R.Hotzenplotz
2018-07-12 13:14:44
- #1
We have a response to the expert report. Point 2.4 is undisputed (it was only unknown to the expert), everything else is disputed.
2.1 Situation regarding base waterproofing:
The base waterproofing represents a deviation from DIN 18533.
As mentioned on site, the variant chosen by us is commonly executed in practice.
There are no disadvantages; the pressure-resistant Styrodur panel firmly connected to the base slab, which is also used as insulation under heavily loaded floor slabs, is an equivalent plaster carrier to one made of concrete or masonry.
There is no defect in this regard. This is especially true because damage to the insulation when subsequently installing the insulation cannot be ruled out.
2.2 Situation regarding the rear facade:
This was incorrectly summarized by me.
The mentioned spot shows an inaccuracy of 1.5 cm on an area of 0.8 m², which is accordingly not peeled off, as I initially stated, but is compensated with the base plaster, since the maximum thickness of the base plaster is not exceeded.
Thus, this is not a defect, but a not yet completed service which will be executed flush again during the exterior plastering work.
2.3 Situation regarding the cable entry in the garage.
This electrical installation is not part of our service.
2.4 Situation regarding the street-front canopy
The executed lightweight construction of the canopy over the entrance door represents a deviation from the construction service description,
however, according to the planning protocol dated 01.12.2017, the canopy construction was changed from concrete design to lightweight construction and specified accordingly (see protocol dated 01.12.2017).
2.5 Situation regarding the terrace exit doors at the building rear on the 1st upper floor
The exit from the finished floor is 15 cm even though 20 cm is claimed in the report. Further dimensional correction should be noted, namely the dimension of 2.01 m is a shell construction dimension, thus resulting in a finished dimension of 1.99 m.
With regard to the note on the passage height of the terrace doors, it should be pointed out that the passage height of the door from top of finished floor to bottom of frame results in 1.97 m. The exit usually takes place over the threshold onto the walkway surface of the corridor and not, as assumed here, at the expense of damage to the threshold wood and the lip seal on the window frame. Moreover, the support surface of the terrace door frame with approximately 6 cm does not offer a secure footing. Ergo, such an assumption is unrealistic.
As a note: The reference of storey and interior door heights to the clear passage height of the terrace doors remains unclear to us. It is irrelevant whether the clear height of the terrace door is 1.82 m or 1.99 m, since the exit usually takes place over the threshold and the frame wood is not used as a support surface improperly. We had already pointed out the damages arising from this.
The issue was discussed extensively. The disadvantages of the threshold solution and the resulting inconveniences were pointed out and included in the contract under 1.7.10. Other solutions are not feasible given the construction progress.
It will be interesting how it turns out with the base waterproofing:
The expert states:
"The waterproofing defects in the base do not only represent a formal defect. There is a danger here that, for example, due to the slope location of your object or the future increased rainfall, water may penetrate your property contrary to its intended purpose. Even though basically the lowest water exposure “ground moisture” is assumed in the base area, which a current waterproofing execution would presumably withstand, it cannot be safely excluded that this will remain so in the future. Based on the standards I cited as well as my professional experience, rework or upgrading of the base waterproofing is necessary, especially since a compliant execution of the base waterproofing is not present."
By the way, the pipe vent would be a Conel, not a Durgo.
Conel Drain – you can find it on the internet. I think it can be used as well.
2.1 Situation regarding base waterproofing:
The base waterproofing represents a deviation from DIN 18533.
As mentioned on site, the variant chosen by us is commonly executed in practice.
There are no disadvantages; the pressure-resistant Styrodur panel firmly connected to the base slab, which is also used as insulation under heavily loaded floor slabs, is an equivalent plaster carrier to one made of concrete or masonry.
There is no defect in this regard. This is especially true because damage to the insulation when subsequently installing the insulation cannot be ruled out.
2.2 Situation regarding the rear facade:
This was incorrectly summarized by me.
The mentioned spot shows an inaccuracy of 1.5 cm on an area of 0.8 m², which is accordingly not peeled off, as I initially stated, but is compensated with the base plaster, since the maximum thickness of the base plaster is not exceeded.
Thus, this is not a defect, but a not yet completed service which will be executed flush again during the exterior plastering work.
2.3 Situation regarding the cable entry in the garage.
This electrical installation is not part of our service.
2.4 Situation regarding the street-front canopy
The executed lightweight construction of the canopy over the entrance door represents a deviation from the construction service description,
however, according to the planning protocol dated 01.12.2017, the canopy construction was changed from concrete design to lightweight construction and specified accordingly (see protocol dated 01.12.2017).
2.5 Situation regarding the terrace exit doors at the building rear on the 1st upper floor
The exit from the finished floor is 15 cm even though 20 cm is claimed in the report. Further dimensional correction should be noted, namely the dimension of 2.01 m is a shell construction dimension, thus resulting in a finished dimension of 1.99 m.
With regard to the note on the passage height of the terrace doors, it should be pointed out that the passage height of the door from top of finished floor to bottom of frame results in 1.97 m. The exit usually takes place over the threshold onto the walkway surface of the corridor and not, as assumed here, at the expense of damage to the threshold wood and the lip seal on the window frame. Moreover, the support surface of the terrace door frame with approximately 6 cm does not offer a secure footing. Ergo, such an assumption is unrealistic.
As a note: The reference of storey and interior door heights to the clear passage height of the terrace doors remains unclear to us. It is irrelevant whether the clear height of the terrace door is 1.82 m or 1.99 m, since the exit usually takes place over the threshold and the frame wood is not used as a support surface improperly. We had already pointed out the damages arising from this.
The issue was discussed extensively. The disadvantages of the threshold solution and the resulting inconveniences were pointed out and included in the contract under 1.7.10. Other solutions are not feasible given the construction progress.
It will be interesting how it turns out with the base waterproofing:
The expert states:
"The waterproofing defects in the base do not only represent a formal defect. There is a danger here that, for example, due to the slope location of your object or the future increased rainfall, water may penetrate your property contrary to its intended purpose. Even though basically the lowest water exposure “ground moisture” is assumed in the base area, which a current waterproofing execution would presumably withstand, it cannot be safely excluded that this will remain so in the future. Based on the standards I cited as well as my professional experience, rework or upgrading of the base waterproofing is necessary, especially since a compliant execution of the base waterproofing is not present."
By the way, the pipe vent would be a Conel, not a Durgo.
Conel Drain – you can find it on the internet. I think it can be used as well.