Page 296 - 2018_IRC

WALL CONSTRUCTION

ROOF CONNECTORS AT
48 IN. MAX. O.C. ROOF

#4 BARS AROUND #4 BARS (MIN.) AT
OPENINGS DIAPHRAGMS
CONT. THRU C.J.
DETAIL B

#4 BARS WITHIN 8 IN. OF ENDS #4 BARS (MIN.)
OF WALLS AND AT CORNERS WITHIN 8 IN. OF
ALL C.J.’S
CONTROL JOINT
(C.J.)

#4 BARS AT 48 IN. O.C. 24 IN. OR #4 BARS at 48 IN. O.C.
40 db
MINIMUM REINFORCEMENT FOR MASONRY WALLS
3 IN. x 3¼ IN. CLIP ANGLE 4 FT. O.C.,
ONE ½ Φ IN. BOLT ANCHOR BOLTS
5 IN. MAX

TWO #4 LATERAL TIES WITHIN
BOND BEAM TWO TOP 5 IN. OF COLUMN THAT
½ Φ IN. BARS STEEL ENCLOSE ANCHOR BOLTS AND #3 COLUMN
VERTICAL REINFORCEMENT TIES AT 8 IN.
MAX.
½ IN. BOLTS NOT MORE VERTICAL COLUMN
THAN 4 FT. O.C. IN CELLS REINFORCEMENT
WITH VERTICAL ROD
HEIGHT WHERE POSSIBLE
8 FT. MAX. EMBEDDED 4 IN. MIN.
TIE COURSE LINTEL BAR OR
BARS—SEE
REINFORCEMENTS— SECTION R606.10
SEE SECTIONS
R606.12.2.2.3, R606.12.3.2
AND R606.12.4
DOWEL 2 FT. 6 IN. SECTION C 3/8 IN. Φ DOWEL 3/8 IN. Φ ROD
LONG
FOUNDATION
6 IN. 6 IN. MIN.
18 IN. MIN.
6 IN. INSPECTION OPENING
6 IN. NOT REQUIRED IF
14 IN. 14 IN. DETAIL “A” INSPECTED AT THE
COURSE
FOUNDATION FOR FOUNDATION FOR
WOOD FLOOR CONCRETE FLOOR

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
Note: A full bed joint must be provided. Cells containing vertical bars are to be filled to the top of wall and provide inspection opening as shown on detail “A.”
Horizontal bars are to be laid as shown on detail “B.” Lintel bars are to be laid as shown on Section C.

FIGURE R606.11(3)
REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D , D OR D 2
0
1
2018 INTERNATIONAL RESIDENTIAL CODE ® 271
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