Sven2617
2024-10-20 17:16:41
- #1
Hello dear home builders,
we have built a new building with ETICS. The exit steps to the terrace and front door are personal contributions. Currently, it looks like in the photo, the insulation boards are glued to the exterior wall and go up to the door frame. The statement back then from the construction manager of the developer was "Cut out the insulation boards so that the step fits in and then insert it - that’s how it would be done everywhere."
Now we absolutely cannot imagine that a merely glued (soft) insulation board is supposed to permanently support a several-kilogram heavy (hard) stone slab along with constant foot traffic without breaking off or suffering other damage.
For support, we have now embedded granite beams on the front side in front of the dimple sheet. On the back side (door frame side), however, I have no further idea what could be done there so that the insulation remains durable and does not break off due to the load.
Is there perhaps anyone among us who has had a similar case and found a solution – or how would you handle it in such a situation?
we have built a new building with ETICS. The exit steps to the terrace and front door are personal contributions. Currently, it looks like in the photo, the insulation boards are glued to the exterior wall and go up to the door frame. The statement back then from the construction manager of the developer was "Cut out the insulation boards so that the step fits in and then insert it - that’s how it would be done everywhere."
Now we absolutely cannot imagine that a merely glued (soft) insulation board is supposed to permanently support a several-kilogram heavy (hard) stone slab along with constant foot traffic without breaking off or suffering other damage.
For support, we have now embedded granite beams on the front side in front of the dimple sheet. On the back side (door frame side), however, I have no further idea what could be done there so that the insulation remains durable and does not break off due to the load.
Is there perhaps anyone among us who has had a similar case and found a solution – or how would you handle it in such a situation?