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HomeMy WebLinkAboutAPPRVD FPL Calc 1Hydraulic Overview Job Number: FP-XXXX20 Report Description: Residential (1 - Large Conference Room) Node Flow(gpm)Hose Flow(gpm)Static(psi)Residual(psi)Name 1 50.00 42.000 41.130Water Supply Identifier Pressure(psi)K-Factor(K)Flow(gpm) BOR 22.650 5.58 26.54 Job System Supplies Check Point Gauges FP-XXXX20 FPL Solar 3650 Airo Road Ft. Pierce, FL 34945 265420 FPL Solar 2020-05-12 1036 (v19) - 13D syste Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated Pressure Result Job Number 26.54 @ 25.025 Water Supply at Node 1 (50.00, 0.00, 42.000, 41.130) 0.05gpm/ft² 4.9 K-Factor 13.00 at 7.039 256ft² 900ft² (Actual 400ft²) 2 Density +16.706 (40.0%) Address 3 System Pressure Demand System Flow Demand 25.025 26.54 0.00 0 Number Of Sprinklers Calculated © M.E.P.CAD, Inc.5/12/2020 Page 1AutoSPRINK 2019 v15.1.15.0 10:39:24AM Hydraulic Summary Report Description: Residential (1 - Large Conference Room) Job Number: FP-XXXX20 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 41.730 25.025 16.70650.0041.13042.000 26.54Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 26.54 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 80.98gal Residential 0.05gpm/ft² 256ft² 900ft² (Actual 400ft²) 2 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 9.85 between nodes 81 and 37 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System Ft. Pierce, FL 34945 Job Site/Building 3650 Airo Road AHJ FPL Solar Job State Certification/License NumberJob Name: FP-XXXX20 Contractor Contractor Number 21 Name of Contractor: WW Gay Fire Address 1 2500 NE 18th Terrace Address 2 Gainesville, FL 32609 Contact Name Contact Title ExtensionPhone FAX E-mail Web-SiteAddress 3 Address 1 Address 2 Drawing Name 265420 FPL Solar 2020-05-12 1036 (v19) - 13D syste System Flow Demand 26.54 Remote Area(s) Address 3 5/12/2020© M.E.P.CAD, Inc.Page 2AutoSPRINK 2019 v15.1.15.0 10:39:27AM Hydraulic Graph Report Description: Residential (1 - Large Conference Room) Job Number: FP-XXXX20 41.130 @ 50.00 Residual: Pressure 42.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 25.025 @ 26.54 25.025 @ 26.54 Available Pressure at Time of Test 41.730 @ 26.54 System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc.5/12/2020 Page 3AutoSPRINK 2019 v15.1.15.0 10:39:28AM Hydraulic Graph Report Description: Residential (1 - Large Conference Room) Job Number: FP-XXXX20 N/A Residual: Pressure N/A Static: Pressure BOR Hydraulic Graph BOR 22.650 @ 26.54 22.650 @ N/A Available Pressure at Time of Test N/A System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc.5/12/2020 Page 4AutoSPRINK 2019 v15.1.15.0 10:39:28AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1 - Large Conference Room) Job Number: FP-XXXX20 Sprinkler 209 13.00 13.00 4.9 7.039 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/12/2020 Page 5AutoSPRINK 2019 v15.1.15.0 10:39:29AM FittingsNodeElevation(Foot)Pressure(psi)Discharge(gpm) Node Analysis Report Description: Residential (1 - Large Conference Room) Job Number: FP-XXXX20 1 1'-0 S 25.025 26.54 209 10'-0 Spr(-7.039)7.039 13.00 219 10'-0 Spr(-7.633)7.633 13.54 37 10'-9 T(5'-0)8.021 81 9'-9 PO(5'-0)11.861 225 1'-0 BOR 22.650 228 6'-8½14.138 © M.E.P.CAD, Inc.5/12/2020 Page 6AutoSPRINK 2019 v15.1.15.0 10:39:31AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: FP-XXXX20 Report Description: Residential (1 - Large Conference Room) • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0490 13.00 4.83 0.058650 16'-2 1.299 209 10'-0 13.00 4.9 7.039 6'-0 -0.316 37 10'-9 8.021 22'-2 120 Sprinkler, 3E(2'-0) Pf Pe Pv BL 1.0490 26.54 9.85 0.219595 8'-6 3.406 37 10'-9 13.54 8.021 7'-0 0.434 81 9'-9 11.861 15'-6 120 Flow (q) from Route 2 E(2'-0), PO(5'-0) Pf Pe Pv FR 2.1570 26.54 2.33 0.006561 133'-7 0.949 81 9'-9 11.861 11'-1 1.328 228 6'-8½14.138 144'-8 120 3LtE(3'-8½) Pf Pe Pv FR 2.0670 26.54 2.54 0.008074 5'-8½6.046 228 6'-8½14.138 2.466 225 1'-0 22.650 5'-8½ 120 CV(-6.000), BOR Pf Pe Pv BL 2.0030 26.54 2.70 0.006228 143'-9 2.375 225 1'-0 22.650 77'-0 0.000 1 1'-0 25.025 220'-9 150 7E(11'-0), CV(-1.000), S 26.54 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0490 13.54 5.03 0.063217 2'-2 0.705 219 10'-0 13.54 4.9 7.633 9'-0 -0.316 37 10'-9 8.021 11'-2 120 Sprinkler, 2E(2'-0), T(5'-0) 1.51 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.5/12/2020 Page 7AutoSPRINK 2019 v15.1.15.0 10:39:32AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: FP-XXXX20 Report Description: Residential (1 - Large Conference Room) Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe 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 © M.E.P.CAD, Inc.5/12/2020 Page 8AutoSPRINK 2019 v15.1.15.0 10:39:32AM