abc12345
2020-02-07 13:15:55
- #1
Hello everyone,
I want to add a windbreak to my existing house.
It should become a windbreak. The rear part will be fitted with a fixed window element.
The question is whether I should ideally build the side panel with masonry or if it should be made of wood. The same applies to the front where the door is to be installed.
The existing door is 1140 mm wide. An already existing doorbell system must be installed to the right of the door and requires 200 mm of space including clearance on the right and left, i.e., without clearance for the door, there would only be 100 mm of space on the left side for the sidewall without letting the beam protrude on the side.
A picture of the conditions is also attached.
The outermost, cantilevered load point can also be easily supported by tie rods, which will be led inward into the masonry and anchored from inside the house.
The stairwell is currently still in shell construction anyway.
On the outside, the windbreak should be completely clad with rhombus slats. The cover with slope and eaves flashing will of course also be taken into account accordingly.
If wood, then what dimensions of the wood? Type of wood: laminated timber or dimensional lumber? Dovetailed or are angle brackets / joist hangers sufficient?
If the sidewall is to be built with masonry, which bricks and what wall thickness do I need at minimum?
Thank you in advance for your help.
Best regards

I want to add a windbreak to my existing house.
It should become a windbreak. The rear part will be fitted with a fixed window element.
The question is whether I should ideally build the side panel with masonry or if it should be made of wood. The same applies to the front where the door is to be installed.
The existing door is 1140 mm wide. An already existing doorbell system must be installed to the right of the door and requires 200 mm of space including clearance on the right and left, i.e., without clearance for the door, there would only be 100 mm of space on the left side for the sidewall without letting the beam protrude on the side.
A picture of the conditions is also attached.
The outermost, cantilevered load point can also be easily supported by tie rods, which will be led inward into the masonry and anchored from inside the house.
The stairwell is currently still in shell construction anyway.
On the outside, the windbreak should be completely clad with rhombus slats. The cover with slope and eaves flashing will of course also be taken into account accordingly.
If wood, then what dimensions of the wood? Type of wood: laminated timber or dimensional lumber? Dovetailed or are angle brackets / joist hangers sufficient?
If the sidewall is to be built with masonry, which bricks and what wall thickness do I need at minimum?
Thank you in advance for your help.
Best regards