For attorneys and adjusters

The question your expert will be asked, and the one most of them cannot answer

Somewhere in the deposition, opposing counsel is going to ask your expert a version of this: “Have you ever actually built one?”

You already know how that goes when the answer is qualified. The hedging. The pivot to credentials. The moment where a jury stops hearing an authority and starts hearing a professional witness. It is not that the opinion was wrong — it is that the person delivering it had never held the responsibility they are now describing, and everyone in the room can hear it.

Think about the last matter where the technical case was sound and the expert was the weak point. What did that cost you — in settlement posture, in the shape of the mediation, in how the other side priced their risk?

I have held a Florida contractor licence since before most construction-defect experts finished school. CBC059592, Certified Building Contractor. CCC1327217, Certified Roofing Contractor. Forty-six years of doing the work, pulling the permits, standing in front of the inspector, and eating the cost when something was done wrong. Both numbers are public record in the Florida DBPR licence search, and I would rather you verified them before we speak than after.

That is not a claim about being better than anyone. It is a claim about a specific question having a simple answer.

Two licences, one witness, and why the seam is where cases are won

Most construction matters that reach litigation live at a boundary. Water gets in somewhere. The roof says it is the wall. The wall says it is the roof. The envelope is a system, and systems fail at their joints.

The usual answer is two experts. One for the roof, one for the structure. Now you are managing two schedules, two invoices, two sets of qualifications to defend, and — the part that actually hurts — two opinions that have to agree at exactly the point where the failure occurred. Opposing counsel does not need to beat both of them. They need to find one inch of daylight between them.

Holding both the building and the roofing certification means the envelope and the roof system are addressed by one witness, under one set of qualifications, with no seam to pry at. When the question is whether the flashing detail or the framing tolerance caused the intrusion, that is not a coordination problem between two consultants. It is one person answering.

Ask yourself what your last multi-expert matter cost in reconciliation alone — not the fees, the hours your team spent making two reports say the same thing.

What a report has to survive, and how I build for that

A report is not written for you. It is written for the person trying to take it apart.

So the questions I build against are the ones that get asked: When was this observed? By whom? What was the condition of the thing when you saw it, and how do you know it had not changed? What did you rely on that you did not personally verify? What would change your opinion?

Every observation I record carries the date it was taken. Not the date of the report — the date of the observation. Photographs are captured with their metadata intact rather than stripped and re-exported, because a photograph without a timestamp is a photograph whose date is now a matter of testimony rather than record. Chain of custody on anything physical is documented as it happens, not reconstructed afterwards.

I build evidence systems for a living, which is an unusual sentence for a contractor to be able to write. The platform that runs my own contracting business records work the same way: timestamped, versioned, and organised so that a file handed to someone hostile is organised for scrutiny rather than assembled to survive it. That discipline is not something I put on for litigation. It is how the underlying business already operates, which is precisely why it holds up when someone tests it.

And the honest limit: I will tell you what I did not verify. A report that claims certainty about everything is a report with a soft spot, and the other side will find it before you do.

Where I am genuinely useful

Standard of care. What would a reasonable Florida contractor have done, with the information available, under that code, at that time? This is the question that decides a large share of defect matters, and it is not answerable from a textbook. It is answerable by someone who was pulling permits in that jurisdiction in that era and remembers what the inspector actually enforced.

Causation at the envelope. Whether water entered at the roof system, the wall assembly, the fenestration, or the transition between them — and whether the installed condition matched the approved detail.

Scope and cost reasonableness. Whether a scope of work supports the conclusion drawn from it, and whether the number attached to it is defensible. I have priced this work for four decades. I know what a padded scope looks like because I have been shown a great many of them.

Workmanship versus product failure. The distinction that determines who is actually on the hook, and one that is frequently asserted without being demonstrated.

Post-storm condition. Whether damage is consistent with a wind event or with age and deferred maintenance. In Florida this is the fight, and the honest answer is often uncomfortable for whoever retained me.

Not for you if. This is you if.

I would rather disqualify myself early than take a matter I am wrong for.

Not for you if you need an expert who will reach a specified conclusion. I will tell you what I find, and if what I find hurts your case you will hear it from me first — privately, early, and in time to do something about it. That is the entire value of the arrangement. An expert who tells you what you want cannot help you, because they will tell the other side's expert the same thing under oath.

Not for you if the matter is outside Florida. My licences are Florida licences and the standard of care I can speak to is the one I have practised under.

Not for you if you need someone to handle an insurance claim. That is a licensed activity under Florida law that I do not hold, and I will not blur the line. I document; I do not adjust.

This is you if the technical facts are on your side and you need someone who will hold up when that is tested. If the failure is at the roof-to-structure boundary and you are tired of coordinating two consultants. If the other side has retained a career expert and you would like a jury to hear from someone who has actually carried the responsibility being discussed.

What forty-six years actually buys you

Experience is the most overclaimed asset in this field, so let me be specific about what the number does and does not mean.

It does not mean I have seen everything. It means I have seen the same failures repeat across four decades of code changes, and I can tell you which ones are genuinely new and which ones are an old problem wearing a new material.

It means I remember what the code required in 1994, and in 2004, and after the revisions that followed the storms that prompted them — not because I researched it for your matter, but because I had to build to it. When the question is what a reasonable contractor would have done at the time, “at the time” is not an archival exercise for me. It is memory.

It also means I have been the defendant's position. I have had work questioned. I have had to explain a decision made on a roof in weather to someone reading about it in an office. That perspective is worth something when the question is whether a contractor's choice was unreasonable or merely imperfect, and it is a perspective a career expert does not have.

Picture the cross-examination where opposing counsel tries the “you have never been responsible for this” line and it simply does not land. That is the difference you are buying.

Florida is a wind state, and that changes the whole analysis

A great deal of the construction-defect literature an out-of-state expert will lean on was written for hail country. Florida is not hail country. The dominant loading here is wind, and the failure modes are different enough that an analysis borrowed from the Midwest arrives at the wrong place with confidence.

Wind does not damage a roof the way hail does. Hail bruises the surface, and the argument is about whether a mark is functional damage or cosmetic. Wind works at edges and attachments — it finds the perimeter, the ridge, the rake, an unsealed tab, a fastener pattern that was close enough for a calm day — and once it has an entry it works underneath. Which is why post-storm matters here so often turn on uplift resistance and attachment schedules rather than on surface condition, and why a roof that looks intact from the driveway can be a roof that has already failed.

The code history matters just as much. Florida's requirements were rewritten after the storms that exposed what the previous requirements permitted, and they were rewritten more than once. Deck attachment, roof-to-wall connection, opening protection, secondary water barrier — the expectations attached to each of those have moved within the working life of a single contractor. A structure built lawfully in one era can be non-compliant with the current code and entirely compliant with the code that governed it, and the standard of care question is always about the second one.

That is the distinction that decides matters, and it is the distinction an expert who was not here at the time has to reconstruct from documents. I was here, holding a licence, building to each version of it as it arrived.

The humidity is the quiet one. In this climate anything that gets wet behind a surface stays wet, so the interval between the intrusion and the observable damage is longer here than the literature assumes. A leak that began two seasons ago can present as new. When the question is when the intrusion started — and it frequently is, because policy periods and ownership changes hang on it — that lag is the whole argument.

What to send me, and what not to

Useful, in rough order: the complaint or the demand, the contract and any change orders, the permit history and inspection records, the original plans and any approved detail drawings, photographs with their metadata intact, prior reports from either side, and the policy if coverage is in play.

Permit and inspection records are the ones most often left out of the first bundle and the ones I ask for first. They establish what was submitted, what was approved, what was inspected, and what passed — and the gaps in that sequence are frequently the case. Work that has no permit record has a different evidentiary posture entirely, and you want to know that before the other side raises it.

On photographs: send originals, not exports. A photograph that has been through a phone's share sheet or dropped into a document has usually lost the metadata that establishes when it was taken and by what device. Once that is gone, the date of the photograph becomes a matter for testimony rather than record, and you have converted a document into a witness.

What not to send: your theory of the case, at least not first. Tell me the facts and the boundary the dispute sits on, and let me reach a view before you tell me the one you would like. An opinion formed after being told the desired conclusion is an opinion with a visible seam, and the first question at deposition will be what I was told and when. I would rather be able to answer that cleanly.

If a site inspection is possible, arrange it before the condition changes. Repairs, weather and ordinary occupancy all alter the evidence, and an expert who only ever saw photographs is an expert with a limit that opposing counsel will find.

How engagement works

Tell me the matter, the boundary the dispute sits on, and the timeline. That first conversation costs nothing and is frequently short, because a meaningful share of the time the honest answer is that you need a different specialist and I will say so.

If it fits, the sequence is: conflicts check, scope agreed in writing, site inspection where one is possible, document review, then a report. I do not write a report before I have looked, and where a site inspection is not possible I will say so in the report rather than let the absence sit unmarked.

You will get an early verbal read. If the opinion is going to be unhelpful to you, that is when you hear it — before it is written, before it is disclosed, and while you still have options. Nobody is served by discovering the problem in a deposition.

I am one person. That is deliberate, and it is also a real constraint: I cannot take every matter, and a matter that needs a team is a matter that needs someone else. When I am at capacity I will tell you rather than take it and under-serve it.

Verify me before you call, not after

Everything above is checkable and I would prefer you checked it.

The licences are in the Florida DBPR public licence search: CBC059592 and CCC1327217. Both show status, the name attached, and the expiry date. Run them.

Do the same for any expert you are considering, including the one on the other side. A surprising number of construction experts hold no active contractor licence in the state whose standard of care they are testifying about, and that is a question worth asking at deposition regardless of whether you retain me.

What I will not put on this page: a count of matters I have been qualified in, a list of firms I have worked with, or a testimonial. Not because there is nothing to say, but because I will not publish a client relationship or a docket reference without permission, and I have not asked. When I have that permission it will appear here with the reference attached. An unverifiable number on a website is worth precisely nothing to someone whose job is testing claims — you would discount it instantly, and you would be right to.

The cost of the wrong expert, and the cost of waiting

Consider where you are in the matter. If the expert is not yet retained, you have the most options you will ever have. If disclosure is close, you have fewer. If a report has already gone out and it has a soft spot in it, you have the fewest — and the other side is already working on it.

What does an expert who does not hold up actually cost? It is rarely the fee. It is the settlement number that moves because the other side reassessed their risk after a deposition. It is the case that resolves at a figure your client will remember. It is the client who does not come back.

I am not going to tell you there is a deadline on contacting me, because there is not. What there is, is a point in every matter after which changing your expert becomes expensive and visible. You know where that point is better than I do.

If the technical side of your case is sound and you want it delivered by someone who has actually carried the responsibility — tell me about the matter.

Use the form below, or call. Tell me the boundary the dispute sits on and roughly where you are in the schedule, and I will tell you straight whether I am the right person for it.

Common questions