Hi all,
I’m rebuilding an L-shaped deck and would really appreciate some experienced input on the best structural layout and fall direction before I commit.
Key details:
• The deck wraps around the corner of the house (L-shape).
• Approx sizes:
• Section A: ~150 cm deep (from house) × ~380 cm long
• Section B: ~370 cm × ~454 cm
• The deck is enclosed by walls on all sides (house walls + boundary walls)
• Height is ~300 mm above ground.
• I’m rebuilding the entire substructure (posts, beams, joists), so layout can be changed.
• Sub-soil is soft.
What I’m unsure about:
1. Board direction
• Should boards run in the same direction across the whole deck, or is it better to change direction between the two legs of the L (e.g. parallel to the house on the larger section and perpendicular on the narrower one, with picture framing)?
2. Fall / drainage
• Given the deck is enclosed by walls on multiple sides, what is the correct fall strategy?
• Is it better to:
• fall toward one outer/open edge only?
• fall diagonally?
• accept two planes with a subtle transition?
3. Substructure approach
• Best practice for posts on soft ground (concrete pads vs posts in concrete vs adjustable supports).
• Typical post spacing and beam layout for a deck of this size.
My priority is:
• a buildable, professional solution
• no twisted or planed joists
• boards sitting fully flat on joists
• avoiding water being trapped against walls
I’m less concerned about “perfect symmetry” and more about what experienced deck builders would actually do in this situation.
I have attached a drawing of what's currently in place...please ignore the drainage strip as it is doesn't actually exist.
Thanks in advance — any advice appreciated.