Using deflection as a criterion for beam design is not to be condoned.
The beam MUST be designed with an allowable BENDING stress in the top and bottom flange of the beam.
Once this stress is at an acceptable level can the design be checked for deflection and, if too large, the beam be made stronger TO REDUCE THE DEFLECTION.
Starting with deflection one has no idea what the bending stress is and whether it has exceeded the allowable limit.
Since I generally do not design in wood..... if someone will supply the info on type and grade of lumber, and allowable bending stress (from a building code, perhaps) I would let you know the load capacity.
Wolfgang