jdgengineer
Structural
- Dec 1, 2011
- 748
We have a potential project where someone is looking to add thin stone veneer over existing stucco on a wood framed single-family residence. The stone veneer is in limited areas around the exterior. Our main effort would be to determine if the additional weight of the stone veneer triggers mandatory seismic upgrades by increasing the DCR ratios by more than 10% for the lateral system. The existing studs are 2x6, but we would also confirm that they meet the L/360 maximum deflections for seismic and wind loading. While we have worked on several projects with the installation of thin veneer we don't typically get into the specifics of the installation of the stone and leave that to the architectural specifications and prescriptive installation requirements of ACI 530.
Questions I have:
1) Can stucco that is approximately 20 years old adequately serve as the scratch coat for the mortar attachment for a thick set attachment?
2) Assuming #1 is yes, we have architectural and structural drawings for the original installation, but I'm not sure how everything was truly installed. For instance metal lath installation / anchorage, etc. Would some destructive verification be warranted?
3) What else do I need to be considering?
Questions I have:
1) Can stucco that is approximately 20 years old adequately serve as the scratch coat for the mortar attachment for a thick set attachment?
2) Assuming #1 is yes, we have architectural and structural drawings for the original installation, but I'm not sure how everything was truly installed. For instance metal lath installation / anchorage, etc. Would some destructive verification be warranted?
3) What else do I need to be considering?