Page 352 - 2018_IRC

WALL CONSTRUCTION

SHEATHING BOUNDARY NAILING
SEE TABLE R602.3(1)
10d COMMON NAILS AT 6 IN. CENTER
FROM SHEATHING TO JOISTS WITH
TENSION TIES ATTACHED.

A

TENSION TIE – SEE
43 MIL CONTINUOUS PLATE WITH 3IN. TABLE R608.9(3)
FOR SPACING
NAILING TO MATCH BOUNDARY
NAILING. SEE TABLE R602.3(1)
JOIST (I-JOIST NOT PERMITTED)
WOOD 2 × 6 MINIMUM SILL PLATE
IN. MIN. TYPICAL, 3 × 6 WHERE REQUIRED
8 IN. MINIMUM 7 BY TABLE R608.9(3)
WITH WEB
MATERIAL
REMOVED
5
1 / IN. ANCHOR BOLT TYPICAL, / IN.
2
8
WHERE REQUIRED. SEE TABLE
R608.9(3) FOR SIZE AND SPACING.
SECTION
JOIST TYP.

3IN.

TENSION TIE 4 IN. × 3 IN. × 3 IN. × 43 MIL.
MINIMUM CLIP ANGLE EACH FACE
ANCHOR BOLT WITH 4IN. JOIST WITH 6-10d x 1½ IN. COMMON
¼ × 3 × 3 STEEL NAILS ON VERTICAL AND HORIZONTAL LEGS
PLATE WASHER
TENSION TIE LRFD CAPACITY 1280 LB.
FOR BOTH ANGLES (640 LB PER ANGLE)
EQUAL

DETAIL A – PLAN VIEW

For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(3)
WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR

2018 INTERNATIONAL RESIDENTIAL CODE ® 327
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