Question for the engineer types out there: I am under contract on an older home in the Houston area. The house has a pier and beam foundation that was essentially redone ($10,000 of work, several dozen new piers put in) in 2006. My home inspector snapped a photo of one leaning pier (looks like a 20 degree lean from 90 to me) under the house and recommends I fix it. Seller's PE comes in and says there's no issue and I have it in writing.
There's no sign of cracking or anything inside. On the outside, there is one probably old crack on the brick veneer but that's all. Floors seem very level to me walking though and original wood floors (house built in 1945) are in very good shape.
How concerned should I be? Is a leaning pier common enough to not worry about? Thanks in advance for any reply.
There's no sign of cracking or anything inside. On the outside, there is one probably old crack on the brick veneer but that's all. Floors seem very level to me walking though and original wood floors (house built in 1945) are in very good shape.
How concerned should I be? Is a leaning pier common enough to not worry about? Thanks in advance for any reply.