That means the civil engineer should be able to assess that just from the plans, right? Are there also cases where a floor or a wall is opened up to measure the thickness of elements? That would probably be difficult immediately before the purchase.
1) Yes, a civil engineer should not see less than I do. I don’t have x-ray vision, but I have extensive experience, and the interpretation is less like witchcraft than a layperson might initially think. I’ll just say what I see:
a) in the basement, exterior wall thicknesses indicating concrete, except for the stairwell, where it apparently transitions to masonry; the central wall is also likely concrete here; furthermore, 12 cm (expectedly masonry partition walls, in the old Reich format, logical);
b) on the ground floor, a central wall of 12 cm: sufficient for a beam ceiling of this span, presumably load-bearing, likely solid brick;
Furthermore, 10 cm interior walls: no scratch plaster walls, very unlikely aerated concrete given the year of construction, and equally unlikely drywall; probably gypsum boards, also possibly pumice boards; load-bearing walls in those positions would be unnecessary and would have been built as masonry (probably then 12 cm thick), but the wall between living and sleeping rooms becomes relevant for bracing at the latest if the one between kitchen and child’s room is removed. The civil engineer should be able to deduce that these 10 cm thick walls are not load-bearing and consequently should not worry about their substitution regarding weight load transfer—however, suspicion must arise precisely because of this that they might have another function (namely bracing). Exterior walls on the ground floor with a thickness of 25 cm indicate a single-shell masonry construction;
c) in the section drawing, only a few material thicknesses of the attic are legible. The visual thickness comparison indicates, however, that nothing was dimensioned as generously as would be usual at the time to support the weight of a modern roof; and there is no apparent reason to doubt that the roof structure essentially rests on the ceiling between the ground floor and attic. Knee walls are not depicted there, and the dormers give the impression that the poet’s courtesy should remain silent about their thermal transmittance.
2) Yes, replacing belief with knowledge is classically solved by investigation; and core drillings are a popular subject for that.
The walls are all lined up nicely, so I would generally assume they are load-bearing.
Generally conclusive for load-bearing. The central wall in the attic is 10 cm thick instead of 12 cm as below, and otherwise these walls will only support themselves here. Those on the ground floor would, as explained above, be improperly dimensioned for load transfer— all based on the assumption of truthful drawings, of course.