That's great Kalico. I tend to write in a criptic way for these responses. Actually, non-qualified connections can be used with an R value of 1 as per an administrative bulletin for San Diego County. It is not in FEMA 350.
I have a 3-story wood framed structure with offset shearwalls. Do I increase the lateral loads specific to the offset lines by 280% and then specify for unit shear values and holdowns? These values get to be very large by the time I get to the 1st floor. What happens if I'm offset vertically...
Which brings to mind another issue! I have received plan check comments from San Diego on a two story steel frame residence. Evidently the City has a memo that allows non-qualified connections if the R value equals 1.0 in calculating the shear for non-qualified connections. I guess the...