Luiz Posted 10 hours ago Posted 10 hours ago (edited) 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. Edited 10 hours ago by Luiz Missing text
JohnMo Posted 10 hours ago Posted 10 hours ago Definitely in all directions fall away from house, not falling towards house anywhere. What is the wall? Someone elses house or a boundary wall Plank direction is personal choice, but will affect sub structure design If you are using composit boards you will be at 300-400mm centres on the sub structure. I used flat plates 12mm thick and about 200mm wide galvanised steel, sandwiched between timber and then post created in place. The structure needs to be robust, mine was on a new build and designed by structural engineer, so most the wood is 10x2, light duty stuff is 6x2. The perimeter is doubled up 10x2. I
Gus Potter Posted 8 hours ago Posted 8 hours ago Have a read though this old manual. TRADA Timber decking The professionals manual 3rd edition.pdf
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