A façade inspection report is not a list of cosmetic observations. It is a scope document — one that defines the method, sequence, and performance standard for every repair that follows. Contractors read it to build their estimates. Building departments use it to issue and close permits. County compliance files reference it to satisfy 40-year recertification and milestone inspection requirements. Boards and property managers who understand how that report is structured — and how a restoration contractor translates it into a repair scope — are far better positioned to evaluate bids, catch scope gaps, and hold contractors accountable through closeout.
What the envelope inspection documents
A façade inspection report for a mid-rise or high-rise concrete building in South Florida typically organizes findings into three categories. Structural deficiencies include spalling, delamination, and exposed or corroded rebar that affect the load-carrying capacity of the wall or slab edge. These are the findings that trigger mandatory repair under Florida's milestone inspection statute and 40-year recertification process. Weatherproofing deficiencies include failed sealant joints, failed stucco or EIFS systems, cracked or displaced cladding, and any condition that allows water intrusion into the building envelope. Cosmetic deficiencies cover surface cracks, staining, and finish deterioration that are not structurally significant but may compromise weatherproofing performance if left unaddressed. The report assigns each finding a location — typically by elevation, floor level, and column-bay coordinate — and a priority rating: immediate, one to three years, or deferred. A contractor building an estimate reads the immediate and one-to-three-year findings as the mandatory repair scope. The deferred findings are the optional scope that should be budgeted separately, not silently included in the base contract.
How the report translates into repair specifications
For each category of deficiency, the engineer includes a repair specification — the method the contractor is required to follow. Structural spalling with exposed rebar carries a specification that defines demolition extent, rust treatment of the rebar, a patching mortar with a minimum compressive strength and a chloride-resistance rating, and a surface treatment or coating system. Sealant failures carry a joint-preparation and sealant-type specification tied to the substrate material — concrete, EIFS, or aluminum frame — because the correct sealant chemistry and backer rod size differ by substrate. Stucco or EIFS failures specify the extent of removal, the substrate preparation standard, and the replacement system — whether full EIFS replacement, a stucco re-coat with a defined primer and finish coat product, or a targeted patch repair with a system that matches the existing assembly. These specifications are binding. If a contractor proposes a different product or method, they are required to submit an alternate to the engineer of record and obtain written approval before proceeding. Work that deviates from the engineer's specification without that approval is not compliant with the report's intent — and in a permitted project, it will not pass the building department's inspection.
What the contractor's estimate should reflect
A contractor who has read the envelope report should produce an estimate that maps directly to the report's findings: square footage of spalling repair by category, number of sealant joint locations by type and linear footage, EIFS replacement in square feet, number of stucco patch areas by size. If the estimate uses lump-sum line items without quantities, the board cannot verify that the estimate covers the full scope documented in the report — and cannot detect gaps before they become change orders. A well-structured façade restoration estimate also includes a pre-priced allowance for additional spalling revealed during demolition. Probe testing and visual inspection cannot fully characterize delamination below the surface; demolition of a spalled area routinely exposes additional unsound concrete that was not visible during the inspection. That allowance should appear as a unit cost — dollars per square foot of additional patch — agreed before work begins, not negotiated after the scaffolding is up and the concrete is already open.
The re-inspection and the permit closeout
A façade restoration scope in a permitted project does not end when the contractor removes the scaffolding. It ends when the engineer of record performs a final inspection of all repair locations and issues a signed re-inspection report confirming that the work completed the remediation of all mandatory-priority findings in the original inspection report. That document closes the building permit and satisfies the county's compliance file for milestone inspection or 40-year recertification purposes. The board should confirm before contracting — not after — that the engineer of record who wrote the original inspection report will also perform the final inspection and issue the re-inspection report. If the contractor is providing a different engineer, the board is entitled to see that engineer's license number and confirm with the building department that their report will be accepted for permit closeout and compliance purposes. Receiving the engineer's re-inspection report should be a defined contract deliverable tied to final payment — not something the contractor agrees to 'provide upon request.'