Page 364 - 2018_IRC

WALL CONSTRUCTION

NAILING FROM SHEATHING TO RAFTERS WITH TENSION
TIES ATTACHED. SEE TABLE R602.3(1) FOR NAIL SPACING
NAILS JOIST TO RAFTER SHALL
ROOF SHEATHING BE IN ACCORDANCE WITH
BOUNDARY NAILING. IRC OR AWC WFCM
SEE TABLE R602.3(1) 10- 10d COMMON NAILS EACH
TENSION TIE LOCATION
43 MIL CONTINUOUS
PLATE WITH NAILING TO
MATCH ROOF SHEATHING
BOUNDARY NAILING. TENSION TIE. SEE
SEE TABLE R602.3(1) TABLE R608.9(9) FOR SPACING

A

10d COMMON NAILS AT 6 IN. ON
CENTER FROM SHEATHING TO
8 IN. MIN WITH WEB MATERIAL REMOVED 7IN. MIN. CEILING DIAPHRAGM WHERE REQUIRED W/43 MIL.
JOISTS WITH TENSION TIES ATTACHED.
ANGLE. PROVIDE DIAPHRAGM BOUNDARY NAILING
THROUGH SHEATHING TO BLOCK AND HORIZONTAL
TO SILL PLATE. SEE TABLE R602.3(1)
WOOD 2 × 6 MINIMUM SILL PLATE TYPICAL,
3 × 6 WHERE REQUIRED BY TABLE R608.9(9)
SECTION
½ IN. DIAMETER ANCHOR BOLT TYPICAL,
5 /8 IN. WHERE REQUIRED
WOOD SILL SEE TABLE R608.9(9)
FOR SIZE AND SPACING.
RAFTER
ABOVE

3IN.

CEILING JOIST ABOVE
4IN.
TENSION TIE: 4 IN. × 3 IN. × 3 IN. × 43 MIL
MINIMUM CLIP ANGLE EACH FACE WITH
6- 10d × 1 ½ IN.COMMON NAILS IN HORIZONTAL
AND VERTICAL LEG. TENSION TIE LRFD CAPACITY
1280 LB BOTH ANGLES, 640 LB PER ANGLE
EQ. EQ. ANCHOR BOLT WITH ¼ X 3 X 3
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(9)
WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR

2018 INTERNATIONAL RESIDENTIAL CODE ® 339
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