Act A — The Attribution Problem
Insurance subrogation — the insurer's right to recover claim payments from the party whose negligence caused the loss — depends on correct causation attribution. A structural collapse attributed to homeowner maintenance failure generates a paid claim with no recovery. The same collapse attributed to a construction defect in a ten-year-old building generates a subrogation recovery action against the general contractor and potentially the structural engineer of record.
The forensic engineering investigation that determines which narrative is correct must be conducted by someone who can distinguish maintenance-driven deterioration from original construction defect — and in wood-frame construction, that distinction requires knowledge of how wood assemblies respond to moisture over time, how fastener withdrawal loads change with wet-dry cycling in coastal or climate-exposed environments, and what the OBC framing requirements for cantilevered balcony assemblies were at the time the building was constructed.
A generalist structural engineer can calculate loads. A wood-frame building envelope specialist recognizes the failure signature.
Act B — The Story
Mia's claims department had dispatched their preferred vendor — a large multi-discipline engineering consulting firm — within 48 hours of the collapse. The report, delivered three weeks later, concluded that the balcony rail connection had deteriorated due to inadequate maintenance and moisture exposure over a ten-year service period. The claim was processed as a maintenance failure. No subrogation flag was raised.
A condominium corporation lawyer reviewing the file six months later noted that the affected unit owner had purchased the condo two years earlier — with a home inspection that had not flagged the balcony connection. She asked Mia's department whether the construction date and original framing specification had been reviewed in the forensic investigation.
They had not. The forensic report had not pulled the building permit or the original structural drawings.
Mia went back to the platform with a second-opinion search: wood-frame balcony structural failure, OBC 2012 framing specification review, moisture-related fastener deterioration, Ontario jurisdiction, subrogation potential assessment.
Dr. Raj was the first match returned. His platform profile documented twelve forensic investigations involving wood-frame balcony and deck failures, seven of which had been conducted as subrogation investigations. He had testified in two Ontario Superior Court proceedings involving construction defect causation in wood-frame condominium buildings.
Dr. Raj's supplemental investigation took four weeks. He reviewed the original building permit, the structural engineer of record's balcony framing specification, and the OBC 2012 requirements for cantilevered balcony connection details. His finding: the joist hanger specified by the structural engineer was not rated for the connection force under the as-built cantilever span, and the fastener gauge used by the framing contractor was less than the specified size. The ten-year moisture deterioration had accelerated a connection that was inadequate from day one.
The subrogation action recovered $1.4 million against the general contractor's insurance.
The cost of the supplemental forensic investigation: $28,000.
Act C — Why This Market Stays Broken Without Infrastructure
The preferred vendor firm that produced the initial report was competent for the majority of structural claims it processed. It was not equipped to recognize a wood-frame construction defect signature because no practitioner in its assigned team had deep experience with wood-frame balcony failure investigations as a subspecialty.
Dr. Raj's twelve prior wood-frame balcony investigations were not in any directory. His expert witness testimony record was in public court files. His academic publication on OBC framing specification evolution was published. The combination — subspecialty failure type, OBC specification familiarity, expert witness qualification, subrogation investigation experience — existed nowhere in a form accessible to Mia's preferred vendor selection process.
Thin market infrastructure converts the preferred vendor list from a volume-optimization tool into a subspecialty matching tool — encoding the specific failure type, material class, and subrogation purpose that defines the investigation, at the moment the physical evidence still exists and the subrogation window is open.
Characters are fictional. OBC 2012 framing requirements for cantilevered balcony assemblies, joist hanger connection force ratings, and Ontario Superior Court expert witness qualification standards are real. DeeperPoint is building the infrastructure this story describes.