I strongly advise against this. The steel straps are presumably back anchors for the foot purlin, which prevent the thrust from the roof from pushing the foot purlin and possibly the wall outward. The KS wall lacks the cast-in-place ring beam, which normally takes over this function and allows bolting the foot purlin to the ring beam.
This is the explanation for this construction that seems plausible to me. It is not the norm, but presumably a "homemade" solution that will also not appear in the structural analysis of the building—if such an analysis even exists. In principle, such components of the roof structure must not be removed or altered so as not to jeopardize the overall statics of the roof structure. Changes are only permitted with the involvement of a structural engineer and may also require a building permit.