Hi,

I'm pulling down what I thought (and builder has checked) was a non load bearing wall (1860s weatherboard). The studs go up into the top plate with mortice and tenon joints. The top plate though is actually a beam above the 1980s celing (does this make sense, sorry if terminology wrong). Took one stud out fine- but second stud has dropped when I have sawn through, so I can't get saw in again. Obviously there is a load - but can't see how (and builder didn't pick it up). There is nothing resting on the beam i the ceiling from above. Question is if the joints are mortice and tenon - were these only used for loaded walls? Have you ever found a supposedly non load bearing wall actually carried weight? The house has moved a bit over it's years- could this be causing the load movement?

I'm leaving the wall as is for the moment - but curious for any input. (And don't say demolish - that's what my very non renovated minded Dad keeps saying )


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