Hurricane resistant precast concrete homes

An assembly, comprising:

• two or more modules coupled to each other, wherein each of the two or more modules comprise:
• a platform, wherein the platform comprises:
• a skin;
• a perimeter;
• and
• a plurality of ribs, wherein the ribs are disposed under the skin of the platform and surrounded by the perimeter of the platform;
• three or more columns, wherein each of the three or more columns are coupled to the platform;
• and
• a reinforcement assembly to couple each of the three or more columns to the platform, comprising:
• a sleeve placed within a channel in each of the three or more column and the platform,
• a reinforcement member placed within the sleeve;
• and
• a filling, wherein the filling is configured to fill the channel and the sleeve and surround the reinforcement member or order to couple each of the three or more columns to the platform.

A module, comprising:

• two inverted T beams running parallel to each other, each of the two inverted T beams comprising;
• a central portion;
• and
• two side portions flanking the central portion, wherein the central portion is thicker than the two side portions to define a ridge on either side of the two inverted T beams, wherein the two side portions extend beyond the central portion to define a cavity on either end of the two inverted T beams;
• two rectangular beams running parallel to each other and intersecting the two inverted T beams, each of the two rectangular beams comprising:
• notches in at least two corners of each of the two rectangular beams;
• and
• one or more rods extending into each of the notches;
• four columns configured to vertically support the two inverted T beams and the two rectangular beams, wherein the cavity of each of the two inverted T beams partially surrounds the four columns, the four columns each comprising:
• one or more corbels to support the two inverted T beams and the two rectangular beams;
• one or more dowel bars extending out of the one or more corbels, wherein the dowel bars are inserted into dowel holes in the two inverted T beams and the two rectangular beams;
• and
• one or more rod sleeves to receive the one or more rods from the two rectangular beams;
• a binding material filling the notches of the two rectangular beams, the cavity of each of the two inverted T beams, and the one or more rod sleeves of the four columns;
• a slab, wherein the slab rests on the ridge 410 of the two inverted T beams and is bounded by the central portion of the two inverted T beams and the two rectangular beams;
• and
• a concrete topping over the slab.