leothebuilder
Member
I have a wall projection (awning) that is supported on columns.
The columns and roof projection are within 5 feet from the property line but comply with the required setback per 2012 IBC table 705.2
The support columns and the awning (wall projection) are 1 hour fire rated as required.
The Local Authority considers columns as a wall with (large) openings and thus the columns are restricted to having a certain percentage of allowable openings.
The code does have a definition of a wall, and clearly this definition does not apply to a column. Unfortunately the code does not include a definition of a column, however doing several google searches for the definition of a column it is clear that they differ from a wall.
Code section 704.10 Exterior structural members mentions that structural members located on the outside of a building are required to be fire rated per table 602 for exterior walls based on the fire separation distance.
I believe this section applies to columns close to a lot line, not an interpretation of "wall with openings".
I had a similar situation a few years back with another Local Jurisdiction who offered the exact same interpretation. At the time it was easier to comply with this interpretation than to argue the validity. Now with this repeating itself I would appreciate any input and advise.
The columns and roof projection are within 5 feet from the property line but comply with the required setback per 2012 IBC table 705.2
The support columns and the awning (wall projection) are 1 hour fire rated as required.
The Local Authority considers columns as a wall with (large) openings and thus the columns are restricted to having a certain percentage of allowable openings.
The code does have a definition of a wall, and clearly this definition does not apply to a column. Unfortunately the code does not include a definition of a column, however doing several google searches for the definition of a column it is clear that they differ from a wall.
Code section 704.10 Exterior structural members mentions that structural members located on the outside of a building are required to be fire rated per table 602 for exterior walls based on the fire separation distance.
I believe this section applies to columns close to a lot line, not an interpretation of "wall with openings".
I had a similar situation a few years back with another Local Jurisdiction who offered the exact same interpretation. At the time it was easier to comply with this interpretation than to argue the validity. Now with this repeating itself I would appreciate any input and advise.