I have a building which the client wants to add a 9 ft high partition wall(no door on the wall, and the building height is 12ft) to separate the room, do I need to add wind load on this partition wall? any thoughts are appreciated.
Some building codes state that interior partitions that exceed 6 feet in height should have adequate strength to resist the loads to which they are subjected but not less than a horizontal load of 5 psf. I would confirm with the local AHJ.