Structural PE Stamp in Broward County, FL: HVHZ Rules Explained?

The structural review in Broward County starts and ends with wind. I verify the HVHZ design criteria are correctly established for the site — wind speed, exposure category, topographic effects — and check the main wind-force-resisting system analysis against them. Then the component and cladding pressures get their own pass, because the HVHZ assigns the state's highest localized pressures to roofs, walls, and openings, and underestimating them is the most common failure I see in out-of-town designs. The load path review is link-by-link: roof covering attachment, roof-to-wall connections, wall-to-foundation anchorage, shear wall holdowns, and foundation uplift resistance, each detailed with calculated capacities. HVHZ plan check is the most experienced wind review in the state — the reviewers have seen every shortcut — so the PE's pre-seal review has to be equally rigorous. Anything the drawings leave to the contractor's judgment on the wind path comes back as a correction, and in the HVHZ that correction list is long for vague sets.

Broward County's permitting landscape is the most fragmented in this batch: 31 municipal building departments plus the county, each with its own intake portal, checklist, fee schedule, and correction conventions, all under the county-wide code administration of the Board of Rules and Appeals. The engineering does not change across these jurisdictions — responsible charge, verified calculations, marked revisions, then the seal — but the submittal package must be assembled for the AHJ that will actually review it. My groundwork on every Broward project is a parcel-level jurisdiction confirmation before design begins, because guessing wrong here means re-submitting into a completely different department's workflow. Once confirmed, I scope the package to that AHJ's intake standards: the seal block, the calculation package organization, the product approval documentation format. A complete first submittal, built for the right AHJ, is the fastest path through any of the county's 32 doors.

A structural package is ready for the PE's review — and then for the AHJ — when these items are resolved. HVHZ wind completeness is the thread through all of them. • AHJ confirmed by parcel: Broward County vs the specific municipality (31 possibilities) • Florida-licensed PE in responsible charge of the structural review • HVHZ wind design criteria, exposure, and component/cladding pressures shown and verified • Continuous roof-to-foundation load path with every connection detailed for calculated forces • Product approvals for envelope components verified against the design pressures • Geotechnical report with site-specific foundation recommendations; uplift resistance verified • Flood data and equipment elevations coordinated where the maps apply