Braced wall lines are basic elements in conventional light frame construction and shall consist of braced wall panels.
Nc braced wall panels shall begin no more than.
Bracing materials and methods specified under par.
Braced wall panels shall be full height wall sections sheathed with the materials listed in section r602 12 1 and complying with the following.
Either 1 a minimum 24 wide panel is applied to each side of the building corner and the two 24 panels at the corner are attached to framing in accordance with.
The distance between adjacent edges of braced wall panels along a braced wall line shall be no greater than 20 feet 6096 mm as shown in figure r602 10 2 2.
The maximum height and minimum width of each panel shall be in accordance with table r602 10 6.
Where the end of a required braced wall panel extends more than 1 foot over an opening in the wall below the structure shall be considered to be irregular.
R602 10 2 2 locations of braced wall panels.
A minimum 2 foot long 610 mm full height wood structural panel is.
I read ibc 2012 2308 12 6 irregular structures 3.
20 feet r602 10 2 2 where located in seismic design category d a brace wall line of 18 feet shall have no less than braced wall panels.
Bracing amounts shall comply with table 21 25 h for the.
R602 10 6 1 alternate braced wall panels.
A braced wall panel shall begin within 10 feet 3810 mm from each end of a braced wall line as determined in section r602 10 1 1.
Than 12 5 feet from each end of a braced wall line per figures 21 25 a and 21 25 b and shall be.
Braced wall panels shall begin no more.
See attachment in link the design of the lower level braced wall compose of three 20 cs pf panels.
Alternate braced wall lines constructed in accordance with one of the following provisions shall be permitted to replace each 4 feet 1219 mm of bracedwall panel as required by section r602 10 4.
Located every 25 feet on center.
The first braced wall panel shall be permitted to begin 12 feet 6 inches 3810 mm from each end of the braced wall line in seismic design categories a b and c and 8 feet in seismic design categories d 0 d 1 and d 2 provided one of the following is satisfied.
These panels shall begin no more than 10 feet from each end of a braced wall line and the distance between adjacent edges of braced wall panels shall be no greater than 20 feet figure r602 10 2 2.
For the intermittent braced wall method wsp.
The braced wall panel shall be permitted to begin no more than 8 ft from each end of the braced wall line provided the following occurs.