I have a column base plate which sits over a padstone on the internal leaf of a cavity wall. Would you please advise what the best fixing for the hold-down anchors is.
Thank you for your enquiry. We have no data available for the application and generally we would not recommend a fixing installed in that position in line with the standard as the masonry units should be fully restrained. We do appreciate however that installations do occur into top layers of the masonry and our suggestion would be to increase the embedment depth down through a number of courses to provide a suitable level of resistance. Typically, this would be via an injection resin system such as the HY270 mortar. As mentioned, there is no data available therefore you will need to test on site to establish the allowable resistances.