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P. 358
WALL CONSTRUCTION
TENSION TIE. 64 MIL × 2 IN. × 6 FT. 0 LENGTH MINIMUM GRADE
50 STRAP UNDER OR ON TOP OF FLOOR SHEATHING. ATTACH
43 MIL MINIMUM TRACK. ONE NO. STRAP TO FIRST TWO BLOCKS WITH 12 NO. 8 SCREWS.
8 SCREW FROM TRACK TO BLOCKING, NO. 8 SCREWS AT 6 IN. ON CENTER FOR BALANCE OF STRAP
TOP AND BOTTOM FLANGE
SHEATHING BOUNDARY FASTENING.
SEE TABLE R505.3.1(2) 43 MIL MINIMUM FULL DEPTH BLOCKING, TWO
BAYS MINIMUM AT EACH TENSION TIE. PROVIDE
43 MIL MINIMUM CLIP ANGLE EACH END WITH
NOT LESS THAN 4 NO. 8 SCREWS EACH LEG
WITH
HEIGHT 5IN.
B WEBMATERIALREMOVED
MINIMUM 5IN.
IN. 54 MIL × 2 IN. GRADE 50 STRAP,
10 WITH 4 NO. 8 SREWS EACH END JOIST RUNNING
½ IN.DIAMETER ANCHOR BOLT TYPICAL. PARALLEL TO WALL
¾ IN. MINIMUM SEE TABLE R608.9(6) FOR SPACING.
CLEAR CENTER BOLT NOT MORE THAN 2 IN. E wall type
MINIMUM FROM BLOCKING WEB. (in.)
SECTION EMBEDMENT “E”
SEE TABLE R608.9(6) TENSION TIE. SEE TABLE R608.9(6) 2¾ 4 in. flat
FOR SPACING. PROVIDE STEEL PLATE in.
WASHER4×4× ½IN. TO FACEOF 6 in. flat
BLOCKING WEB. PROVIDE 4 IN. × 4¾ 6 in. waffle-grid
4 IN. × 4 IN. × 43 MIL MINIMUM BENT in. 6 in. screen-grid
STEEL PLATE ANGLE UNDER PLATE
WASHER WITH 8 NO. 8 SCREWS TO
BLOCKING WEB. TENSION TIE 8 in. flat
LRFD CAPACITY 3200 LB 6¾ 10 in. flat
in.
8 in. waffle-grid
BOLTSPACING
CUT
WASHER
JOISTS
BLOCKING BLOCKING
TYP.
TYP. ANCHOR
ALTERNATE END
CONNECTION WITH FLAT OR FULL
BENT BLOCKING DEPTH
WEB WITH 4 NO. 8 BLOCKING
SCREWS EACH END AT STRAP
4 IN. × 4 IN. SOLID CONCRETE BEHIND
AND ALIGNED WITH ANGLE
DETAIL B – PLAN VIEW
For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pound-force = 4.448 N.
FIGURE R608.9(6)
COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
2018 INTERNATIONAL RESIDENTIAL CODE ® 333
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