Your premier resource for building code knowledge.
This forum remains free to the public thanks to the generous support of our Sawhorse Members and Corporate Sponsors. Their contributions help keep this community thriving and accessible.
Want enhanced access to expert discussions and exclusive features? Learn more about the benefits here.
Ready to upgrade? Log in and upgrade now.
Ok, so would you then wrap in just around the corner or to a point 12 inches or one tread depth from the bottom and top riser? Kinda ignore the extra 12 inch horizontal accessibility requirement on that side at the bottom.brudgers said:I would wrap an existing condition in a manner similar to that used at intermediate landings.
I don't believe I suggested ignoring anything.rktect 1 said:Ok, so would you then wrap in just around the corner or to a point 12 inches or one tread depth from the bottom and top riser? Kinda ignore the extra 12 inch horizontal accessibility requirement on that side at the bottom.
2004 ADAAG is not a current code, it is a proposed one.Paul Sweet said:Extensions are required at top and bottom, unless such extensions would be hazardous due to plan configuration. Current codes (IBC, ANSI A117.1 & 2004 ADAAG) only require the bottom extension to continue at a slope for the width of a tread. However, you could still be sued under ADA (which officially still uses the original 1991 ADAAG) for not having the horizontal extension.
The top extension should continue straight, in line with the direction of travel to the stairs, but some building officials will allow it to be turned back to the left where the guard turns.