Double-duty, hold-down system

Abstract

A method for securing a building to a foundation provides hold-down units that perform double-duty by acting as a compressive load on a floor immediately therebelow due to the force of a seat or base portion thereof. Meanwhile, a flange portion of each hold-down device extends upward to fasten to the upright members in an upper floor applying tension thereto. Thus, an anchoring rod extending through multiple floors of the shear walls may reduce the number of total hold-down devices by an amount approaching half that otherwise required. Likewise, the number of more expensive, automatic, take-up devices used is reduced by approximately half.

1 . A method of securing a multi-story building to a foundation, the method comprising:
 providing a foundation;   providing an anchor secured to and extending upward from the foundation;   providing a first wall supported by the foundation and having a first upright extending thereabove and away therefrom;   providing a second wall positioned above the first wall and bearing thereon, the second wall comprising a sill member extending horizontally and a second upright extending vertically therefrom;   providing a bearing member;   providing a flange;   securing the flange to vertically restrain the second upright;   restraining the flange vertically by the bearing member;   positioning the anchor to engage the bearing member;   restraining the bearing member vertically by securing a first retainer with respect to the anchor;   vertically restraining the first upright by the bearing member securing the sill member; and   vertically restraining the second upright by the bearing member engaging the flange.   
     
     
         2 . The method of  claim 1 , wherein the first wall extends above the bearing member and the first retainer. 
     
     
         3 . The method of  claim 1 , wherein the first retainer is positioned within the second wall and above the first wall, the first retainer restraining vertically the second wall extending thereabove and the first wall therebelow. 
     
     
         4 . The method of  claim 1 , wherein the bearing member is positioned above the sill member, restraining vertically the sill member with respect to the anchor extending thereabove. 
     
     
         5 . The method of  claim 1 , further comprising holding down the second wall by the bearing member securing the flange and the flange being loaded in tension while applying vertical force to the second wall by way of the second upright. 
     
     
         6 . The method of  claim 1 , further comprising holding down the first wall by the bearing member applying a compressive force through the sill member against the first upright. 
     
     
         7 . The method of  claim 1 , further comprising another first upright and another second upright, the bearing member tensioning the flange to apply a vertical force on the second uprights and compressing the sill to apply a vertical force on the first uprights. 
     
     
         8 . The method of  claim 1 , wherein the anchor penetrates the bearing member. 
     
     
         9 . The method of  claim 1 , wherein providing a flange further comprises providing a penetration in the flange receiving the anchor therethrough. 
     
     
         10 . The method of  claim 1 , wherein the first retainer is positioned along the anchor at a location above the bearing member. 
     
     
         11 . The method of  claim 1 , wherein the first retainer sustains a load path securing the first wall to the foundation, the load path passing from the foundation to the anchor, to the first retainer, to the bearing member, to the sill member, and into the first upright. 
     
     
         12 . The method of  claim 1 , wherein the first retainer sustains a load path securing the second wall with respect to the foundation, the load path passing from foundation, through the anchor, through the first retainer, through the bearing member, through the flange, and into the second upright. 
     
     
         13 . The method of  claim 1 , further comprising providing a take-up device between the retainer and the bearing member by providing a base and slide fitted together and connected to a biasing element urging relative motion therebetween to effect at least axial relative movement therebetween and taking up slack developing between the retainer and the bearing member. 
     
     
         14 . A method of anchoring walls in multiple stories of a building by a single retainer, the method comprising:
 providing a foundation;   providing an anchor secured to the foundation;   providing a first wall supported by the foundation;   providing a second wall supported by the first wall;   securing the second wall to the foundation by a hold-down securing the second wall to the anchor; and   securing the first wall to the foundation by the second wall securing the first wall below the second wall.   
     
     
         15 . The method of  claim 14 , wherein the hold-down is located inside the second wall. 
     
     
         16 . The method of  claim 15 , wherein the first wall comprises first uprights, the second wall comprises second uprights, the hold-down secures to the second uprights, and the second uprights transfer loading to the first uprights. 
     
     
         17 . The method of  claim 16 , further comprising creating a load path from the foundation passing sequentially to the anchor, to a retainer secured to the anchor, to the hold-down secured by the retainer, to the second uprights, to the sill, and into the first uprights. 
     
     
         18 . The method of  claim 17 , further comprising holding symmetrically by the hold-down at least two of the second uprights, loaded substantially equally. 
     
     
         19 . A method comprising:
 providing a foundation;   providing an anchor secured to the foundation;   providing a first wall supported by the foundation and having a first upright extending thereabove and away therefrom;   providing a second wall positioned above the first wall and bearing thereon, the second wall comprising a sill member extending horizontally and a second upright extending vertically therefrom;   providing a bearing member;   securing the bearing member to vertically restrain the second upright with respect to the anchor;   restraining the bearing member vertically with respect to the anchor;   restraining the first upright vertically by compressive forces applied thereon by the second upright;   positioning a first retainer within the second wall restraining vertically the second wall;   positioning the bearing member above the sill member, restraining vertically the sill member;   holding down the second wall by the bearing member securing a flange loaded in tension to apply vertical force to the second upright;   holding down the first wall by compressive force from the second wall to the first upright;   providing a load path passing from the foundation to the anchor, to the first retainer, to the bearing member, to the sill member, and into the first upright; and   providing a load path passing from the foundation, through the anchor, through the first retainer, through the bearing member, through the flange, and into the second upright.   
     
     
         20 . The method of  claim 19 , further comprising providing a take-up device between the retainer and the bearing member by providing a base and slide fitted together and connected to a biasing element urging relative motion therebetween to effect at least axial relative movement therebetween taking up slack developing between the retainer and the bearing member.