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Let's say you have a three foot wide safe that weighs 1,000 pounds, and your floor joists span 12 feet (which is typical). This three foot by 12 foot section of the floor was designed to safely carry a live load of 3 x 12 x 40 PSF, which equals 1,440 pounds.
R311.5 provided that the design live load does not exceed 30 psf (1.44 kPa) and the design dead load does not exceed 20. psf (0.96 kPa). The allowable span of ceiling joists that support attics used for limited storage or no storage shall be. determined in accordance with Section R802.4.