Page 325 - 2018_IRC

WALL CONSTRUCTION

DETAIL NOM. WALL REINFORCEMENT LAYOUT AT ENDS OF
NO. THICKNESS, IN. SOLID WALL SEGMENTS NOTES

For SI: 1 inch = 25.4 mm.
3 inch Max. Typical
2 inch Typical 1. See Table R608.7(4) for use
of details.
1 4
2. Minimum length of solid wall
segment and size and grade
2 4 of reinforcement in each end
of each solid wall segment
shall be determined from
Table R608.7(4).
6
3 8
10 3.. For minimum cover requirements,
see Section R608.5.4.1.

4.. For details 3 - 8 where two
4 6
or more bars are in the same
row parallel to the end of the
segment, place bars so that
1 inch Min. clear spacing Typical corner bars are as close to the
sides of the wall segments as
minimum cover requirements
of Section R608.5.4.1 will permit.
5 8

5.. For waffle- and screen-grid walls,
each end of each solid wall
segment shall have rectangular
6 8 flanges. In the through-the-wall
dimension, the flange shall be not
less than 5½ inches for 6-inch
nominal waffle- and screen-grid
forms, and not less than 7½
inches for 8-inch nominal waffle-
grid forms. In the in-plane
dimension, flanges shall be long
7 10 enough to accommodate the
vertical reinforcement required
by the layout detail selected and
provide the cover required by
* Section R608.5.4.1. If necessary
to achieve the required
dimensions, form material shall be
removed or flat wall forms are
8 10 permitted. See Table R608.7(4),
Note e.

* For minimum cover see Section R608.5.4.1

FIGURE R608.7(2)
VERTICAL REINFORCEMENT LAYOUT DETAIL

300 2018 INTERNATIONAL RESIDENTIAL CODE ®
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