We're looking at buying a hillside property that has this circular concrete plunge tub jutting way out past the edge of the upper deck, basically suspended in mid-air over a steep vegetated drop. It has steel safety railings wrapped around the rim, and all the PVC feed lines and drain pipes are just hanging exposed along the underside. The seller claims the steel cantilever tie-ins were over-engineered specifically for the water weight, but I've never owned a deck structure that holds a heavy tub without vertical posts anchored into the grade below. My partner thinks it's amazing and wants to soak while watching the sunset, but looking down at the canyon while sitting in thousands of pounds of water makes my stomach drop. Has anyone here actualy owned or inspected a hanging setup like this? Is it normal to leave the plumbing lines out in the open like that, and what should I be looking for to ensure the ledger or frame isn't under insane fatigue?
How safe is a cantilevered concrete tub hanging off an upper deck?
Sep 26, 2026
Last reply: 3 days ago
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If that tub is sitting there full of water right now, your body weight isn't going to be what brings it down. A concrete plunge tub holding four or five hundred gallons easily pushes 4,000 to 6,000 pounds once you factor in the shell. You climbing in adds maybe three percent to…
Read the full replyIf that tub is sitting there full of water right now, your body weight isn't going to be what brings it down. A concrete plunge tub holding four or five hundred gallons easily pushes 4,000 to 6,000 pounds once you factor in the shell. You climbing in adds maybe three percent to that total load. So yeah, I'd probably take a dip, but I sure as hell wouldn't buy the house without verifying what's anchoring it. Cantilevering that much dead weight without vertical posts requires serious structural steel. We're talking heavy W-beams extending far back into the primary floor diaphragm or anchored directly into bedrock caissons. A standard wood ledger board bolted to a rim joist would have sheared off the house the very first afternoon they filled it up. You need to see the original stamped engineering calculations and pull the permit history from the city to verify it was actually inspected during the build.
As for the plumbing, leaving bare PVC dangling in the wind is sloppy. Even if your climate doesn't get hard freezes, UV radiation will break down standard schedule 40 PVC and make it brittle over time. Add constant canyon wind vibrating unsupported pipe runs, and those solvent-welded joints will eventually crack. Those lines should be properly supported in channel struts and painted or wrapped for UV and thermal protection.
Before you remove contingencies, pay a **structural engineer** who specializes in hillside builds to evaluate the cantilever connections. You want someone looking specifically for weld fatigue, beam deflection, and any micro-cracking where the steel marries the concrete. If the seller can't produce stamped drawings and the building department has no record of it, walk away.
Take a 24-inch Stabila or a digital level to that cantilever right now. If you're seeing more than L/360 deflection under dead load alone, you've got issues.
Another thing to check is splashout corrosion. If they're running chlorine or a salt cell like a Hayward AquaRite, that chemical runoff is dripping straight down onto the steel-to-concrete tie-ins. If those outriggers and mounting brackets aren't 316 marine-grade stainless or at least heavy G185 galvanized, canyon drafts and chemical vapor will eat them alive. Crawl under there with a flashlight and an awl before you even dream of signing.
How're you even supposed to service that thing? If one of those exposed fittings cracks, you can't just crawl under there with a wrench. You're looking at hiring someone with climbing gear or renting a boom lift just to patch a tiny leak suspended over a drop. Also, check with your insurance agent before you get too attached. Most carriers won't love seeing photos of a multi-ton concrete tub hanging in thin air. If they don't flat-out refuse to write the policy, they'll jack your rates trough the roof.
I dealt with a similar open-air setup on an exterior soaking pool. People forget that concrete suspended out in the wind acts like a massive heat sink.
If the belly of that tub isn't insulated with thick closed-cell spray foam, keeping water hot out over a breezy canyon will drain your wallet. The first winter I ran an uninsulated tub over open framing, my heater ran nonstop just fighting the wind chill whipping underneath it. Check if the bottom is acutally insulated, otherwise factor a brutal utility bill into the purchase.
Quick update — the math on water weight really helped calm my nerves, and checking with a digital level showed almost zero deflection. But whoever mentioned insurance was spot on. Our carrier is balking at underwriting an ungrounded tub hanging over a ravine. Has anyone had to get a separate engineering stamp or rider just to keep their policy from getting canceled?
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