The 2-by blocking used to reinforce this cantilevered I-joist has been split by the lag screw connecting a PT deck ledger to an engineered rim joist. Under substantial load, the split blocking will tear off the bottom flange of the I-joist and cause the remaining I-joist section to fail.
Frank Woeste The 2-by blocking used to reinforce this cantilevered I-joist has been split by the lag screw connecting a PT deck ledger to an engineered rim joist. Under substantial load, the split blocking will tear off the bottom flange of the I-joist and cause the remaining I-joist section to fail.

A.Frank Woeste, P.E., professor emeritus in the Department of Biological Systems Engineering at Virginia Tech University, Blacksburg, responds: While most I-joist companies publish fastener schedules and details for attaching deck ledgers to code-approved engineered rim boards, these details assume that the I-joists and rim boards are continuously supported and bear directly on a sill plate. But to my knowledge, no I-joist manufacturer has a detail for connecting a deck to an I-joist cantilever, for two main reasons. First, design loads from both the entire structure and the deck that loads the cantilever have to be accounted for when specifying I-joists and calculating their load-bearing capacity at the foundation wall. But since it’s impossible to publish design tables and other design rules without knowing actual deck loads, I-joist industry literature is based on the assumption that decks (and other structures) are not connected to cantilevers. Second, nail and screw connections into the end grain of I-joist flanges don’t provide adequate strength in this critical application.

Whenever floor framing projects beyond the sill, deck loads that would otherwise be carried by the supported rim joist and sill plate are carried instead by the fasteners that connect the rim joist to the ends of the cantilevered I-joists. Hence the loads are strictly limited by those fasteners’ capacity. As the photo at left shows, even when...

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