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// CODE SNIPPET
R602.10.7 Ends of Braced Wall Lines With Continuous Sheathing
Residential Code 2015 of Utah
>
6 Wall Construction
>
R602 Wood Wall Framing
>
R602.10 Wall Bracing
>
R602.10.7 Ends of Braced Wall Lines With Continuous Sheathing
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Each end of a
braced wall line
with continuous sheathing shall have one of the conditions shown in Figure R602.10.7.
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.45 N.
FIGURE R602.10.7 END CONDITIONS FOR
BRACED WALL LINES
WITH CONTINUOUS SHEATHING E
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Related Code Sections
R602.10.7 Wall Construction, Ends of Braced Wall Lines With Continuous Sheathing
= 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.45 N. FIGURE R602.10.7
END
CONDITIONS FOR
BRACED
WALL
LINES
WITH
CONTINUOUS
SHEATHING
E ...
Residential Code 2015 of Utah
>
6 Wall Construction
>
R602 Wood Wall Framing
>
R602.10 Wall Bracing
>
R602.10.7 Ends of Braced Wall Lines With Continuous Sheathing
2308.6.5.2 Wood, Portal Frame With Hold-Downs (PFH)
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Building Code 2015 of Utah
>
23 Wood
>
2308 Conventional Light-Frame Construction
>
2308.6 Wall Bracing
>
2308.6.5 Alternative Bracing
>
2308.6.5.2 Portal Frame With Hold-Downs (PFH)
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Building Code 2018 of Utah
>
23 Wood
>
2308 Conventional Light-Frame Construction
>
2308.6 Wall bracing
R602.10.4.1 Wall Construction, Mixing Methods
bracing
and
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sheathing
methods from
braced
wall
line
to
braced
wall
line
within a story shall be permitted. 3. Mixing intermittent
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...
Residential Code 2015 of Utah
>
6 Wall Construction
>
R602 Wood Wall Framing
>
R602.10 Wall Bracing
>
R602.10.4 Construction Methods for Braced Wall Panels
>
R602.10.4.1 Mixing Methods
R602.10.2.2.1 Wall Construction, Location of Braced Wall Panels in Seismic Design Categories D0, D1 and D2
Braced
wall
panels shall be located at each
end
of a
braced
wall
line
. Exception:
Braced
wall
panels constructed of Method WSP or BV-WSP ...
Residential Code 2015 of Utah
>
6 Wall Construction
>
R602 Wood Wall Framing
>
R602.10 Wall Bracing
>
R602.10.2 Braced Wall Panels
>
R602.10.2.2 Locations of Braced Wall Panels
>
R602.10.2.2.1 Location of Braced Wall Panels in Seismic Design Categories D0, D1 and D2
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