Corbel structure/ jutting out structure built on conformed profile I, variable height.
Steel coating A-36 according to norms ASTM.

The main parts, cantilever girder and pillar elaborated in scaffold pole and linked/bound by high resistance bolts (A325). Designed for winds of 140 mph.

Designed and calculated according to the ASCE 7-98 y FBC norms , 2002 USA edition.
Upper structure with hot galvanized tubes (ASTM A500 grade B).

Finish by galvanized hot immersion according to ASTM A 123.
Reinforced concrete foundation of 2´in diameter by 4´ in depth.