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WALL CONSTRUCTION
WHERE CEILING DIAPHRAGM IS NOT PROVIDED, WHERE CEILING DIAPHRAGM IS NOT PROVIDED,
DIAPHRAGM BOUNDARY FASTENING SHALL BE IN NO. 8 SCREWSAT 6 IN. ON CENTER FROM SHEATHING
ACCORDANCE WITH TABLE R804.3. WHERE CEILING TO RAFTERS WITH TENSION TIESATTACHED.
DIAPHRAGM IS PROVIDED, DIAPHRAGM FASTENING WHERE CEILING DIAPHRAGM IS PROVIDED,
SHALL BE IN ACCORDANCE WITH AISI S230 SCREWS SHALL BE INACCORDANCE WITHAISI S23O.
WHERE CEILING DIAPHRAGM IS PROVIDED,
CONTINUOUS STRAP SHALL BE 3 NO. 8 SCREWS MIN.
IN ACCORDANCE WITH AISI S230 8 NO. 8 SCREWS EACH
TENSION TIE LOCATION WHERE
WHERE CEILING DIAPHRAGM IS NOT NO CEILING DIAPHRAGM IS
PROVIDED, 43 MIL MINIMUM BREAK SHAPE PROVIDED. SEE SECTION R608.10
EACH RAFTER BAY. WHERE CEILING
DIAPHRAGM IS PROVIDED BREAK SHAPE
SHALL BE IN ACCORDANCE WITH AISI S230
TENSION TIE. SEE TABLE
WHERE CEILING DIAPHRAGM IS NOT R608.9(11) FOR SPACING.
PROVIDED, 10d COMMON NAILS
HORIZONTAL, SPACING TO MATCH
DIAPHRAGM BOUNDARY FASTENING A
SHALL BE IN ACCORDANCE WITH TABLE
R602.3(1). WHERE CEILING DIAPHRAGM
IS PROVIDED, SEE AISI S230 NO. 8 SCREWS AT 6 IN. ON CENTER
FROM SHEATHING TO JOISTS WITH
WITH MIN. TENSION TIES ATTACHED.
MIN WEBMATERIAL REMOVED IN. CEILING DIAPHRAGM WHERE REQUIRED W/43
MIL ANGLE, NO. 8 SCREWS TO STEEL, 10d
8IN. 7 NAILS TO WOOD SILL. SEE TABLE R804.3 FOR
DIAPHRAGM BOUNDARY FASTENER SPACING
WOOD 2 × 6 MINIMUM SILL PLATE TYPICAL,
3 × 6 WHERE REQUIRED BY TABLE R608.9(11)
SECTION
½ IN. DIAMETER ANCHOR BOLT TYPICAL,
5 /8 IN. WHERE REQUIRED. SEE TABLE
R608.9(11) FOR SIZE AND SPACING
WOOD SILL
CEILING JOIST ABOVE WITH 3- 10d ×
MINIMUM
1½ IN. COMMON NAILS TO WOOD SILL
RAFTER TENSION TIE. 4 IN. × 3 IN. × 3 IN. ×
ABOVE IN. 43 MIL MINIMUM CLIP ANGLE WITH
3 6 NO. 8 SCREWS VERTICAL LEG AND
6- 10d × 1½ IN. COMMON NAILS IN
HORIZONTAL LEG TENSION TIE
LRFD CAPACITY1280 LB
4IN.
ANCHOR BOLT WITH ¼ × 3 × 3
STEEL PLATE WASHER
EQ. EQ.
DETAIL A – PLAN VIEW
For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound-force = 4.448 N.
FIGURE R608.9(11)
COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
2018 INTERNATIONAL RESIDENTIAL CODE ® 343
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