Tornado proof housing

1. A method of constructing a tornado resistant/proof dwelling structure, the method comprising the steps of:

pouring a concrete slab;

erecting a series of interconnected reinforced concrete boxes upon the concrete slab, each having sidewalls, an initially open top, and a bottom which is enclosed by the concrete slab;

installing a reinforced concrete ceiling which covers and encloses the top of the interconnected concrete boxes to form an internal reinforced concrete central core layout for the dwelling structure;

wherein said installing reinforced concrete ceiling produces a structural concrete slab roof over the interconnected boxes, whereby the interconnected concrete boxes no longer consist of walls alone but become an interconnected structural shape of greater strength than concrete walls alone would provide;

wherein the internal reinforced concrete central core layout has internal walls and external walls both of which are all constructed from insulated concrete forms which have been filled with concrete and reinforcing rebar, the insulated concrete forms comprising a self-interlocking block system that is mortarless with each block in the system being connected to a similar spaced apart block by a plurality of plastic ties, thereby creating a void space which will ultimately be filled with concrete, a series of the blocks being interlocked end to end to form a first course of blocks of a desired wall length, wherein once a single layer of blocks is installed, horizontal reinforcing steel bars are secured together in the ties of the blocks, after which a second course of blocks are placed on top of the first course of blocks as the wall is built;

wherein the insulated concrete form blocks are left in place after the concrete is poured to provide added insulation to the dwelling structure; and

erecting an external facade about the external walls of the internal reinforced concrete central core layout, thereby forming a dwelling structure exterior which mimics an exterior appearance of a typical subdivision home.

2. The method of claim 1 , wherein the external walls of the internal reinforced concrete central core of the dwelling structure are designed to withstand 250 mph winds.

3. The method of claim 2 , wherein the external walls of the internal reinforced concrete central core of the dwelling structure are a minimum of 6 inch thick concrete.

4. The method of claim 3 , wherein the reinforced concrete ceiling of the internal reinforced concrete central core of the dwelling structure is a minimum of 6 inch thick concrete.

5. A method of constructing a tornado resistant/proof dwelling structure, the method comprising the steps of:

pouring a concrete slab;

erecting a series of interconnected reinforced concrete boxes upon the concrete slab, each having sidewalls, an initially open top, and a bottom which is enclosed by the concrete slab;

installing a reinforced concrete ceiling which covers and encloses the top of the interconnected concrete boxes to form an internal reinforced concrete central core layout for the dwelling structure;

wherein the installation of the reinforced concrete ceiling produces a structural concrete slab roof over the interconnected boxes, whereby the interconnected concrete boxes no longer consist of walls alone but become an interconnected structural shape of greater strength than concrete walls alone would provide;

wherein the reinforced concrete ceiling is reinforced with horizontally arranged rebar rods, the reinforced concrete ceiling being supported above vertical upright concrete columns which contain vertical rebar rods which are bent at an outer extent thereof to a horizontal position, the bent outer extents within the concrete of the ceiling, further reinforcing and strengthening the concrete ceiling;

wherein the internal reinforced concrete central core layout has internal walls and external walls both of which are all constructed from insulated concrete forms made of expanded polystyrene foam which have been filled with concrete and reinforcing rebar, the insulated concrete forms comprising a self-interlocking block system that is mortarless with each block in the system being connected to a similar spaced apart block by a plurality of injection molded plastic ties made from polypropylene regrind resin, thereby creating a void space which will ultimately be filled with concrete, a series of the blocks being interlocked end to end with pegs on one block being received into mating receptacles on a next adjacent block to form a first course of blocks of a desired wall length, wherein once a single layer of blocks is installed, horizontal reinforcing steel bars are secured together in the ties of the blocks, after which a second course of blocks are placed on top of the first course of blocks as the wall is built;

wherein the external walls of the internal reinforced concrete central core of the dwelling structure are a minimum of 6 inch thick concrete;

wherein the reinforced concrete ceiling of the internal reinforced concrete central core of the dwelling structure is a minimum of 6 inch thick concrete;

wherein the external walls of the internal reinforced concrete central core of the dwelling structure are designed to withstand 250 mph winds;

wherein the insulated concrete form blocks are left in place after the concrete is poured to provide added insulation to the dwelling structure; and

wherein an external facade is erected about the external walls of the internal reinforced concrete central core layout, thereby forming a dwelling structure exterior which mimics an exterior appearance of a typical subdivision home.