Page 295 - 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 10 FT O.C. 24 IN. OR #4 BARS AT 10 FT O.C. OR W1.7
40 db JOINT REINFORCED AT 16 IN. O.C.
MINIMUM REINFORCEMENT FOR MASONRY WALLS

ANCHOR BOLTS
5 IN. MAX

2 IN. PLATE WITH ½ IN. Φ BOLTS TWO #4 LATERAL TIES WITHIN
NOT MORE THAN 4 FT O.C. TOP 5 IN. OF COLUMN THAT
EMBEDDED 4 IN. MIN. ENCLOSE ANCHOR BOLTS AND COLUMN TIES
VERTICAL REINFORCEMENT

3 IN. x 3 IN. x ¼ IN. CLIP VERTICAL COLUMN
BOND BEAM STEEL ANGLE 4 FT O.C. REINFORCEMENT
TWO ½ IN. BARS ONE ½ IN. BOLT
LINTEL STEEL
SEE SECTION R606.10 REINFORCEMENT SHALL
HAVE MIN. ¼ IN.
CLEARANCE
REINFORCEMENT— 12 IN. MAX.
SEE SECTIONS BEFORE
R606.12.2.2.3 AND GROUTING
R606.12.2.3.3
NOT HEADER
COURSE
METAL TIES WHERE INTERIOR
DOWEL SEE SECTION STUD PARTITION
MEETS WALL BOLT
R608.1.2
END STUD WITH
LAP 40 DIA. ½ IN. Φ BOLTS
3 FT O.C.
HEADER COURSES
NOT PERMITTED

MIN. ¾ IN. GROUT LAP 40 DIA.
SECTION 1

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.

FIGURE R606.11(2)
REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C

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