I'm a new poster, and would like some feedback on a friend's deck that he recently had built on the back of his house roughly 10-12 feet off the ground. The ledger connection to the house looks to have lag screws, however, I expressed some concern to him over the floor joist support beam nailed to the outside of the 6X6 posts. The beam looks to be a 2X8 nailed on each side of the post, with the joists sitting on top. I have attached pictures.
There are no lag screws or through bolts on the horizontal beams. The builder also broke the inner beam into 2 sections as the picture shows.
The 6X6s are cut off at floor level, so not sure why the builder didn't secure the support beam on top of the posts. Then there is a screened in portion topside that ties into the roof of the house. Should he have some cleats or vertical 4X4s attached under the horizontal deck support beams, or lag or through bolts to strengthen the connection? It's a decent size deck IIR -- maybe 12X16 at least.
Would be interested in any feedback for him on next steps.
Thank you!
There are no lag screws or through bolts on the horizontal beams. The builder also broke the inner beam into 2 sections as the picture shows.
The 6X6s are cut off at floor level, so not sure why the builder didn't secure the support beam on top of the posts. Then there is a screened in portion topside that ties into the roof of the house. Should he have some cleats or vertical 4X4s attached under the horizontal deck support beams, or lag or through bolts to strengthen the connection? It's a decent size deck IIR -- maybe 12X16 at least.
Would be interested in any feedback for him on next steps.
Thank you!
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