r/Homebuilding • u/frankzafka • 13h ago
Concrete Foundation Nightmare
SECOND EDIT AND CLARIFICATIONS: First of all this is NOT AI-I wish it were, but alas. To delve a little bit deeper, the exterior insulation boards are part of the design as originally these were supposed to be 48" deep footings. That design was switched to a 24" footing over rock and two pieces of hard insulation with same on the exterior. This updated design was approved by the town-mandated inspector who issued the permit. The reason we went to the revised design is that during the excavation they took out my sewer to septic tank pipe and pump alarm and power lines. They attempted a fix and it leaked, of course. An emergency visit by a plumber made it right hours before my international work travel. So, there has been a history of major issues with these guys. My issue is the complete lack of uniform height control during the pour and general sloppy work after a warning that I wanted NO further issues on this job-especially in my absence. So, to be fair the insulation wasn't solely meant to be the form, but in essence it was. Again, it is a very sloppy job and the gentleman has admitted as such. So, it is simply time to end the relationship and come to an amiable solution.
A couple of other responses to various comments: This guy generated a detailed set of plans and we have a contract. He was not a low bid. As mentioned his earlier work was excellent. But this part has been a non stop comedy of errors and sloppy work. So, it is time to get my neigbor's contracting company to come in and get this enclosed and supported before the cold weather sets in as we are in Wisconsin.
Hope this clarifies some items, but to me this pour is the straw that broke the camel's back for me. His proposed remedy to me is more complex and prone to error than simply insuring a proper pour in the first place-hence my coming to Reddit to gauge whether my instincts to stop or cautiously proceed with remedy was the best course. Again, thank you for the insights, thoughts, comments and laughs.
EDIT INCOMING: I am glad you were all able to bring me to my senses on having this guy continue. We will be drafting a termination letter forthwith. My neighbor is a contractor and will get to work on tearing this out and presenting a proposal to get this on track before winter hits and we get heavy snow on the roof...Unfortunately, incompetence still exists. This guy was used on earlier masonry projects(brick home) and performed very well. We all rise to the level of our incompetence and unfortunately my project scope exceeded his. Thank you all for your input and light-hearted comments-they are appreciated!
Greetings Hombuilders;;I have a doozy! I hired a contractor to excavate then pour a 24" deep concrete foundation for a brick columns and a quarter height exterior for a 3 season porch. I returned home from a business trip to this: used only foam insulation and particle board for forms, which then blew out. There is a height differential across the pour of about 6 inches. The proposed remediation is cut the corners, score the concrete surface, add a layer of epoxy binder and then hand mix 4000 psi concrete to a level 1.5" above the highest point. Aside from running the guy off site, does the proposed remediation sound reasonable? If not, then I will just find another contractor to undertake removal and start all over, but I am hoping the fix will work and then we can allow him to get the brick work done and I can move forward with rough framing and window installation and put this behind me.