A milestone inspection report under Florida Statute § 553.899 is a legal document with a defined structure and findings that carry specific statutory consequences. The executive summary tells the board the conclusion. The body of the report tells the board what the building actually has. Most of the decisions a board needs to make — whether to trigger Phase 2, how to evaluate contractor proposals, how to set the repair priority order — come from the body, not the summary. Here is how to read it.
The two sections: structural and electrical
Every Phase 1 milestone inspection report has two required sections: a structural section and an electrical section. Each is stamped by the licensed engineer who performed that portion of the inspection. In most condominium milestone inspections, the structural findings drive the Phase 2 question and the repair scope — but the electrical section can carry significant findings as well, including panel conditions, service entrance deficiencies, and emergency lighting failures. Both sections have statutory weight. Read both.
The finding that determines everything: substantial structural deterioration
The most consequential phrase in the structural section is 'substantial structural deterioration.' Florida law requires the inspecting engineer to state whether the finding is present or absent. If it is present, Phase 2 is triggered — the engineer has 180 days to complete a deeper investigation. If it is absent, the inspection cycle resets and the next Phase 1 is due in ten years. Substantial structural deterioration is defined in statute as a significant deficiency in a primary structural component that is not cosmetic and that compromises the safety or structural integrity of the building. The determination belongs entirely to the licensed engineer of record, not to the board and not to any contractor. What the board can do — and should do — is understand what evidence the engineer identified that supports the finding.
Deficiency listings: location, severity, and recommended action
The structural section will include a deficiency inventory. Each entry typically provides a location description, a severity assessment, and a recommended action. Common deficiency categories in South Florida milestone inspection reports include: spalling concrete with exposed rebar (concrete that has broken away, revealing corroded steel); post-tension anchor or tendon deterioration; balcony structural deterioration; horizontal deck or planter waterproofing failure; and cracking in primary structural elements. The recommended action attached to each deficiency is not a suggestion — it is the specification basis from which a repair contractor will build their scope. When evaluating contractor proposals, verify that every recommended action in the deficiency inventory has a corresponding line item in the contractor's scope. If one is missing, ask why in writing.
Phase 2 reports: the repair specification
If Phase 2 is triggered, the engineer returns to investigate deficiencies in greater depth. Phase 2 investigations typically include selective demolition to expose deteriorated concrete and measure rebar corrosion depth, chloride sampling to determine how far salt has penetrated the slab, and nondestructive testing such as ground-penetrating radar or impact-echo to locate post-tension tendons and map delamination. The Phase 2 report specifies the repair approach for each deficient element — the repair method, materials, and extent. That specification is the controlling document for the entire repair phase. The contractor's scope is subordinate to it; the engineer's stamp on field directives during construction is the authority that governs what is built.
Using the report to pressure-test contractor proposals
A qualified restoration contractor reads the milestone inspection report before they walk the building. When their scope proposal arrives, it should map directly to the report's deficiency inventory. Each line item in the proposal should reference the deficiency it addresses, the repair method, and — for concrete repair — a unit quantity (square feet of repair, linear feet of tendon, etc.) with an agreed unit price for additional quantities discovered during demolition. A contractor who cannot connect their scope to the report's findings is not the right contractor. A proposal that does not include agreed unit prices for concrete repair quantities is a change-order risk — concrete deterioration is almost always worse than what Phase 1 or Phase 2 could fully characterize from the surface, and a lump-sum-only contract will generate disputes when demolition reveals more than the report described.