New house under construction with a full basement.
All of the deck header bolts are bolted through the ends of these 2x4 engineered floor joists. The other end is designed the same so it does not appear that anything special was designed into these joists for the deck load. The bolts are too short and not staggered but I am wondering if anyone has seen this method before. I recommended either verifying on the plans or obtaining an engineers letter of approval as well as noting the other issues.
The buyer has plans to replace/add on to the deck so the loading could increase in the near future. Not sure what size deck is planned by the builder.