Page 348 - 2018_IRC

WALL CONSTRUCTION

SHEATHING 10d COMMON NAILS AT 6 IN.
BOUNDARY NAILING ON CENTER FROM SHEATHING
SEE TABLE R602.3(1) TO JOIST WITH TENSION
TIES ATTACHED
HEIGHT WITH 5IN. 3 IN.
A

MINIMUM MATERIAL REMOVED 5IN. 3 IN.

IN.
10 WEB PROVIDE WEB STIFFENER BOTH SIDES
OF WEB AT I-JOIST, WHERE OCCURS
1 / IN. DIAMETER ANCHOR BOLT. SEE
2
TABLE R608.9(1) FOR SPACING. CENTER
BOLT NOT MORE THAN 2 IN. FROM
3 / IN. MINIMUM JOIST FACE AT TENSION TIES.
4
CLEAR
MINIMUM TENSION TIE. SEE TABLE R608.9(1) FOR
EMBEDMENT “E” SPACING. PROVIDE STEEL PLATE WASHER
1
SEE TABLE BELOW 4×4× / IN. TO FACE OF JOIST WEB.
2
PROVIDE 4 IN. × 6 IN. × 4 IN. × 43 MIL MINIMUM
BENT STEEL PLATE ANGLE UNDER PLATE
1
WASHER WITH 6-10 × 1 / IN. COMMON NAILS
2
SECTION TO JOIST. TENSION TIE LRFD CAPACITY 1280LB.
WOOD 2 × 8 MINIMUM LEDGER TYPICAL,
3 × 8 WHERE REQUIRED BY TABLE R608.9(1)
CUT WASHER
E
(in) wall type
3
2/ 4 4 in. flat
in.
SPACING 4/ 4 6in. flat
3
6 in. waffle-grid
in.
6 in. screen-grid
BOLT
6IN. 6/ 4 8 in. flat
3
10 in. flat
in.
ANCHOR 8 in. waffle-grid

JOIST
TENSION TIE

4 IN. DIAMETER SOLID CONCRETE BEHIND
AND ALIGNED WITH ANGLE
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(1)
WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR

2018 INTERNATIONAL RESIDENTIAL CODE ® 323
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