The ratings relate to fire tests designed to determine how quickly fire can raise the temperature to unacceptable levels.
Podium slab floor ceiling assembly.
Deck finish shall be galvanized 2.
Podium slabs are special type of floor system that transfers loads from a steel or wood frame structure above the slab to walls and columns below.
D925 unres nwc all.
Na lwc fluted cellular ul d925.
N708 unres all.
Used to transfer floor loads to the support posts pillars and walls below.
Elements of buildings the fire resistance rating classifies the ability of an assembly to confine and isolate fire within a zone comprised of fire resistance rated walls ceiling and floor assemblies.
D925 unres lwc z106hy.
D925 unres lwc all.
Concrete thickness is thickness of slab above deck in.
Our range of drawings can help pros plan projects more effectively by utilizing designs for a fire rated ceiling assembly.
Unprotected future floor ceiling nwc fluted cellular ul d925.
Mifab offers a number of podium drain solutions for different types of applications.
Fire resistance directory for the necessary construction details.
Usually these slabs are situated above parking levels and as such require higher fire ratings and reduced sound transmission.
The issue is that the lobby and pool room are outside of the 5 story footprint.
D925 unres nwc mk6gf.
Refer to the u l.
Floor ceiling assemblies with composite deck.
Here you can find drawings for our ul fire rated floor assemblies and ul fire rated ceiling assemblies.
Na beam unprotected floor substitution cellular.
It will be a 5 store building with the first floor constructed using metal stud framing steel column and beam structure with a hollow core concrete slab floor ceiling assembly with 4 stories wood framing structure above this podium.
D925 unres nwc z106hy.
In multifamily residential structures a concrete podium slab typically acts as both a structural floor and as a transfer slab for wood and light gauge steel framed construction above.
Transfer slab beam constructed out of concrete and steel reinforcements with a slab of concrete.
Load bearing elements such as walls and columns of superstructure above the podium slab may not align with substructure load bearing elements below.