The contractor has made me aware of cracking to a recently poured suspended composite slab. The slab is 5.5" total thickness over 3" composite deck, supported on load bearing walls at 10'-0" o.c.. Deck sheets span, minimum 2 spans. The hairline cracks are 2'-0" o.c. approximately, parallel to...
I am working on a project where the owner and contractor want to put a brick veneer on an existing metal building. The existing building is clad with 26 gauge reverse applied PBU panels over metal girts. The girt spacing is to large to allow direct attachment of the proposed brick ties to the...
