Structural Roof Damage Assessment in in Orlando, FL

Metal deck condition: We inspect deck panels through accessible core pull locations and at any location where the overlying insulation or membrane shows unusual deflection, ponding, or surface irregularity that suggests deck-level issues. Deck corrosion at drain areas and perimeter edges — the locations where water most commonly pools against the deck — is the most common structural finding on Orlando commercial buildings with chronic moisture histories. We document corrosion extent and depth, which determines whether the deck requires reinforcement, partial replacement, or full replacement in the affected zone.

Deck-to-framing connections: The connections between the metal deck and the structural steel or concrete framing below carry the wind uplift load that the deck transfers from the roof membrane. Florida Building Code wind-uplift design pressures for Orange County commercial buildings are significant — the perimeter and corner zones can see design pressures exceeding -80 psf on taller buildings. Deck-to-framing connections that were installed to pre-FBC standards or that have corroded at the weld or screw locations may be inadequate for current code requirements. We document connection conditions at representative locations and flag them for structural engineering review when we find deficiencies.

Parapet walls: Masonry parapet walls on Central Florida commercial buildings are assessed for cracking pattern, vertical plumb, and condition of the parapet-to-roof-deck connection. We document any separation between the parapet wall and the roof deck, any through-cracks in the parapet face, and any displacement of the parapet from its original vertical plane. Parapet conditions that indicate structural instability — large diagonal cracks, bulging at the base, or displacement from plumb — require structural engineering evaluation before crew access to the adjacent roof area.

Committing to a membrane replacement scope without a prior structural assessment is a risk on any older Orlando commercial building. A 1985-vintage building with original BUR on metal deck may have membrane that has failed or is near failure — and may also have deck corrosion, parapet cracking, and drain conditions that a membrane-only scope will not address. The membrane contractor who installs new TPO over corroded deck and inadequate drains has completed the scope as written; the owner has a new membrane that will pond, accelerate deck corrosion, and leak within three years at the drain areas where the deck is failing.

Pre-acquisition due diligence is the other major structural assessment context. A buyer who is acquiring a commercial building with a flat roof in Central Florida needs to know the structural roof condition before close — not after. A structural roof assessment during the due diligence period identifies conditions that affect the purchase price negotiation, the capital reserve calculation, and the buyer's ability to budget the first major maintenance cycle correctly.

Post-storm structural assessments are the third major context — and the one with the most time pressure. A building that has experienced a confirmed tornado touch or significant hurricane wind load needs a structural roof assessment before it is reoccupied if the roof showed any damage. The occupancy safety determination — which is the building official's call, not ours — depends in part on the structural condition of the roof system.

For a standard commercial flat roof under 50,000 sq ft in the Orlando metro, a structural assessment with a written report and photo documentation typically runs $800-$2,500 depending on building complexity, number of roof areas, and access conditions. Larger or more complex buildings are scoped individually. The assessment cost is credited against any repair or replacement work we perform following the assessment.

We deliver a draft written report within 3-5 business days of the site inspection for standard assessments. Reports for post-storm emergency situations — where the building's occupancy determination depends on our findings — are expedited and delivered within 24-48 hours.

Our written report is available for the building owner to share with any party — adjuster, buyer, lender, facility manager. It is a factual documentation of observed conditions. We are not structural engineers and our report does not carry a PE seal. For transactions or insurance situations that require a PE-sealed structural report, we will identify those conditions in our report and recommend the appropriate referral.

Written report, photo log, zone diagram, severity classification — delivered within 5 business days of the roof walk.