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Okay, so im getting ready to add on to the deck I built last year, and I have an immediate question that I need some help with.
The deck goes around a bump out on the house. The bump out is approximately 8'3" wide and bumps out from the house approximately 3 feet. Where the deck goes past the existing bump, I plan to attach it to the house with a ledger. The new section of deck is going to be approximately 20 ft long and will extend about 15 ft out from the house, and about 12 feet out from the bump out.
The deck I built last summer is butted up to one side of the bump out, but is not attached to it. The last joist on the existing deck runs right next to it, and is secured to the house by a ledger. Also, this part of the deck is going to be elevated about 8 inches over the existing deck, for a nice "step up" type thing.
Now for my question: whats the best way to do this? I was considering doing two beams under the joists that were secured to 4x4 posts set in the ground with concrete, so that the joists on the new section of deck are parallell to the house, and perpendicular to the joists on the existing deck. I understand that you can also run a cross beam between two joists which are attached to the ledger by doubling them up (with the double beam being up against the bump out, but not attached to the house in any way) but don't really know if this is the way I want to go with this, as it adds a lot of difficulty in figuring loads. I was also wondering if it would be a good idea to do a combination of these two, meaning that I would use a beam across the two joists where the bumpout is as well as support this beam (or beams) with the 4x4 supports underneath set in concrete.
Any suggestions that anyone with some expertise can offer me would be greatly appreciated.
The deck goes around a bump out on the house. The bump out is approximately 8'3" wide and bumps out from the house approximately 3 feet. Where the deck goes past the existing bump, I plan to attach it to the house with a ledger. The new section of deck is going to be approximately 20 ft long and will extend about 15 ft out from the house, and about 12 feet out from the bump out.
The deck I built last summer is butted up to one side of the bump out, but is not attached to it. The last joist on the existing deck runs right next to it, and is secured to the house by a ledger. Also, this part of the deck is going to be elevated about 8 inches over the existing deck, for a nice "step up" type thing.
Now for my question: whats the best way to do this? I was considering doing two beams under the joists that were secured to 4x4 posts set in the ground with concrete, so that the joists on the new section of deck are parallell to the house, and perpendicular to the joists on the existing deck. I understand that you can also run a cross beam between two joists which are attached to the ledger by doubling them up (with the double beam being up against the bump out, but not attached to the house in any way) but don't really know if this is the way I want to go with this, as it adds a lot of difficulty in figuring loads. I was also wondering if it would be a good idea to do a combination of these two, meaning that I would use a beam across the two joists where the bumpout is as well as support this beam (or beams) with the 4x4 supports underneath set in concrete.
Any suggestions that anyone with some expertise can offer me would be greatly appreciated.