The first thing I noticed in the first two minutes of the video was that the proportions of that corner M&T are a bit out. General guidelines indicate the width of the tenon in the tenoned member should take up roughly the inner 2/3rds of the part. This shortens the length of the mortice thus leaving enough wood at the outer corner of the morticed member to provide enough strength to prevent the joint failing through shear parallel with the grain in racking of the joint.
As to making the mortice overly long, or the tenon excessively narrow I'd say 'it depends'. In my experience I can't think of more than a handful of cases where I'd agree that this form would be good practice. Yes, a shy millimetre of extra length in the mortice to allow for ease of assembly and for a bit of expansion/contraction in the tenon, but outside that most workers rely on the accuracy of the tenon width matching the mortice length for squareness. Then, in service, if there's significant sideways stress in the mortice's length from the tenoned member, what's to stop the tenoned member drifting out of line over a long period? This falls into the category of time dependent creep, a subject studied by rheologists. Slainte.