Page 356 - 2018_IRC

WALL CONSTRUCTION

54 MIL GRADE 50 TRACK FOR ANCHOR BOLTS AT
SHEATHING BOUNDARY FASTENING. 19.2 IN. AND 24 IN. O.C. 43 MIL GRADE 50 OR 54
SEE TABLE R505.3.1(2) GRADE 33 FOR ANCHOR BOLTS AT 12 IN., OR 16 IN. O.C.
1NO. 8SCREW NO. 8 SCREWS AT 6 IN. ON CENTER
TOP AND BOTTOM FROM SHEATHING TO JOIST WITH
FLANGE TENSION TIES ATTACHED.
WITH
HEIGHT 5IN.
A

MINIMUM WEBMATERIAL REMOVED 5IN.

INCH

10
½ IN. DIAMETER ANCHOR BOLT TYPICAL.
¾ IN. MINIMUM SEE TABLE R608.9(5) FOR SPACING. CENTER
BOLT NOT MORE THAN 2 IN. FORM JOIST WEB
CLEAR AT TENSION TIES.
MINIMUM TENSION TIE. SEE TABLE R608.9(5) FOR SPACING.
SECTION EMBEDMENT “E” PROVIDE STEEL PLATE WASHER 4 × 4 × ½ IN. TO
SEE TABLE BELOW FACE OF JOIST WEB. PROVIDE 4 IN. × 4 IN. × 4 IN. × 43 MIL
MINIMUM BENT STEEL PLATE ANGLE UNDER PLATE
WASHER WITH 8 NO. 8 SCREWS TO JOIST WEB
TENSION TIE LRFD CAPACITY 3200 LB

E
(in.) wall type
2¾ 4 in. flat
in.
SPACING 6 in. waffle-grid
CUT 4¾ 6 in. flat
WASHER in. 6 in. screen-grid
BOLT 6¾ 8in. flat

ANCHOR in. 10 in. flat
8 in. waffle-grid

JOIST
TENSION TIE
DETAIL A – PLAN VIEW 4 IN. × 4 IN. SOLID CONCRETE
BEHIND AND ALIGNED WITH ANGLE

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

FIGURE R608.9(5)
COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR

2018 INTERNATIONAL RESIDENTIAL CODE ® 331
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