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Residential-balcony-live-load, live loads for different buildings such as residential buildings, educational, institutional, industrial, storage, business & office buildings etc.. The minimum live loads provided in table r301.4 are the minimum loads which must be applied in the design of each of the elements listed. attics constructed to include storage space must be designed for 20 psf live load., notes to table 1607.1 for si: 1 inch = 25.4 mm, 1 square inch = 645.16 mm 2, 1 pound per square foot = 0.0479 kn/m 2, 1 pound = 0.004448 kn, 1 pound per cubic foot = 16 kg/m 3.. floors in garages or portions of buildings used for the storage of motor vehicles shall be designed for the uniformly distributed live loads of table 1607.1 or the following concentrated loads: (1) for garages ....

If you are in washington state you should be aware that you live load requirement was amended. washington state amended the live load in table r301.5 for decks and balconies from 40 pounds per square foot (psf) to 60 psf. washington revised the tables that included in this interpretation have been calculated assuming a 60 psf live load., chapter 3 – design loads for residential buildings it should also be noted that the wind load factor of 1.5 in table 3.1 used for load and resistant factor design is consistent with traditional wind design.

The dead load on a floor is determined by the materials used in the floor's construction. a typical wood-frame floor covered with carpet or vinyl flooring has a dead load of about 8 pounds per square foot; if there's wall-board covered ceiling suspended from the underside of that floor, the dead load increases to about 10 pounds per square foot.


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