Anchor pier for manufactured building

1. An anchor pier for supporting a manufactured building while resisting longitudinal wind force loading on the manufactured building, comprising:

a shaft having a connector at a first end and a driving tip at an opposing end with at least one helical flight positioned proximate the driving tip for driving through a surface of ground vertically beneath an elongated longitudinally extending support I-beam of the manufactured building to position the connector proximate the surface, for interaction of the shaft and the helical flight with the ground to communicate vertical loading between the building and the ground, the I-beam having opposing upper and lower flanges;

a secondary support member that comprises an L-shaped plate having a first leg that seats against the connector and a second planar leg that seats against the shaft during installation of the shaft and the helical flight in the ground for positioning the first leg in contact with a surface of the ground and the second leg received within the ground;

a pair of brace members for attaching at a respective first end to the connector, the first end defining an opening therethrough, the brace members extending in opposing directions and parallel to a longitudinal axis of the support I-beam;

a pair of beam connectors for disposing in spaced-apart relation on opposing sides of the connector and engaging respective portions of the lower flange of the longitudinally extending support I-beam of the manufactured building, the brace members pivoted upwardly and attached at a respective opposing second end to a respective one of the beam connectors, for vertically supporting the manufactured building relative to the ground and resisting longitudinal wind force loading on the manufactured building;

and each beam connector comprises:

a U-shaped member with a base and two opposed upstanding side walls, each side wall defining an opening aligned with the opening in the opposing side wall; and

a fastener extending through the aligned openings of the side walls and the brace members disposed in side-by-side relation for attaching the first ends of the brace members to the connector,

whereby longitudinal wind force loading on the manufactured building transfers through the brace members and the connector to the shaft and the helical flight driven into the ground below the manufactured building.

2. The anchor pier as recited in claim 1 , further comprising a thermally insulative member disposed adjacent the connector, whereby the connector and the thermally insulative member define in situ a proximate thermally isolated ground column thereunder and the thermally insulative member restricts communication of heat from the proximate thermally isolated ground column for resisting frost heaving.

3. The anchor pier as recited in claim 2 , wherein the thermally insulative member is defined by a planar sheet of an insulating material.

4. The anchor pier as recited in claim 2 , wherein the thermally insulative member is defined by a spray insulating foam.

5. The anchor pier as recited in claim 1 , wherein each of the brace members comprise a pair of tubular members that telescope together to a selected length for being fixed together and disposed between the connector and the support I-beam of the manufactured building.

6. A method of supporting a manufactured building for resisting longitudinal wind forces thereon, comprising the steps of:

(a) positioning a secondary support member relative to a connector at a first end of a shaft of an anchor having a driving tip at an opposing end of the shaft with a helical flight positioned proximate the driving tip, the secondary support member comprising an L-shaped plate with a first leg of the L-shaped plate seating against the connector and a second planar leg of the L-shaped plate placed against the shaft, and the connector comprising a U-shaped member having a base and opposing side walls that define aligned openings therein;

(b) driving the shaft of the anchor into a ground surface vertically beneath a longitudinally extending support I-beam of the manufactured building, the I-beam having opposing upper and lower flanges, thereby moving the first leg into contact with the surface of the ground and the second leg received in the ground;

(c) attaching with a fastener a respective first end of a pair of brace members disposed in side-by-side relation to the connector, the brace members each defining an opening through the first end for alignment with the openings in the opposing side walls, the brace members extending longitudinally in opposing directions parallel to a longitudinal axis of the support I-beam;

(d) attaching a pair of beam connectors in spaced-apart relation on opposing sides of the connector to respective portions of the lower flange of the longitudinally extending support I- beam of the manufactured building;

(e) upon pivoting the brace members upwardly relative to the connector, attaching a respective second end of the brace members to a respective one of the pair of beam connectors,

whereby the brace members transfer longitudinal wind loading on the manufactured building through the anchor to the ground below the manufactured building.

7. The method as recited in claim 6 , wherein step (e) attaching the respective second ends of the brace members to the respective one of the pair of the beam connectors comprises inserting the second end of the respective brace member into a receiving member of the respective one of the pair of the beam connectors.

8. The method as recited in claim 6 , further comprising the step of disposing a thermally insulative member on the shaft adjacent the connector, whereby the thermally insulative member defines in situ a proximate thermally isolated ground column thereunder, which thermally insulative member restricts communication of heat from the proximate thermally isolated ground column for resisting frost heaving.

9. The method as recited in claim 6 , wherein each of the brace members comprises a pair of elongated members and further comprising the step of telescopingly joining the pair of elongated members to a selected fixed length for extending between the connector and the respective one of the beam connectors.

10. The method as recited in claim 6 , wherein the shaft is sized so that the helical member is disposed below a frost line of the ground below the manufactured building.