globe trekker
REGISTERED
- Joined
- Oct 19, 2009
- Messages
- 1,739
I have a "new" business that is proposing to install a retaining wall that is at
least 5.5 ft. in height ( varies from one end along the length ), ...reasonably
non-expansive soil, ...soil compressive strength at least 2,000 psi,
...Seismic Design area "B".
The GC of record has proposed to install " ...landscaping timbers, ...reinforced
concrete or decorative block", with no details or plans submitted.
In the IRC, Section R404.1.3, Note #2 requires a wall supporting more than
48 inches of unbalanced fill that does not have lateral support at the top
or bottom, to be designed by a [ competent ] RDP.
Is there a correlating section in the IBC? Does a 1 ft. height differential
require designed plans, ...2 ft., ...3 ft., etc.? Any information / guidance would
be greatly appreciated.
Thank ya'll!!
.
least 5.5 ft. in height ( varies from one end along the length ), ...reasonably
non-expansive soil, ...soil compressive strength at least 2,000 psi,
...Seismic Design area "B".
The GC of record has proposed to install " ...landscaping timbers, ...reinforced
concrete or decorative block", with no details or plans submitted.
In the IRC, Section R404.1.3, Note #2 requires a wall supporting more than
48 inches of unbalanced fill that does not have lateral support at the top
or bottom, to be designed by a [ competent ] RDP.
Is there a correlating section in the IBC? Does a 1 ft. height differential
require designed plans, ...2 ft., ...3 ft., etc.? Any information / guidance would
be greatly appreciated.
Thank ya'll!!

.