In a nutshell - does structural movement mean the same as subsidence and would we need to declare this to insurers?
Long winded explanation - we are FTB in the process of buying a Victorian terrace. In the building survey we had done it states that there is evidence of structural movement (unsurprising, given the age of the property). Although the words "long-standing and non-progressive" (suggested by Direct Line as the phrase they needed to hear in order to offer insurance) are not used in the survey, it does say that there is nothing to indicate any recent movement has occurred and does not highlight anything other than historic movement and hairline cracks. (However, searches done by our solicitor suggest there is a moderate to high risk of natural ground subsidence - although this is quite normal for the area we are buying in and we aren't worried.)
With all this in mind, I'm totally unsure what to do about our home insurance! With the exception of Direct Line who specifically ask about subsidence AND structural movement, all other insurers i've spoken to seem to to only ask about evidence of subsidence. Our building survey didn't mention subsidence, only structural movement typical of a Victorian property - but in the interests of full disclosure I mentioned this structural movement to insurers I've called this week. As soon as I've mentioned structural movement to insurers almost all of them immediately said something along the lines of "computer says no to subsidence" even though subsidence is not mentioned in our building survey at all.
My DP says we should just take the questions at face value and unless they specifically mention "structural movement" in their questions we just say "no" to the subsidence question. But I'm really paranoid that this would come back to bite us on the bum - especially given the conversations and quotes I've had from insurers, surely I can't just ring back and go "forget about what I said before!!"?! A couple of insurers are willing to insure us based on the info I have given but the difference is £250 in cost to just the standard quote that I got not mentioning the structural movement.
Has anyone else faced a similar problem?