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HomeMy WebLinkAboutHYDRAULIC CALCULATIONS - 16-00627 - 00631 - Sawtelle ApartmentsHydraulic Calculations Location: 146 North 1 st West, Rexburg Idaho 83440, Project Name: Sawtelle Apartment Complex Drawing Name: 102066-01 Calculation Date: 11/4/2016 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900.00ft² (Actual 359.19ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 4 3rd Floor, Unit 17 N/A 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.100gpm/ft² Sidewall Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node:Type:Allowance at Source Wet N/Aat Node:N/A gpm 8100.00 N/A (including Hose Streams where applicable):Total Water Required 70.269@169.65From Water Supply at Node 8: Water Supply Information: Source:3-D Fire Protection Location:On-Site 11/02/2016Date:for Node:8 Name of Contractor:3-D Fire Protection Authority Having Jurisdiction: Address: Phone Number:Name of designer: 6312 S Burggraf Way, Idaho Falls, ID 83405 208-525-8377 B.McOmber Notes: 11/4/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.51.0 1:34:20PM1 Hydraulic Graph Water Supply Node: 8 Job Name: Sawtelle Apartment Complex Remote Area Number: 1 Date: 11/4/2016 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/4/2016 Page 2AutoSPRINK® 12 v12.0.51.0 1:34:22PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1) Job Number: 102066 Sprinkler 101 17.00 17.00 4.4 14.928 Sprinkler 102 17.10 17.00 4.4 15.111 Sprinkler 103 17.27 17.00 4.4 15.413 Sprinkler 104 18.27 17.00 4.4 17.250 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.11/4/2016 Page 3AutoSPRINK® 12 v12.0.51.0 1:34:23PM Job Name: Sawtelle Apartment Complex Remote Area Number: 1 Date: 11/4/2016 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 65.0008 70.269169.651875.00 79.82480.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'-0 69.6570.269Supply8 26'-6 17.0014.928Sprinkler101 26'-6 17.1015.111Sprinkler102 26'-6 17.2715.413Sprinkler103 26'-6 18.2717.250Sprinkler104 18'-2½20.2001 18'-2½20.8792 18'-2½22.4853 9'-1¼59.6054 4'-5¾61.7835 3'-10¼62.0856 2'-6 63.1967 18'-2½20.3289 18'-2½20.48610 18'-2½20.05011 18'-2½22.00112 © M.E.P.CAD, Inc.11/4/2016 Page 4AutoSPRINK® 12 v12.0.51.0 1:34:24PM Date: 11/4/2016 Job Name: Sawtelle Apartment Complex 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-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 12'-0 18'-2½22'-0½ 3.595 1.678 26'-6 10'-0½101 1 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 14.92817.00 0.076117 Sprinkler, 17.00 4.4 E(7'-0), T(5'-0) 120 5'-0 18'-2½13'-5¾0.679 18'-2½8'-5¾1 2 1 (See Notes) 1.1010 20.200 0.05037317.00 C(5'-0) 150 1'-0 18'-2½13'-0 1.606 18'-2½12'-02 3 1¼(See Notes) 1.3940 20.87934.38 0.123525 Flow (q) from Route 2 51.38 Tr(1'-0) 150 65'-0 9'-1¼152'-11¼ 3.947 33.173 18'-2½87'-11¼3 4 1¼(See Notes) 1.3940 22.48518.27 0.216895 Flow (q) from Route 4 69.65 6E(8'-0), 2T(6'-0), 5Tr(1'-0) 150 4'-5¾4'-7½ 2.006 0.172 9'-1¼4'-7½4 5 2 2.0030 59.605 0.03712169.65 150 3'-10¼0'-7½ 0.272 0.030 4'-5¾0'-7½5 6 2 2.0670 61.783 0.04812769.65 120 12'-3¾ 2'-6 13'-4¾ 0.587 0.524 3'-10¼1'-16 7 2 (See Notes) 2.1570 62.085 0.03910669.65 2f(-0.000), T(12'-3¾) 120 15'-4¾ 0'-0 20'-0½ 1.081 5.992 2'-6 4'-7¾7 8 2 (See Notes) 2.2150 63.196 0.03436569.65 BFP(-5.303), E(7'-0), BV(8'-4¾), S 120 8 100.00 Hose Allowance At Source 169.65 Route 1Total(Pt) 70.269 17'-0 18'-2½31'-10 3.595 1.622 26'-6 14'-10102 9 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 15.11117.10 0.050945 Sprinkler, 17.10 4.4 E(7'-0), 2T(5'-0) 150 1'-0 18'-2½9'-9¼0.158 18'-2½8'-9¼9 10 1¼(See Notes) 1.3940 20.328 0.01614517.10 Tr(1'-0) 150 © M.E.P.CAD, Inc.11/4/2016 Page 5AutoSPRINK® 12 v12.0.51.0 1:34:26PM1 Date: 11/4/2016 Job Name: Sawtelle Apartment Complex 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-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 1'-0 18'-2½6'-8½0.394 18'-2½5'-8½10 2 1¼(See Notes) 1.3940 20.48617.27 0.058740 Flow (q) from Route 3 34.38 Tr(1'-0) 150 20.879 Total(Pt)Route 2 5'-0 18'-2½13'-3½ 3.595 1.042 26'-6 8'-3½103 11 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 15.41317.27 0.078403 Sprinkler, 17.27 4.4 T(5'-0) 120 6'-0 18'-2½8'-4¾0.436 18'-2½2'-4¾11 10 1 (See Notes) 1.1010 20.050 0.05188617.27 Tr(1'-0), C(5'-0) 150 20.486 Total(Pt)Route 3 5'-0 18'-2½13'-3½ 3.595 1.157 26'-6 8'-3½104 12 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 17.25018.27 0.087011 Sprinkler, 18.27 4.4 T(5'-0) 120 6'-0 18'-2½8'-4¾0.483 18'-2½2'-4¾12 3 1 (See Notes) 1.1010 22.001 0.05758218.27 Tr(1'-0), C(5'-0) 150 22.485 Total(Pt)Route 4 © M.E.P.CAD, Inc.11/4/2016 Page 6AutoSPRINK® 12 v12.0.51.0 1:34:26PM1 Date: 11/4/2016 Job Name: Sawtelle Apartment Complex 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve 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.11/4/2016 Page 7AutoSPRINK® 12 v12.0.51.0 1:34:26PM1