Building with roof trusses directly connected to the foundation

Patent metadata

Field	Value
Publication number	US-10526780-B2
Application number	US-201213343429-A
Country	US
Kind code	B2
Filing date	Jan 4, 2012
Priority date	Jan 4, 2011
Publication date	Jan 7, 2020
Grant date	Jan 7, 2020

Abstract

The present invention provides a building comprising a foundation; a wall supported by the foundation; and trusses supported by the wall. A plurality of hold down assemblies connects at least some of the trusses directly to the foundation. Each hold down assembly comprises an anchor; a tie-rod connected to the anchor; a bearing plate operably associated with an end portion of an associated truss for transferring load to the tie-rod; and a fastener securing the tie-rod to the bearing plate, thereby tying the associated truss directly to the foundation.

First claim

We claim:

1. A building, comprising:
a) a foundation;
b) a wall supported by the foundation;
c) roof trusses supported by the wall, the roof trusses are disposed transversely to the wall, the roof trusses in cross-section have a vertical dimension from top to bottom greater than a horizontal dimension;
d) a plurality of hold down assemblies connecting at least some of the roof trusses directly to the foundation;
e) each hold down assembly comprising an anchor, a tie-rod connected to an anchor rod, a bearing plate operably associated with an end portion of an associated roof truss for transferring load to the tie-rod, and a fastener securing the tie-rod to the bearing plate, thereby tying the associated roof truss directly to the foundation;
f) the bearing plate is supported by a top surface of the end portion of the associated roof truss; and
g) the tie-rod extends in the wall transverse to the roof trusses through an opening in the end portion of the associated roof truss and through an opening in the bearing plate.

2. A building as in claim 1 , wherein each of the roof trusses includes a top chord and a bottom chord.

3. A building as in claim 2 , wherein an end portion of the top chord of the associated roof truss is attached to the tie-rod.

4. A building as in claim 3 , wherein:
a) the top chord is made of two members; and
b) the tie-rod extends between the two members.

5. A building as in claim 2 , wherein an end portion of the bottom chord of the associated roof truss is attached to the end portion of the tie-rod.

6. A building as in claim 1 , wherein the wall includes a ledger on which the roof trusses are supported.

7. A building as in claim 6 , wherein:
a) the wall includes a sheathing; and
b) the tie-rod extends between the ledger and the sheathing.

8. A building as in claim 6 , wherein the ledger is recessed into the wall.

9. A building as in claim 1 , wherein:
a) the wall includes a plurality of bridge members each supported by opposite blockings attached to the respective studs; and
b) each of the roof trusses is supported by the respective bridge member.

10. A building as in claim 9 , wherein each of the bridge members is selected from the group consisting of wood, solid metal and hollow metal.

11. A building as in claim 9 , wherein:
a) the wall includes a base plate; and
b) the blockings extend to the base plate.

12. A building as in claim 1 , wherein:
a) the wall includes a top plate; and
b) the roof trusses are supported on the top plate of the wall.

13. A building as in claim 1 , wherein the bearing plate is solid metal.

14. A building as in claim 1 , wherein the bearing plate is hollow metal.

15. A building as in claim 14 , wherein the expanding fastener includes a spring under compression disposed between the bearing plate and a nut.

16. A building as in claim 1 , wherein the fastener is an expanding fastener adapted to take up slack that develops in the tie-rod.

17. A building as in claim 1 , wherein the fastener includes a nut pressing directly against the bearing plate.

18. A building as in claim 1 , wherein:
a) floor trusses are disposed below the roof trusses; and
b) the tie-rod extends through end portions of an associated floor truss.

19. A building as in claim 1 , wherein the foundation is concrete.

20. A building as in claim 1 , and wherein:
a) each of the hold down assemblies includes a hanger having opposed side walls and a bottom wall;
b) the side walls are operably attached to an end portion of the associated roof truss; and
c) the bearing plate is supported by the bottom wall.

21. A building as in claim 20 , wherein:
a) the hanger includes a top wall attached to the side walls; and
b) the top wall is supported on a top surface of the end portion of the roof truss.

22. A building as in claim 20 , wherein the bearing plate is integrated into the bottom wall.

23. A building as in claim 1 , wherein the top surface is horizontal.

24. A building as in claim 1 , wherein the bearing plate is flat and lies on a single plane.

25. A building as in claim 1 , wherein the roof trusses include members forming triangles.

26. A building, comprising:
a) a foundation;
b) a wall supported by the foundation;
c) floor trusses supported by the wall, the floor trusses are disposed transversely to the wall, the floor trusses in cross-section have a vertical dimension from top to bottom greater than a horizontal dimension;
d) a plurality of hold down assemblies connecting at least some of the floor trusses directly to the foundation;
e) each hold down assembly comprising an anchor, a tie-rod connected to an anchor rod, a bearing plate operably associated with an end portion of an associated floor truss for transferring load to the tie-rod, and a fastener securing the tie-rod to the bearing plate, thereby tying the associated floor truss directly to the foundation;
f) the bearing plate is supported by a top surface of the end portion of the associated floor truss; and
g) the tie-rod extends in the wall transverse to the floor trusses through an opening in the end portion of the associated floor truss and through an opening in the bearing plate.

Assignees

• Espinosa Thomas M
• Masolini Anthony J
• Cetres Holdings Llc

Inventors

• Espinosa Thomas M
• Masolini Anthony J

Classifications

• E04B2001/3583

  using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure · CPC title

• E04B2001/2688

  self adjusting, e.g. for compensation of shrinkage · CPC title

• E04C3/292

  the materials being wood and metal · CPC title

• E04C3/16

  with apertured web, e.g. trusses (E04C3/17, E04C3/18 take precedence) · CPC title

• E04B1/26 Primary

  the supporting parts consisting of wood · CPC title