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What did an engineer specify for an 80-year-old Tulsa basement house?

Reviewed by Preston, Oklahoma foundation repair consultant ยท Updated 2026-10-14

Tulsa20142-level timber house with basement and brick veneer, about 80 years old in 2014clay tile stem walls and brick masonry basement walls on spread footings; 2x10 floor joists at 16 in.

In short: A Tulsa house about 80 years old had settled at a dining-room wall and at the corners of its wraparound porch. Its basement stairwell wall had buckled inward and its sump pump had failed 1. The engineer attributed the problems to age-related settlement, long-term sagging of the wood framing, poor maintenance and basement water. The scope covered 15 exterior steel piers, a rebuilt stairwell wall, new beams and posts, foam leveling under the porch, and basement water control 1.

What did the house show?

The engineer inspected the house in January 2014 1. It is a two-level timber house with brick veneer and a basement. The stem walls are clay vitreous tile, the basement walls are brick masonry on spread footings, and the floor is framed with 2x10 joists at 16 in. on center 1.

Observed conditions 1:

What did the engineer find was causing it?

The engineer described the movement as age-related settlement plus long-term deflection of the timber framing, typical of a house of this age. Poor maintenance and basement water added to it 1.

What repair was specified?

The report was a ten-item scope 1:

What does this case show about Oklahoma foundations?

Free, plain-English answers. It asks a few questions and walks you to the repair that fits.

Common questions

Why might an engineer say a supplemental footing could be needed before piering?

This house had clay vitreous tile stem walls. The engineer asked that the foundation construction be verified before piering and noted that a supplemental footing may be required, because a pier can only lift what sits on a sound footing.

Can new beams fully remove old floor sag?

Not always. Here the engineer specified LVL beams on new posts but expected only partial recovery of the long-term deflection in the floor framing.

What did the engineer do about water in the basement?

The sump pump was dead and there was seepage at the walls and floor. The engineer called for a new sump pump, hydraulic cement on the basement walls, and epoxy floor paint.

Sources

  1. Engineer's evaluation report, 2014 (private client report) Licensed professional engineer, Oklahoma
  2. Understanding Basements, Building Science Digest 103 Building Science Press (J. Lstiburek)
  3. Tulsa's Physical Environment (1972), contents: 'Drainage Problems in Clay Soils Under Buildings in Tulsa' and related chapters Tulsa Geological Society (AAPG Datapages archive)

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