The study book for the Mech. Eng. PE exam said 1.5F per vertical foot is a good rule of thumb for the stack effect. You seem to be over this.
Or was it 1.5' per degree F?
http://arch.ced.berkeley.edu/vitalsigns/workup/siegel_house/sgl_stak.html
Or was it 1.5' per degree F?
http://arch.ced.berkeley.edu/vitalsigns/workup/siegel_house/sgl_stak.html