I did centerline to centerline of each column for beam span.
Beams spanned no more than 40'
Joists spanned no more than 30' and are perpendicular to beams and are spaced at 4' O.C.
Deck spanned perpendicular to joists.
spike wrote:sparky,
quick question. would you need a beam on the west side of covered entry @ lower level if its a bearing wall?
spike wrote:sparky!
why would you need a wall on the west side of covered entry on level one? the joists are spanned north south that wall is not taking any roof load.
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