I called Simpson who directed me to an additional ER report (ER-265 for the curious). This report specifically states that the SET-XP epoxy can be used in fully grouted concrete masonry to resist earthquake loads. Further, the Simpson representative took it upon himself to speak directly with...
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
"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...
Thanks for all the help guys. It's nice to get some insight from everyone on something like this. 12ga was looking a little excessive for this project but that cut the parapet pressures by about 40%. Hope everyone had a good 4th.
Brett
I'm currently working on a project that consists of a PEMB as MFRS with our firm designing a brick and metal stud curtainwall system 17.33' tall. These studs are bypassing the PEMB system, being connected to a wind beam @ EL 15.17'. My question is in regards to both the design of the stud as...
a2mfk,
That sounds like exactly what we are looking at. Foundation movement was ruled out due to this only occurring on the top floor where the monoslope truss bears. It's good to have some consensus on the matter. Thanks to all for your input on this.
Brett Johnson
Guys,
-The nails are popping out of the drywall at the top of the wall
-It's a one year old structure
-The popping is in multiple units
-I'm not sure of the time of day
-It started earlier this year
-Occurs primarily at a partition wall where a mono-slope truss bears
I'm wondering if it can be...
I recently completed an inspection for a building owner whose primary complaint was nail popping in the walls. There is a wood truss type roof with 5/8" gyp board nailed directly to the bottom of the chords and wood framed walls with 1/2" gyp board. Nail patterns on the roof and walls are cooler...
