I have a project and it's required to upgrade the existing wood floor framing with the live load capacity of 40 psf. The wood floor will be used as a night club dance floor. I was planning to use 100 psf live load. I was wondering if I should include the live load impact to the floor to handle large groups of dancers. I don't know what type music the night club will play. Since the site is located within a university school zone. What type of music are young adults dancing to now a day? Saturday Night Fever?