fm2000
Structural
- Jul 26, 2012
- 1
First Post! Thanks for any reply's!
Structure:
~ single-wythe 12" ACMU to 20' w/ 8" ACMU parapet to 24'. (ACMU ~ being split face block) 12" are load bearing walls, 75% of which are shear walls, top 6 feet or so, including parapet is grouted solid.
~Bond beam at top of 12" cmu and 8" cmu parapet.
Architect is requesting thru-wall flashing, within the 12" ACMU at RHC locations (grouted solid), thus a 4" ACMU with an 8" CMU on the inside. Some of which is within the bond beam.
Architect is requesting thru-wall flashing, within the 8" ACMU parapet (grouted solid), thus a 6" ACMU and a 2" Soap on the inside. This flashing is in some cases is 1 course below the parapet cap flashing!
Am I crazy for being opposed to this? In a solid filled wall, I have never have thru-wall flashing detailed. I know NCMA recommends against this.
Any thoughts?
Structure:
~ single-wythe 12" ACMU to 20' w/ 8" ACMU parapet to 24'. (ACMU ~ being split face block) 12" are load bearing walls, 75% of which are shear walls, top 6 feet or so, including parapet is grouted solid.
~Bond beam at top of 12" cmu and 8" cmu parapet.
Architect is requesting thru-wall flashing, within the 12" ACMU at RHC locations (grouted solid), thus a 4" ACMU with an 8" CMU on the inside. Some of which is within the bond beam.
Architect is requesting thru-wall flashing, within the 8" ACMU parapet (grouted solid), thus a 6" ACMU and a 2" Soap on the inside. This flashing is in some cases is 1 course below the parapet cap flashing!
Am I crazy for being opposed to this? In a solid filled wall, I have never have thru-wall flashing detailed. I know NCMA recommends against this.
Any thoughts?