Epoxy in Masonry (High-Seismic Area)
Epoxy in Masonry (High-Seismic Area)
(OP)
I am working on a project out in California that requires us to use an epoxy system in fully grouted masonry cells. The Simpson catalog states
Has anyone else had this problem (out of 50 projects in the SDC=D areas this is the first time it has been rejected)? What does everyone else spec for epoxy in masonry at a seismically active area?
"When SET-XP adhesive is used with all threaded rod or rebar, the system can be used in tension and seismic zones where there is a risk of cracks occurring that pass through the anchor location. It is also suitable for uncracked concrete conditions."
The Test Criteria includes Post-Installed Adhesive Anchors in Masonry Elements (AC58); however, the building official rejected the epoxy stating it is used for concrete applications only.Has anyone else had this problem (out of 50 projects in the SDC=D areas this is the first time it has been rejected)? What does everyone else spec for epoxy in masonry at a seismically active area?






RE: Epoxy in Masonry (High-Seismic Area)
Garth Dreger PE - AZ Phoenix area
As EOR's we should take the responsibility to design our structures to support the components we allow in our design per that industry standards.
RE: Epoxy in Masonry (High-Seismic Area)
RE: Epoxy in Masonry (High-Seismic Area)
Perhaps you should call your local Simpson rep and engage their expertise.
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: Epoxy in Masonry (High-Seismic Area)