Where: C = roughness coefficient, Q = flow (GPM), D = internal diameter (inches)
Velocity: v = Q / (2.449 Γ A) where A = Ο/4 Γ DΒ²
Elevation correction: 1 psi = 2.31 ft of head
FPC limit: Max 8 ft/sec (FPC 604.8.1)
Min fixture pressure: 15 psi (FPC 604.5)
β‘ Multi-Pipe Velocity Check
FPC 604.8.1 β Maximum 8 fps velocity in supply piping. Exceeding this causes erosion, water hammer, and noise.
Velocity by Pipe Size
π₯ Water Hammer & Pressure Surge
Water Hammer Calculator
Pressure Surge Analysis
Water Hammer Prevention
β’ Air chambers: Vertical pipe stub β₯12" long, same size as supply pipe; install at each fixture
β’ Water hammer arrestors: ASSE 1010 certified; size AβF based on fixture count; install within 6 pipe diameters of solenoid valve
β’ Pressure reducing valve (PRV): FPC 604.8.2 β PRV required when supply exceeds 80 psi; set to 60β65 psi
β’ Slow-close valves: Eliminate most water hammer in residential systems; required on washing machines and dishwashers in many FL jurisdictions
β’ Expansion tank: Required in closed systems with PRV β FPC 607.3.4
π FPC Water Supply Pressure & Velocity
FPC Section 604 β Supply Pipe Sizing
FPC 604.3 β Water Service Pipe: Minimum ΒΎ" pipe from street main to building shutoff. Minimum Β½" for branches serving individual fixtures.
FPC 604.5 β Minimum Pressure: All plumbing fixtures shall have a minimum supply pressure of 15 psi at the point of use during peak demand conditions. Minimum 20 psi for flush valve closet tanks.
FPC 604.8 β Maximum Pressure: Supply pressure shall not exceed 80 psi at any point in the system. A pressure-reducing valve (PRV) shall be installed when street pressure exceeds 80 psi.
FPC 604.8.1 β Maximum Velocity: Water velocity in supply piping shall not exceed 8 ft/sec. Velocity greater than 8 fps causes erosion, noise, and water hammer. Design pipe size to stay below this limit.
FPC 604.9 β Booster Pumps: Where water pressure is insufficient to supply the minimum required flow, a booster pump shall be installed. Pump discharge to supply system requires a check valve and pressure tank.
FPC 604.10 β Pressure Reducing Valves: PRVs shall be set to deliver pressure not exceeding 60 psi downstream. Shall include a bypass if system requires higher pressure for fire suppression or industrial processes.
Florida Pipe Material β FPC Chapter 6
Approved cold water supply materials:
β’ Copper (Type K, L, M) β ASTM B88
β’ PEX-A, PEX-B, PEX-C β ASTM F876/F877 (no PEX in direct sunlight per FPC)
β’ PVC (cold water only, not hot) β ASTM D1785 Schedule 40/80
β’ Galvanized steel β ASTM A53 (existing systems only in FL β not permitted new)
HVHZ (Miami-Dade/Broward): All materials must be product-approval listed per FL Building Code 1714.5. PEX requires NOA in HVHZ counties β verify product listing before installation.
FL Utility Supply Pressure by County
County / Utility
Typical Static PSI
PRV Required?
Miami-Dade (WASD)
60β80 psi
Often yes
Broward (various munis)
55β75 psi
Sometimes
Palm Beach (PBCWUD)
60β80 psi
Often yes
Hillsborough (Tampa Water)
50β70 psi
Sometimes
Orange (OUC)
55β75 psi
Sometimes
Pinellas (Pinellas County Utilities)
45β65 psi
Rarely
Duval (JEA)
50β70 psi
Sometimes
Lee / Collier (wells common)
40β60 psi
Rarely
Sarasota / Manatee
50β70 psi
Sometimes
Volusia (DeLand / Daytona)
45β65 psi
Rarely
Brevard (Melbourne / Titusville)
40β60 psi
Rarely
Alachua (Gainesville / GRU)
50β65 psi
Sometimes
Leon (Tallahassee)
45β65 psi
Rarely
Pressure Loss Compliance Checklist
Static pressure verified at meter β within 15β80 psi FPC range FPC 604.5β604.8 β verify at peak demand, not static reading only
PRV installed if street pressure exceeds 80 psi FPC 604.8 β PRV set to β€60 psi; expansion tank required in closed system (FPC 607.3.4)
Velocity at peak demand β€8 fps in all supply branches FPC 604.8.1 β size pipe up if velocity exceeds limit; use H-W calculator to verify
Minimum 15 psi confirmed at farthest/highest fixture during peak flow FPC 604.5 β calculate total friction loss from meter to fixture; include elevation loss
Pipe material approved for FL building code and local AHJ FPC Chapter 6 β HVHZ (Miami-Dade/Broward) requires product-approval NOA for PEX
Water hammer arrestors installed at solenoid-operated fixtures ASSE 1010 certified; required at washing machine, dishwasher, quick-closing valves
Booster pump sized with proper tank and check valve (if needed) FPC 604.9 β diaphragm tank required; pump permit from local building department
Water service pipe minimum ΒΎ" from meter to building FPC 604.3 β verify with utility β many FL utilities require 1" service for new single family