Luiz Posted Wednesday at 21:56 Posted Wednesday at 21:56 (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 Wednesday at 21:59 by Luiz Missing text
JohnMo Posted Wednesday at 22:24 Posted Wednesday at 22:24 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 Wednesday at 23:47 Posted Wednesday at 23:47 Have a read though this old manual. TRADA Timber decking The professionals manual 3rd edition.pdf
Recommended Posts
Create an account or sign in to comment
You need to be a member in order to leave a comment
Create an account
Sign up for a new account in our community. It's easy!
Register a new accountSign in
Already have an account? Sign in here.
Sign In Now