blablub
2025-08-12 21:03:45
- #1
I spoke again with the TWP as well as the manufacturer of the bitumen sheets. None of them have a proper solution proposal. Unfortunately, the planner is not reachable and the company is getting impatient:rolleyes: I tried to sketch the structure. This is at least how the planner planned it. The strip foundations were necessary due to the soil conditions and the facing masonry is old stock and had to be preserved. The screed was supposed to lie as a composite screed on the floor slab for the purpose of concrete core activation. [ATTACH alt="1000053570.jpg"]92509[/ATTACH]
The detail of the wall waterproofing membrane under the masonry is now questionable. According to the manufacturer, a G 200DD is not approved for the load case. I am almost considering simply running the PYE PV 200 S5 under the masonry and foregoing the G 200 DDo_O
The detail of the wall waterproofing membrane under the masonry is now questionable. According to the manufacturer, a G 200DD is not approved for the load case. I am almost considering simply running the PYE PV 200 S5 under the masonry and foregoing the G 200 DDo_O