Construction Update: We Stopped a Concrete Pour and Redid the Footings - 3 Weeks Lost, Headaches Saved

Construction Update: How a Set of Photos Saved Our Footings

Hey, Daniel here!

Quick update from the build. We’re three weeks behind schedule and I’m completely fine with that, because the alternative was pouring concrete over footings that weren’t done right.

Here’s how it played out.

The Footings Went Up Fast - Maybe Too Fast

The contractor moved through the footings quickly, which on paper looked great. We were ahead of schedule. The forms were up, the rebar cages were tied, the concrete truck was basically warming up.

The day before the pour, the contractor sent us photos for sign-off. Standard procedure. That’s where it stopped being routine.

The Architect Spotted It Immediately

My architect was reviewing the photos and immediately flagged problems. We hit pause on everything.

What was wrong:

• The concrete bed underneath wasn’t done as per the plans
• The stirrups were 90-degree hooks, not the 135-degree seismic hooks required by the Philippine structural code
• A few other detailing issues that wouldn’t have been visible once concrete was in

90-degree stirrup hooks are the classic shortcut. They look almost the same in a finished cage but they don’t behave the same in an earthquake. In a seismic event, 90-degree hooks open up under cyclic loading and lose confinement on the column core. 135-degree seismic hooks bend back into the concrete and stay closed. The Philippines is on the Pacific Ring of Fire. This is not optional.

If we’d poured that morning, all of that would have been buried in concrete and impossible to fix without demolition.

Daily Eyes on Site - The Best Money We’ve Spent

After this, we made a change to how we supervise the build.

We hired someone to go on site every single day to:

• Take photos and video of every active work area
• Take measurements
• Post everything to a shared messenger group for daily review

That group includes me, the architect, and the contractor. Everybody sees the same images, every day, with timestamps.

This costs very little compared to the build budget. It catches things while they can still be fixed. And it changes contractor behavior - knowing the work is being documented daily makes “just pour over it” a much harder choice.

If you’re building in the Philippines and you’re not on site full-time, this is the single highest-leverage thing you can pay for. More than fancy materials, more than a foreman bonus. Daily independent documentation.

The Redo

To his credit, the contractor was cooperative. We laid out what needed to change, he agreed, and his crew redid the work:

• Concrete bed corrected as per the structural plans
• All stirrups replaced with 135-degree seismic hooks as required by code
• Cages re-tied properly with the right spacing

You can see the difference clearly in this before/after of one of the columns:

The “before” side is the original work - rough excavation walls, inadequate base prep, the wrong stirrup details. The “after” side is what got built once we restarted: clean formwork, proper concrete bed, correct cages, proper spacers.

Three weeks of delay. Worth every day of it.

Going Beyond Code: Extending the Turnouts

While we were redoing the work, somebody in the review group suggested we extend the turnouts - the bent-out portions of the column rebar that anchor into the footing.

The original detail was already compliant with the Philippine code. We didn’t have to do anything more. But the suggestion was sound: longer turnouts give a stronger connection between column and footing, which matters in a country that gets both earthquakes and typhoons trying to pull columns out of their bases.

So we did it. Extended turnouts beyond what the code requires.

The red marks in the photo above show the additional rebar length we added. Compliance is the floor, not the ceiling. If a small change is cheap and gives you better seismic performance, do it. We’re going to live with this house through a lot of typhoons and a few earthquakes. The extra rebar is a rounding error in the budget.

Where We Are Now

Three weeks behind schedule. Footings redone. Daily site documentation in place. Contractor recalibrated on what level of detail we expect.

Perfect? Probably not. There will be more issues, there always are. But the foundation under this house is now significantly better than what we were about to bury.

What I’d Tell Anyone Building in the Philippines

A few things this episode confirmed for me:

1. Always insist on photos before any concrete pour. Multiple angles. From multiple days. Time-stamped.
2. Have someone qualified review them - your architect, structural engineer, or an independent supervisor. Not just the contractor saying “okay na.”
3. Get a daily site documenter on payroll. Different person from the contractor, reporting to you.
4. Know the seismic detailing requirements - 135-degree hooks, proper spacing, lap lengths. If you can’t recognize a wrong stirrup in a photo, you’re trusting whoever can.
5. Don’t be afraid to stop the pour. A delay is annoying. Buried wrong rebar is permanent.
6. Build relationships with contractors who will redo work without drama. Ours did. That’s worth a lot.

The cost of stopping and redoing was real - three weeks of schedule, some rebar, some additional labor. The cost of pouring and discovering it later would have been demolition, replacement, and a structure I’d never fully trust.

I’ll keep posting updates as the build progresses. Next milestone is the column pour and ground beam. Same drill: daily photos, architect review, no shortcuts. Will share what we learn.

If you’ve had a similar moment on your own build where stopping the pour saved you from a hidden problem, would love to hear about it.