I'm interested to hear other engineers' experiences regarding use of conventional construction versus engineered designs for residences -- specifically in Florida.
My experience is as follows: have spent my career doing structural engineering in California (SF Bay area). Building departments...
Have read through previous threads regarding C&C vs. MWFRS forces.
Am designing connections for residential trusses in a 150 mph wind zone. Two-story, wood-framed residence. I don't typically design in high wind area, so am less familiar with the typical detailing.
According to my calcs...
