1 first story of two story or second story of three story.
Second story seisnmic corner bracing garage door.
Methods of bracing shall be as described in sections r602 10 2 and r602 10 4 1.
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1 inch 25 4 mm 1 foot 304 8 mm.
When the narrow sections of the wall on each side of the opening are not reinforced or braced the weakness is worse.
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The connection of the sheathing to the supporting members in these areas is most critical and often may be detailed with a higher density of connectors than other roof areas.
The large opening of a garage door and the weight of a second story room built over the garage can result in the walls being too weak to withstand earthquake shaking.
4 7 out of 5 stars 305 34 99 34.
Roof framing joins bearing walls or beams.
For example in some cases the code will call for a 4 foot sheathed section on both sides of a garage door opening or at the house corner or flanking an entry door interfering with the.
One board will be the height from the concrete floor to the top of the garage door and the other will run from the top of the floor brace to the l shaped mounting bracket.
Bracing amounts have been tabulated based on braced wall lines spaced apart by 35 up to a maximum 50 as permitted by the irc.
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0 one story or top of two or three story.
Braced wall panel r602 10 1 a braced wall panel is a section of a braced wall line that is braced with a code compliant bracing method e g let in brace a wood structural panel or.
The main vertical braces will be two 2 by 4 boards secured together to create a t shape.
Stories above braced wall line.
2 first story of three story.
The alternate braced wall panels described in section r602 10 3 2 shall also be permitted d.
Where supporting a roof or one story and a roof a method pfg braced wall panel constructed in accordance with figure r602 10 6 3 shall be permitted on either side of garage door openings.