2 Hr Fire Rated Concrete Wall

A 2 hour rating can be achieved by a wall with an equivalent thickness of as little as 3 1 5 inches when expanded slag or pumice is used or 4 1 2 inches when siliceous gravel is used as the aggregate.

2 hr fire rated concrete wall.

C roof ceilings45 51 steel framed including steel bar joist framing. The ratings relate to fire tests designed to determine how quickly. Westbrook block is a proud producer of underwriters laboratories ul approved fire rated cmu in both light weight and normal weight densities in 2 3 and 4 hour configurations. These blocks while allowing for safe means of egress and fire rating should no longer be looked at as just normal grey cmu.

Single layer concrete walls floors and roofs. The equivalent thickness of different types of concrete masonry is provided in the following. Structural function or both. These wall assembly files are used for planning and estimation purposes for many ul wall types such as fire rated wall assemblies.

Fire resistance rating or fire rating is defined as the duration of time that an assembly roof floor beam wall or column can endure a standard fire as defined in astm e 119 3. Accepts no responsibility for proper application of the rated wall assembly above or responsibility for the construction of such assemblies. The fire resistance rating of the wall shall not exceed the lower of the two values. Fire endurance of structures figure 5 shows the effect of fire on the resistance of a simply supported reinforced concrete.

Concrete masonry is widely specified for fire walls and fire barriers because concrete masonry is noncombustible provides durable fire resistance and is economical to construct. The fire resistance rating of concrete masonry walls depends on the type of aggregate used in the units. Usg provides resources here for our ul wall assemblies for seamless integration into any construction project. Chapter 7 of the international building code ibc refs.

Hr hour ht height insul insulating or insulation int interior. For a wall having no finish on one side or different types or thicknesses of finish on each side the calculation procedures of sections 722 2 1 4 1 and 722 2 1 4 2 shall be performed twice assuming either side of the wall to be the fire exposed side. 2 3 governs materials and assemblies used for structural fire resistance and fire rated separation of. In the high rise hospital the columns might need a four hour rating whereas in the single story building exterior walls may need only a one hour rating.