Page 294 - 2018_IRC

WALL CONSTRUCTION

SHEATHING NAILED IN
ACCORDANCE WITH SHEATHING NAILED IN
TABLE R602.3(1) ACCORDANCE WITH
BLOCKING 2 IN. NOMINAL TABLE R602.3(1)
RAFTER PLATE

CEILING JOIST

3-16d 16d AT 3-16d
16 IN. O.C.
½ IN. BOLT AT 8 FT. O.C. ½ IN. BOLT AT 8 FT. O.C.
EMBEDDED 4 IN. MIN. EMBEDDED 4 IN. MIN.

LEDGER BOLT
2-8d PER SIZE AND SPACING
SHEATHING
BOLT SIZE AND SPACING
JOIST SPAN
BOLT EMBEDDED ROOF FLOOR
4 IN. 1 1
JOIST 10 FT. / AT 2 FT. 6 IN. / AT 2 FT. 0 IN.
2
2
7 / AT 3 FT. 6 IN. 7 / AT 2 FT. 9 IN.
8 8
10—15 FT. 1 / AT 1 FT. 9 IN. 1 / AT 1 FT. 4 IN.
2
2
APPROVED METAL CONNECTOR 7 / AT 2 FT. 6 IN. 7 / AT 2 FT. 0 IN.
8
8
2
SEE TABLE FOR BOLT 3 IN. NOMINAL LEDGER 15—20 FT. 1 7 / AT 1 FT. 3 IN. 1 7 / AT 1 FT. 0 IN.
2
/ AT 2 FT. 0 IN.
/ AT 1 FT. 6 IN.
SIZE AND SPACING 8 8
SHEATHING NAILED IN
ACCORANCE WITH
TABLE R602.3(1)
3 IN. NOMINAL 3-16d PER JOIST
SPACING
BLOCKING JOIST
3 IN. NOMINAL
JOISTS END JOIST
PERPENDICULAR JOISTS
TO WALL PARALLEL TO
WALL
3-16d PER JOIST SPACING
1 / IN. BOLT AT 8 FT. O.C.
2
SEE TABLE 3 IN. NOMINAL LEDGER EMBEDDED AT 4 IN. MIN.
ABOVE FOR BOLT
AND SIZE
SPACING EMBEDDED 4 IN. MIN.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.
Note: Where bolts are located in hollow masonry, the cells in the courses receiving the bolt shall be grouted solid.

FIGURE R606.11(1)
ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC
DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF

2018 INTERNATIONAL RESIDENTIAL CODE ® 269
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