On page 238 of Rod's book (~ 6th paragraph), he says:
How was this dead load calculated? Thanks.The existing floor joists are 2 x 10 Hem/Fir #2 construction grade, installed at 16" centers. Out-to-out bearing is 11' 4 1/4", there is 3/4 T&G decing above, with the 3/4" oak flooring above that over the live room, and carpet with pad over the control room/iso-booth. The total existing dead load is 7.68 psf above the live room.