TopKnot
Structural
- Feb 9, 2009
- 35
I am looking at a few exterior deck failures in which ledgers have been inadequately attached to concrete or masonry walls. (These connections were horrible and not worth discussing here.) The wood requirements generally govern anchor spacing (i.e. 2-rows of 5/8" anchors at 16" o.c. or similar). I need to specify a concrete anchor for ledger attachment. I want to specify screw anchors (i.e. Titen HD or HILTI HUS-S). But the ICC literature says they are only approved for interior dry aplications. This seems to be the case on every mechanical anchor I've looked at. Are epoxy anchors the only anchors we can specify for exterior applications?
Another side of this argument is that since there are so many anchors required by the wood ledger, the actual bolt to concrete loads are very small (25% of design load). In my head, I divide by a safety factor of 5 to imagine in the worst case, I load these bolts to about 5% of the load it would likely take to pull them from the wall. Thoughts? Experiences? Anyone seen actual failures by exterior use mechanical anchors? Ever considered using them and specifying a sealant or epoxy just to keep water out of the hole?
Tony Krempin
TopKnot Engineering
Another side of this argument is that since there are so many anchors required by the wood ledger, the actual bolt to concrete loads are very small (25% of design load). In my head, I divide by a safety factor of 5 to imagine in the worst case, I load these bolts to about 5% of the load it would likely take to pull them from the wall. Thoughts? Experiences? Anyone seen actual failures by exterior use mechanical anchors? Ever considered using them and specifying a sealant or epoxy just to keep water out of the hole?
Tony Krempin
TopKnot Engineering