Post at edge of footing

[struct_eeyore]

Per attached section - I've got a post that's bearing down with the edge flush with a cold joint between existing and add-on footing. All of Simpsons post bases call for a minimum of 2" of clearance, and I don't think they would extend their warranty in the given situation. To make matters worse, I've got a hefty uplift of 3-4k on this post. Curious if anyone might have a suggestion for a straightforward solution. Currently thinking a custom embed plate that sits more concentric with the footing, and cantilevers to pick up the post in an uplift condition.

 

[fp23]

Assuming that you aren't having bearing or frost protection issues with that detail. One idea is you could do a steel embed plate and then weld a knife plate to it with thrubolts into into the post? Or you could drill epoxy anchors through the post and into the foundation wall.

 

[Harbringer80]

Use a holdown (HDU) with Simpson SSTB with the anchor bolt offset toward the center of footing.

 

[JAE]

What fp23 suggests - I would simply design a custom base plate, offset from the column, to get the anchorage well into the new footing.

 

[struct_eeyore]

Harbringer - I really like the concept, but with the posts being discretely located, I don't have much faith that the contractor will place these anchors accurately.