Page 366 - 2018_IRC

WALL CONSTRUCTION

SHEATHING BOUNDARY NAILING FROM SHEATHING
NAILING. SEE BLOCKING AT GABLE END TO BLOCKING AND OUTLOOKER
TABLE R602.3(1) OUTLOOKER. 1 BAY MIN. 6 IN. ON CENTER.

B
2x FULL DEPTH BLOCKING, TWO BAYS MINIMUM AT EACH
TENSION TIE. PROVIDE 43 MIL MINIMUM CLIP ANGLE
EACH END WITH NOT LESS THAN 4- 10d COMMON NAILS EACH LOG
FLAT OR
WOOD 2 × 6 FULL DEPTH
MINIMUM SILL BLOCKING
PLATE TYPICAL, 3 × 6 AT STRAP
WHERE REQUIRED BY
TABLE R608.9(10)

WITH TENSION TIE. SEE TABLE R608.9(10) FOR SPACING. 54 MIL × 4 IN. × 6 FT
LENGTH MINIMUM GRADE 50 STRAP UNDER OR ON TOP OF CEILING
SHEATHING. EXTEND STRAP ACROSS AND FASTEN TO WOOD SILL
MINIMUM MATERIAL REMOVED MIN. 7IN. PLATE WITH MINIMUM 10- 10d × 1½ IN. COMMON NAILS. ATTACH STRAP
TO FIRST TWO BLOCKS WITH 10- 10d COMMON NAILS. 10d COMMON
NAILS AT 6 IN. ON CENTER FOR BALANCE OF STRAP. TENSION TIE LRFD
IN. WEB CAPACITY 2140 LB
8
CEILING DIAPHRAGM SHEATHING
SECTION
43 MIL CONTINUOUS ANGLE WITH 10d COMMON NAILS AT BOUNDARY
NAIL SPACING THROUGH SHEATHING TO JOIST AND HORIZONTAL
TO SILL PLATE. SEE TABLE R602.3(1)
½ IN. DIAMETER ANCHOR BOLTS TYPICAL, /8 IN. WHERE REQUIRED.
5
SEE TABLE R608.9(10) FOR SIZE AND SPACING.
TENSION
TIE STRAP JOISTS
UNDER
BLOCKING
BLOCKING

ANCHOR BOLT WITH
¼ × 3 × 3 STEEL
PLATE WASHER. SEE
TABLE R608.9(10) DETAIL B – PLAN VIEW
FOR SPACING

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

FIGURE R608.9(10)
WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL

2018 INTERNATIONAL RESIDENTIAL CODE ® 341
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