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So I'm working on the next section of my deck (15x22 ft) that is not attached to the house. It's going to sit on top of 3 beams that are each doubled 2x8s. I was talking to DJSIN about this, and he thinks I can get by using 2x6 joists, but my plans call for 2x8 joists. Plans were generated at Menards, and joists are to be placed at 16" on center. the span between beams is approximately 7 1'2 ft between the outer and middle, and about 3 feet between the inner and middle. Overhang on them is approximately 2 ft in the front and about 18 inches on the back.
Now, if I can save myself a couple bucks by going with the 2x6, i wouldnt mind, but i dont want to compromise the strength or rigidity of my deck. Also, if i had to change my joist spacing to 12" instead of 16" it wouldnt be worth it for me from a cost or additional work standpoint.
Anyone got any input for me here?
Now, if I can save myself a couple bucks by going with the 2x6, i wouldnt mind, but i dont want to compromise the strength or rigidity of my deck. Also, if i had to change my joist spacing to 12" instead of 16" it wouldnt be worth it for me from a cost or additional work standpoint.
Anyone got any input for me here?