Foundation pier bracket system

1. A foundation pier bracket system, comprising:

a reinforcing sleeve; and

a bracket assembly, the bracket assembly comprising a shaft receiving portion and a seat portion,

wherein the shaft receiving portion defines an elongated hollow tubular member that is sized and shaped to receive a portion of the reinforcing sleeve within the elongated hollow tubular member, and

wherein the reinforcing sleeve includes a locking wedge that extends longitudinally along an outer surface of the reinforcing sleeve, and wherein the locking wedge tapers towards the outer surface of the reinforcing sleeve as the locking wedge extends towards a distal end of the reinforcing sleeve.

2. The foundation pier bracket system of claim 1 , wherein the seat portion includes a plurality of protruding members that protrude upwardly therefrom, and wherein the plurality of protruding members are arranged such that they restrain lateral movement of a beam along the seat portion in at least one axis.

3. The foundation pier bracket system of claim 1 , wherein the seat portion is planar.

4. The foundation pier bracket system of claim 3 , wherein the reinforcing sleeve extends longitudinally through the shaft receiving portion in a direction perpendicular to the plane of the seat portion.

5. The foundation pier bracket system of claim 1 , wherein the seat portion includes a plurality of protruding members that protrude upwardly therefrom, and wherein the plurality of protruding members are each triangular and are arranged such that a single point thereof points vertically upward from the seat portion.

6. The foundation pier bracket system of claim 1 , wherein the reinforcing sleeve includes a top flange located adjacent to a proximal end of the reinforcing sleeve.

7. The foundation pier bracket system of claim 1 , wherein the bracket assembly further comprises a jack support plate.

8. The foundation pier bracket system of claim 7 , wherein the jack support plate includes a plurality of bracket jack accommodation slots defined vertically therethrough.

9. The foundation pier bracket system of claim 1 , wherein the seat portion further includes a flange nut secured thereto and arranged such that a bolt threaded into the flange nut from below the seat portion can protrude through the seat portion and extend vertically above the seat portion.

10. The foundation pier bracket system of claim 1 , wherein the seat portion includes a plurality of protruding members that protrude upwardly therefrom, and wherein the plurality of protruding members are arranged in two rows with each row having two columns such that a beam can be restrained between the adjacent rows.

11. The foundation pier bracket system of claim 1 , further comprising a bracket jack engageable with the bracket assembly.

12. A method of providing support to a foundation of a building, the method comprising:

placing a bracket assembly such that a seat portion thereof will engage a footing of the building; and

inserting a reinforcing sleeve through a hollow tubular member of a receiving portion of the bracket assembly until a locking wedge defined on the reinforcing sleeve secures the reinforcing sleeve to the bracket assembly,

wherein the locking wedge extends longitudinally along an outer surface of the reinforcing sleeve, and wherein the locking wedge tapers towards the outer surface of the reinforcing sleeve as the locking wedge extends towards a distal end of the reinforcing sleeve.

13. The method of claim 12 , further comprising engaging a plurality of protruding members that protrude upwardly from the seat portion with a lower surface of the footing of the building.

14. The method of claim 12 , further comprising: engaging a support beam between adjacent rows of adjacent columns of protruding members that protrude upwardly from the seat portion.

15. The method of claim 14 , placing a pair of bracket assemblies on laterally-opposite sides of a structural defect in the building and supporting each of the opposing ends of the support beam with a respective one of the pair of bracket assemblies.

16. The method of claim 12 , further comprising threading a bolt upwardly through a flange nut secured to the seat portion from below the seat portion such that the bolt protrudes through the seat portion and extends vertically above the seat portion.

17. The method of claim 12 , further comprising engaging a bracket jack with a plurality of bracket jack accommodation slots defined through a jack support plate of the bracket assembly.

18. The method of claim 12 , further comprising advancing a plurality of pier sections into the ground to raise a portion of the building via the bracket assembly engaged with the footing of the building.

19. A foundation pier bracket system, comprising:

a reinforcing sleeve, comprising a locking wedge that extends longitudinally along an outer surface of the reinforcing sleeve, wherein the locking wedge tapers towards the outer surface of the reinforcing sleeve as the locking wedge extends towards a distal end of the reinforcing sleeve; and

a bracket assembly, the bracket assembly comprising a shaft receiving portion and a seat portion,

wherein the shaft receiving portion defines an elongated hollow tubular member that is sized and shaped to receive a portion of the reinforcing sleeve within the elongated hollow tubular member,

wherein the seat portion includes a plurality of protruding members that protrude upwardly therefrom, the plurality of protruding members being arranged in two rows with each row having two columns such that a beam can be restrained between the adjacent rows, and

wherein each of the plurality of protruding members are offset inwards from a lateral perimeter edge of the seat portion.

20. The foundation pier bracket system of claim 19 , wherein the bracket assembly further comprises a jack support plate that is oriented parallel to the seat portion.