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...
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...
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...
