I personally use a rule of 2 feet over the intended dimensional lumber used. That means, for a 2x10 joist, I would span 12 feet without noticeable deflection (bounce) regardless of what specification loads say.
The engineered I-joist are now the most popular for a solid floor system and can span much further than conventional KD lumber.
2x12's are no help because they won't fit over the plates and headers unless you notch the ends and then they are no longer 2x12's.
Instead, if possible, add 2x10's so that you have 12" o/c instead of 16". If wiring and plumbing prohibit this, then try to double up as many joist as you can and use 3-5/8" ledger lock screws to secure them together instead of nailing.
Alternative is to add an additional support underneath.. good luck. |