mr. weisberg's designed . however, as he said, and a quote, he since stated that, quote, if proper drawings and proper documentation is produced to demonstrate that the support structure of the roof is safe and will support the new deck, the association board will withdraw a permit appeal. now, obviously, my primary concern as the owner of the deck, like all of us, is to make sure that the support structure of the room is safe and compliance with code, so after discussing it with mr. stern, i commissioned wje, who mr. stern just mentioned, to do three things. first, to measure the joint group size, spacing, and support between the roof and ceiling of his unit. secondly, to calculate the load carrying capacity of the existing joists compared with code, and thirdly to produce designs that would strengthen the joists if necessary so we can be sure that the new deck is safe and that it meets with code. mr. cox, who mr. stern just mentioned, is a very, very experienced civil engineer, and his designs and calculatio