Question:
In Table 803.2.2 where the required sheathing thickness changes between the designated wind speeds, at what wind speed which falls between the 2 designated wind speeds does this change? As an example for wind speed 140 mph exposure B the sheathing thickness is 7/16 and wind speed 150 exposure B the sheathing thickness is 15/32. What sheathing thickness is required between the 140 mph exposure B and 150 mph exposure B? Can it be 7/16 or does it have to be 15/32?
Comment:
None
Existing Interpretations and/or Declaratory Statements Related to this request
Input Received:
Table R803.2.2 is a prescriptive table, and a registered design professional may calculate a different sheathing thickness considering all site conditions. If you are interpolating between wind speeds, a registered design professional should be consulted to determine the sheathing thickness's adequacy to resist the loads. If a registered design professional is not involved, and you are strictly using the table, the most stringent of the two thicknesses should be applied.
I agree and would refer to the allowances found in R301.1
I agree
I agree.
Answer:
Table R803.2.2 is a prescriptive table, and a registered design professional may calculate a different sheathing thickness considering all site conditions. If you are interpolating between wind speeds, a registered design professional should be consulted to determine the sheathing thickness's adequacy to resist the loads. If a registered design professional is not involved, and you are strictly using the table, the most stringent of the two thicknesses should be applied.