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.
Second story seisnmic corner bracing garage door.
4 7 out of 5 stars 305 34 99 34.
Stories above braced wall line.
The alternate braced wall panels described in section r602 10 3 2 shall also be permitted d.
Method pfg portal frame at garage door openings in seismic design categories a b and c.
Roof framing joins bearing walls or beams.
1 first story of two story or second story of three story.
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.
The main vertical braces will be two 2 by 4 boards secured together to create a t shape.
When the narrow sections of the wall on each side of the opening are not reinforced or braced the weakness is worse.
Methods of bracing shall be as described in sections r602 10 2 and r602 10 4 1.
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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.
1 inch 25 4 mm 1 foot 304 8 mm.
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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.
0 one story or top of two or three story.
Bracing amounts have been tabulated based on braced wall lines spaced apart by 35 up to a maximum 50 as permitted by the irc.
Areas include the high pressure eave and corner zones porch and roof overhangs gable ends and where.
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2 first story of three story.