EddieWalker
Epic Contributor
Two things jump out at me. First is that you can see in these pictures that the floor joists are already bowing different directions. Hoping to keep them lined up with just the plywood on top wont work. They need blocking in between them. This will add tremendous strength to the floor, and also prevent future movement of the joist as some of them will want to continue to turn on you. If you do not add the blocking, you will have issues. I don't know if you need one row of blocking down the middle, or two rows, or even three rows. That should have been determined by the engineer based on the type of wood uses and how long the span is of the joists. One row for sure!!!!
Second thing is how support of your joists on the beam. They did a very common thing with the lip found all the time on the perimeter sill plate when it's resting on solid concrete or block. Doing this across the span under your beams is what I'm not familiar with, and gives me a reason for concern. There will be a huge amount of weight on the lip in the center of it's span. What is keeping that lip in place under the beam? Did they just nail it in there? Screws? Or is there an engineered fastener designed to support the load? Seeing how they toenailed the floor josts to the beam also makes me wonder if they did that with the lip?
I'm also wondering what size nails are they using? A common trick to save money with roofers, deck builders and especially roofers, is to use small nails.