posted 9 years ago
The foundation is the only potential issue since you will be offset from the footing, a mono-slab less of a concern....If it is a 2500 PSI slab on grade knocked down for age to 1500 PSI the weight is not an issue. COB @ 8" thick x 8' tall would bear down about 5-10 PSI, but flex or deflection can be an issue. If your slab(assuming you have one) is suspended by rebar and does not bear on the ground less of an issue(probably not the case). If is not and the substrate soil cannot support the deflection from additional weight there could be serious issues at the adjacent connecting walls. Concrete slabs can deflect around 16-20% that adds significant bearing & shear load to sub soils, walls go with it that is why we put real high compression strength and rebar in them since they do not do well in bending.
So the weight itself may be of little concern but the weight distribution may be of high concern especially if the corners/walls are already showing signs of failure.
Paramount Natural Design-Build Architect, Engineering Services, GC, LLC.