Structural PE Stamp in Palm Beach County, FL: What Gets Reviewed?

The structural review for Palm Beach County's coastal and near-coast sites centers on wind, and I verify it as a complete system. The wind design criteria get established for the site's actual exposure — distance from the coast changes the pressures — and the main wind-force-resisting system analysis gets checked against them. Component and cladding pressures get their own review pass: roofing, windows, doors, soffits, and wall cladding at the higher localized pressures the code assigns near the coast, because envelope failures are how hurricanes get inside buildings. The load path review runs link by link from roof to foundation: covering attachment, roof-to-wall connections, wall anchorage, shear wall holdowns, and foundation uplift resistance, each detailed with calculated capacities. Corrosion protection gets checked alongside the forces — stainless or properly coated connectors in the salt-air zone, because a perfectly sized connection that corrodes out is not a connection. The PE marks every gap before sealing, since Palm Beach County plan check — county or municipal — will find the gaps after.

Palm Beach County's permitting fragmentation is among the highest in Florida: 39 municipal building departments plus the county's building division for unincorporated areas. Practically, this means the submittal mechanics — intake portal, checklist, fee schedule, correction conventions — vary by AHJ while the engineering standard does not. My groundwork on every project is a parcel-level jurisdiction confirmation before design begins, because the cost of guessing wrong is a full re-submittal into a different department's workflow. Once the AHJ is confirmed, the package is scoped to its intake standards: the seal block format, the calculation package organization, and any jurisdiction-specific forms. The review-and-seal engagement itself — responsible charge, verified calculations, marked revisions, then the seal — is constant. A complete first submittal, built for the right AHJ, with wind and flood criteria shown on the drawings and the geotech referenced on the foundation sheets, is the fastest path through any of the county's 40 doors.

A structural package is ready for the PE's review — and then for the AHJ — when these items are resolved. Coastal wind completeness and jurisdiction confirmation lead the list. • AHJ confirmed by parcel: Palm Beach County vs the specific municipality (39 possibilities) • Florida-licensed PE in responsible charge of the structural review • Coastal wind design criteria, exposure, and component/cladding pressures shown and verified • Continuous roof-to-foundation load path with every connection detailed for calculated forces • Corrosion protection for steel and connectors in the salt-air environment • Flood zone data, base flood elevation, and finished-floor elevation shown and coordinated • Geotechnical report with site-specific foundation recommendations; uplift resistance verified