I'm going to build a 10-foot deck with a covered storage area. I would like to install 12 "@ 4 foot deep concrete colleagues every 8 feet - then just jet over the peers in a 2x6 @ 16 Support" to support stud wall with the 2x10 x 10 'rafters resting on the top of the deck-no cantilever the margin for the degree beam 8 feet with perhaps a 2 foot cantilever on both ends? ((Or not, span I need to 4 colleagues), what size beam I-I need was thinking a 6x8 pt wood roof will likely balloon from the stud wall below deck rafters
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