I'm looking for some advice/opinions on my foundation detail. The frame is a single story with a 2x10 stick framed floor. I'm planning to have the posts sit directly on the floor framing with 2x10 solid blocking under each post. I will make the bottom cuts on the posts after shooting elevations of the floor. The foundation wall (8") is in line with the posts. I plan to use a Simpson LHSTD anchor (strap nailed to the outside of the timber embedded into the concrete). The 2x6 exterior walls will rest on the floor which cantilevers 6" beyond the foundation.