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Hey fellow builders!
I’m working on a decking gazebo area, roughly 7m x 2.4m, with a pitched gable roof at 13°. I’m using 150mm x 150mm posts, concreted in 600mm deep. The decking joists, roof rafters, ridge beam, and all joists are 150mm x 47mm C24 treated timber. The roof will have 18mm marine plywood, covered with Onduline Bardoline Roofing Shingles (minimum 12.5° slope).
On the left side, I’m adding a shed with exterior-grade plywood flooring instead of decking, and I’m considering feather edge cladding or shiplap if budget allows.
The third set of posts from the left will hold a table and chairs, so I avoided a joist across to the next post to keep it clear. Instead, I’ve joined the two rafters with 2 x 47mm x 150mm timbers. I’d like to know if this fix is structurally sound. Please check my attached plans for details.
Any advice on stability, especially for the 7m span and rafter join, would be appreciated. Located in High Wycombe, so clay soil and weather are factors. Thanks!
I’m working on a decking gazebo area, roughly 7m x 2.4m, with a pitched gable roof at 13°. I’m using 150mm x 150mm posts, concreted in 600mm deep. The decking joists, roof rafters, ridge beam, and all joists are 150mm x 47mm C24 treated timber. The roof will have 18mm marine plywood, covered with Onduline Bardoline Roofing Shingles (minimum 12.5° slope).
On the left side, I’m adding a shed with exterior-grade plywood flooring instead of decking, and I’m considering feather edge cladding or shiplap if budget allows.
The third set of posts from the left will hold a table and chairs, so I avoided a joist across to the next post to keep it clear. Instead, I’ve joined the two rafters with 2 x 47mm x 150mm timbers. I’d like to know if this fix is structurally sound. Please check my attached plans for details.
Any advice on stability, especially for the 7m span and rafter join, would be appreciated. Located in High Wycombe, so clay soil and weather are factors. Thanks!
