Page 360 - 2018_IRC

WALL CONSTRUCTION

DIAPHRAGM BOUNDARY
FASTENING. SEE TABLE R505.3.1(2)
NO. 8 SCREWS AT 6 IN.
JOIST ON CENTER FROM
SHEATHING TO JOISTS
WITH TENSION
TIES ATTACHED

A

NO. 8 SCREW HORIZONTAL TENSION TIE – SEE
AND 10d × 1 ½ IN.COMMON TABLE R608.9(7)
NAIL VERTICAL, SPACING TO 3IN. FOR SPACING
MATCH DIAPHRAGM
BOUNDARY FASTENING.
SEE TABLES R505.3.1(2)
AND R602.3(1) STEEL BREAK SHAPE
43 MIL MINIMUM
WOOD 2 × 6 MINIMUM SILL
7IN. MIN. PLATE TYPICAL, 3 × 6 WHERE
8 IN. MINIMUM REQUIRED BY TABLE R608.9(7).
WITH WEB
MATERIAL
REMOVED
½ IN. DIAMETER ANCHOR BOLT
SECTION
TYPICAL, /8 IN. WHERE REQUIRED.
5
SEE TABLE R608.9(7) FOR
SIZE AND SPACING
JOIST TYP. WITH 3 10d
× 1½ IN.COMMON NAILS

3IN.

TENSION TIE 4 IN. × 3 IN. × 3 IN. × 43
MIL MINIMUM CLIP ANGLE WITH 6 NO.
8 SCREWS ON VERTICAL LEG, 6-10d
× 1½ IN. COMMON NAILS ON
HORIZONTAL LEG.
TENSION TIE LRFD CAPACITY
1280 LB

ANCHOR BOLT WITH ¼ × 3 × 3
EQUAL STEEL PLATE WASHER

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(7)
COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR

2018 INTERNATIONAL RESIDENTIAL CODE ® 335
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