7 35.00 35.00 0 39.412 Sprinkler 401 21.00 21.00 4.2 25.000 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/7/2020 Page 4AutoSPRINK 2018 v14.2.12.0 5:49:36PM Job Name: Kostial 4-Plex Remote Area Number: 3 Date: 7/7/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 61.0006 41.519156.001139.00 75.71976.000Water Supply Node Analysis Darcy-Weisbach CalculationDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -6'-0 56.0041.519Supply6 -6'-0 35.0039.412Hose7 Hos -3'-0 21.0025.000Sprinkler401 -3'-0 26.8773 -6'-0 39.685Gauge4 -6'-0 39.8505 © M.E.P.CAD, Inc.7/7/2020 Page 5AutoSPRINK 2018 v14.2.12.0 5:49:38PM Date: 7/7/2020 Job Name: Kostial 4-Plex Remote Area Number: 3 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Darcy-Weisbach CalculationFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 10'-0 -3'-0 17'-2 1.877 -3'-0 7'-2401 3 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 25.00021.00 0.109467 Sprinkler, 21.00 4.2 (adj) 2T(5'-0) 0.004" 12'-0 -6'-0 31'-3 1.301 11.507 -3'-0 19'-33 4 1½(See Notes) 1.6100 26.877 0.01558821.00 T(8'-0), E(4'-0), BFP(-11.020), BOR 0.004" -6'-0 1'-7 0.165 -6'-0 1'-74 5 1½ 1.6100 39.68535.00 0.103206 Flow (q) from Route 2 56.00 0.004" 7'-4½ -6'-0 72'-10½1.669 -6'-0 65'-65 6 2 (See Notes) 2.1570 39.850 0.02290156.00 E(6'-2), GV(1'-3), S 0.004" 6 100.00 Hose Allowance At Source 156.00 Route 1Total(Pt) 41.519 8'-0 -6'-0 8'-6 0.274 -6'-0 0'-67 4 1½• • • • • Route 2 • • • • •(See Notes) 1.5980 39.41235.00 0.032164 Hose 35.00 T(8'-0), BOR 0.000333" 39.685 Total(Pt)Route 2 © M.E.P.CAD, Inc.7/7/2020 Page 6AutoSPRINK 2018 v14.2.12.0 5:49:40PM3 Date: 7/7/2020 Job Name: Kostial 4-Plex 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 Darcy-Weisbach Formula:K-Factor Conversion Formula: © M.E.P.CAD, Inc.7/7/2020 Page 7AutoSPRINK 2018 v14.2.12.0 5:49:40PM3 Hydraulic Calculations Location: 236 N. 3rd St., Rexburg, Idaho 83440, Project Name: Kostial 4-Plex Drawing Name: Kostial 4-Plex Permit FP-1 Calculation Date: 7/7/2020 for Design Remote Area Location: Residential Area of Application: 563ft² (Actual 563ft²) Coverage per Sprinkler: 324ft² Type of sprinklers calculated: 4 GARAGE 4Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.05gpm/ft² Pendent In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 6100.00 35.00 HoseType:7at Node: (including Hose Streams where applicable):Total Water Required 62.784@205.59From Water Supply at Node 6: Type of System: 134 Volume of Dry/PreAction/Antifreeze/OtherAgent System:0.00gal Name of Contractor:FSI Authority Having Jurisdiction: Address: Phone Number: Name of designer: 610 Mallard, Chubbuck, Idaho 83202 208-232-3640 C H N/A N/A Right:Left:Automatic peaking results Darcy-Weisbach Calculation: Description: Water @ 68°F/20°C Product Name: Antifreeze solution in pipes within or passing through: Cold Areas: Warm Areas: Density: 62.400lb/ft³ Density: 62.400lb/ft³ Viscosity: 1.002cP Viscosity: 1.002cP NFPA Suggested Aged Pipe Roughness is being applied . Darcy-Weisbach equations are being used because the system requires special design considerations. The Darcy-Weisbach formula used in this hydraulic calculation to determine fluid/agent friction loss is: P = 0.000216 fLp(Q^2)/(d^5) Friction Loss factors are derived from the Moody Diagram. Reynolds Number is calculated using: Re=Q/d/k Relative Roughness of Pipe is: e/D K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being discharged (Bernoulli-based formula). C-Factors are not relevant to this type of calculation. These are replaced with the Roughness e-value for the pipe. 7/7/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2018 v14.2.12.0 5:51:24PM4 Darcy-Weisbach Calculation Hydraulic Graph Water Supply Node: 6 Job Name: Kostial 4-Plex Remote Area Number: 4 Date: 7/7/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/7/2020 Page 2AutoSPRINK 2018 v14.2.12.0 5:51:26PM Hydraulic Graph BOR Job Name: Kostial 4-Plex Remote Area Number: 4 Date: 7/7/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/7/2020 Page 3AutoSPRINK 2018 v14.2.12.0 5:51:26PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (4) Job Number: 7-7-2020 - 4 Hose 7 35.00 35.00 0 56.232 Sprinkler 301 18.30 16.97 4.9 13.941 Sprinkler 302 16.97 16.97 4.9 12.000 Sprinkler 303 17.49 16.97 4.9 12.740 Sprinkler 304 17.83 16.97 4.9 13.237 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/7/2020 Page 4AutoSPRINK 2018 v14.2.12.0 5:51:33PM Job Name: Kostial 4-Plex Remote Area Number: 4 Date: 7/7/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 61.0006 62.784205.591139.00 75.51176.000Water Supply Node Analysis Darcy-Weisbach CalculationDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -6'-0 105.5962.784Supply6 -6'-0 35.0056.232Hose7 Hos 9'-0 18.3013.941Sprinkler301 9'-0 16.9712.000Sprinkler302 9'-0 17.4912.740Sprinkler303 9'-0 17.8313.237Sprinkler304 -6'-0 56.505Gauge4 -6'-0 57.0765 9'-6 14.05711 9'-6 26.20312 9'-6 29.93713 9'-6 13.33814 9'-6 24.83915 © M.E.P.CAD, Inc.7/7/2020 Page 5AutoSPRINK 2018 v14.2.12.0 5:51:35PM Date: 7/7/2020 Job Name: Kostial 4-Plex Remote Area Number: 4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Darcy-Weisbach CalculationFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 9'-6 23'-5½ -0.217 1.555 9'-0 16'-5½302 14 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 12.00016.97 0.052916 Sprinkler, 16.97 4.9 (adj) E(7'-0) 0.000333" 5'-0 9'-6 39'-3 11.501 9'-6 34'-314 15 1 (See Notes) 1.1010 13.33817.83 0.293015 Flow (q) from Route 3 34.80 T(5'-0) 0.004" 9'-6 15'-10 1.364 9'-6 15'-1015 12 1¼ 1.3940 24.839 0.08615634.80 0.004" 8'-0 9'-6 10'-10½3.733 9'-6 2'-10½12 13 1¼(See Notes) 1.3940 26.20335.78 0.343217 Flow (q) from Route 2 70.59 E(8'-0) 0.004" 12'-0 -6'-0 29'-10½ 6.720 19.849 9'-6 17'-10½13 4 1½(See Notes) 1.6100 29.937 0.16221870.59 3E(4'-0), BFP(-15.000), BOR 0.004" -6'-0 1'-7 0.571 -6'-0 1'-74 5 1½ 1.6100 56.50535.00 0.357689 Flow (q) from Route 5 105.59 0.004" 7'-4½ -6'-0 72'-10½5.708 -6'-0 65'-65 6 2 (See Notes) 2.1570 57.076 0.078330105.59 E(6'-2), GV(1'-3), S 0.004" 6 100.00 Hose Allowance At Source 205.59 Route 1Total(Pt) 62.784 5'-0 9'-6 21'-5½ -0.217 1.534 9'-0 16'-5½303 11 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 12.74017.49 0.055865 Sprinkler, 17.49 4.9 (adj) T(5'-0) 0.000333" 5'-0 9'-6 39'-3 12.146 9'-6 34'-311 12 1 (See Notes) 1.1010 14.05718.30 0.309450 Flow (q) from Route 4 35.78 T(5'-0) 0.004" 26.203 Total(Pt)Route 2 5'-0 9'-6 5'-6 -0.217 0.318 9'-0 0'-6304 14 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 13.23717.83 0.057838 Sprinkler, 17.83 4.9 (adj) T(5'-0) 0.000333" © M.E.P.CAD, Inc.7/7/2020 Page 6AutoSPRINK 2018 v14.2.12.0 5:51:37PM4 Date: 7/7/2020 Job Name: Kostial 4-Plex Remote Area Number: 4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Darcy-Weisbach CalculationFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 13.338 Total(Pt)Route 3 5'-0 9'-6 5'-6 -0.217 0.333 9'-0 0'-6301 11 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 13.94118.30 0.060622 Sprinkler, 18.30 4.9 (adj) T(5'-0) 0.000333" 14.057 Total(Pt)Route 4 8'-0 -6'-0 8'-6 0.274 -6'-0 0'-67 4 1½• • • • • Route 5 • • • • •(See Notes) 1.5980 56.23235.00 0.032164 Hose 35.00 T(8'-0), BOR 0.000333" 56.505 Total(Pt)Route 5 © M.E.P.CAD, Inc.7/7/2020 Page 7AutoSPRINK 2018 v14.2.12.0 5:51:37PM4 Date: 7/7/2020 Job Name: Kostial 4-Plex 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 Darcy-Weisbach Formula:K-Factor Conversion Formula: © M.E.P.CAD, Inc.7/7/2020 Page 8AutoSPRINK 2018 v14.2.12.0 5:51:37PM4 Hydraulic Calculations Location: 236 N. 3rd St., Rexburg, Idaho 83440, Project Name: Kostial 4-Plex Drawing Name: Kostial 4-Plex Permit FP-1 Calculation Date: 7/7/2020 for Design Remote Area Location: Residential Area of Application: 292ft² (Actual 292ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 4 GARAGE - NEW HALLWAY 5Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.05gpm/ft² Pendent In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 6100.00 35.00 HoseType:7at Node: (including Hose Streams where applicable):Total Water Required 58.124@197.76From Water Supply at Node 6: Type of System: 13R Volume of Dry/PreAction/Antifreeze/OtherAgent System:0.00gal Name of Contractor:FSI Authority Having Jurisdiction: Address: Phone Number: Name of designer: 610 Mallard, Chubbuck, Idaho 83202 208-232-3640 C H N/A N/A Right:Left:Automatic peaking results Darcy-Weisbach Calculation: Description: Water @ 68°F/20°C Product Name: Antifreeze solution in pipes within or passing through: Cold Areas: Warm Areas: Density: 62.400lb/ft³ Density: 62.400lb/ft³ Viscosity: 1.002cP Viscosity: 1.002cP NFPA Suggested Aged Pipe Roughness is being applied . Darcy-Weisbach equations are being used because the system requires special design considerations. The Darcy-Weisbach formula used in this hydraulic calculation to determine fluid/agent friction loss is: P = 0.000216 fLp(Q^2)/(d^5) Friction Loss factors are derived from the Moody Diagram. Reynolds Number is calculated using: Re=Q/d/k Relative Roughness of Pipe is: e/D K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being discharged (Bernoulli-based formula). C-Factors are not relevant to this type of calculation. These are replaced with the Roughness e-value for the pipe. 7/7/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2018 v14.2.12.0 5:52:59PM5 Darcy-Weisbach Calculation Hydraulic Graph Water Supply Node: 6 Job Name: Kostial 4-Plex Remote Area Number: 5 Date: 7/7/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/7/2020 Page 2AutoSPRINK 2018 v14.2.12.0 5:53:00PM Hydraulic Graph BOR Job Name: Kostial 4-Plex Remote Area Number: 5 Date: 7/7/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/7/2020 Page 3AutoSPRINK 2018 v14.2.12.0 5:53:00PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (5) Job Number: 7-7-2020 - 5 Hose 7 35.00 35.00 0 52.448 Sprinkler 501 12.96 12.96 4.9 7.000 Sprinkler 502 13.47 12.96 4.9 7.553 Sprinkler 503 15.07 12.96 4.9 9.458 Sprinkler 504 21.26 12.96 4.9 18.818 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/7/2020 Page 4AutoSPRINK 2018 v14.2.12.0 5:53:07PM Job Name: Kostial 4-Plex Remote Area Number: 5 Date: 7/7/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 61.0006 58.124197.761139.00 75.54876.000Water Supply Node Analysis Darcy-Weisbach CalculationDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -6'-0 97.7658.124Supply6 -6'-0 35.0052.448Hose7 Hos 9'-0 12.967.000Sprinkler501 9'-0 13.477.553Sprinkler502 9'-0 15.079.458Sprinkler503 9'-0 21.2618.818Sprinkler504 -6'-0 52.722Gauge4 -6'-0 53.2135 9'-6 24.18612 9'-6 27.14913 9'-6 23.65915 9'-6 7.90516 9'-6 9.87417 © M.E.P.CAD, Inc.7/7/2020 Page 5AutoSPRINK 2018 v14.2.12.0 5:53:09PM Date: 7/7/2020 Job Name: Kostial 4-Plex Remote Area Number: 5 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Darcy-Weisbach CalculationFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 14'-0 9'-6 31'-6 -0.217 1.122 9'-0 17'-6501 16 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 7.00012.96 0.032529 Sprinkler, 12.96 4.9 (adj) 2E(7'-0) 0.000333" 9'-6 11'-6 1.969 9'-6 11'-616 17 1 1.1010 7.90513.47 0.171184 Flow (q) from Route 2 26.43 0.004" 5'-0 9'-6 34'-7 14.312 9'-6 29'-717 12 1 (See Notes) 1.1010 9.87415.07 0.413830 Flow (q) from Route 3 41.50 T(5'-0) 0.004" 8'-0 9'-6 10'-10½2.964 9'-6 2'-10½12 13 1¼(See Notes) 1.3940 24.18621.26 0.272442 Flow (q) from Route 4 62.76 E(8'-0) 0.004" 12'-0 -6'-0 29'-10½ 6.720 18.853 9'-6 17'-10½13 4 1½(See Notes) 1.6100 27.149 0.12889862.76 3E(4'-0), BFP(-15.000), BOR 0.004" -6'-0 1'-7 0.491 -6'-0 1'-74 5 1½ 1.6100 52.72235.00 0.307361 Flow (q) from Route 5 97.76 0.004" 7'-4½ -6'-0 72'-10½4.911 -6'-0 65'-65 6 2 (See Notes) 2.1570 53.213 0.06740097.76 E(6'-2), GV(1'-3), S 0.004" 6 100.00 Hose Allowance At Source 197.76 Route 1Total(Pt) 58.124 12'-0 9'-6 16'-4 -0.217 0.569 9'-0 4'-4502 16 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 7.55313.47 0.034834 Sprinkler, 13.47 4.9 (adj) E(7'-0), T(5'-0) 0.000333" 7.905 Total(Pt)Route 2 12'-0 9'-6 14'-10 -0.217 0.633 9'-0 2'-10503 17 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 9.45815.07 0.042665 Sprinkler, 15.07 4.9 (adj) E(7'-0), T(5'-0) 0.000333" 9.874 Total(Pt)Route 3 © M.E.P.CAD, Inc.7/7/2020 Page 6AutoSPRINK 2018 v14.2.12.0 5:53:11PM5 Date: 7/7/2020 Job Name: Kostial 4-Plex Remote Area Number: 5 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Darcy-Weisbach CalculationFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 17'-0 9'-6 49'-5 -0.217 5.057 9'-0 32'-5504 15 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 18.81821.26 0.079649 Sprinkler, 21.26 4.9 (adj) E(7'-0), 2T(5'-0) 0.000333" 9'-6 15'-10 0.527 9'-6 15'-1015 12 1¼ 1.3940 23.659 0.03327221.26 0.004" 24.186 Total(Pt)Route 4 8'-0 -6'-0 8'-6 0.274 -6'-0 0'-67 4 1½• • • • • Route 5 • • • • •(See Notes) 1.5980 52.44835.00 0.032164 Hose 35.00 T(8'-0), BOR 0.000333" 52.722 Total(Pt)Route 5 © M.E.P.CAD, Inc.7/7/2020 Page 7AutoSPRINK 2018 v14.2.12.0 5:53:11PM5 Date: 7/7/2020 Job Name: Kostial 4-Plex 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 Darcy-Weisbach Formula:K-Factor Conversion Formula: © M.E.P.CAD, Inc.7/7/2020 Page 8AutoSPRINK 2018 v14.2.12.0 5:53:11PM5