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WOOD
2′-8″ MIN PANEL
FOR PANEL SPLICE (IF NEEDED) ADJOINING PANEL
EDGES SHALL MEET OVER AND BE FASTENED TO
LENGTH
COMMON FRAMING
3
10′-0″ MAX HEIGHT MIN. /8″ THICK WOOD ANCHOR BOLTS PER SECTION 2308.6.5.1
8d COMON OR GALVANIZED BOX NAILS AT 6″ O.C.
STRUCTURAL PANEL
AT PANEL EDGES FOR SINGLE STORY AND AT 4″ O.C.
SHEATHING ON ONE FACE
AT PANEL EDGES FOR THE FIRST OF 2 STORIES
MIN. 2x4 FRAMING. MIN. DOUBLE
STUDS REQUIRED
STUDS UNDER HEADER AS
REQUIRED
MINIMUM REINFORCING OF FOUNDATION, ONE
HOLD-DOWN PER SECTION #4 BAR TOP AND BOTTOM OF FOOTING.
2308.6.5.1 REINFORCING SHALL BE LAPPED 15 INCHES MIN.
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
FIGURE 2308.6.5.1
ALTERNATE BRACED WALL PANEL (ABW)
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
MIN. 1000 LB TIE-DOWN
DEVICE
MIN. 3″x11.25″ NET HEADER
6′ TO 18′
TYPICAL PORTAL FRAME
CONSTRUCTION
1000 lb STRAP OPPOSITE SHEATHING
FASTEN TOP PLATE TO HEADER WITH TWO FOR PANEL SPLICE (IF
ROWS OF 16d SINKER NAILS AT 3″ O.C. TYP.
MAX. HEIGHT = 10′-0″ FASTEN SHEATHING TO HEADER WITH 8d COMMON OCCUR WITHIN MIDDLE
NEEDED) PANEL EDGES
SHALL BE BLOCKED AND
OR GALVANIZED BOX NAILS IN 3″ GRID PATTERN AS
24 IN. OF PORTAL HEIGHT.
SHOWN AND 3″ O.C. IN ALL FRAMING (STUDS,
ONE ROW OF TYPICAL
BLOCKING AND SILLS) TYP.
SHEATHING-TO-FRAMING
NAILING IS REQUIRED
MIN. WIDTH = 16″ FOR ONE-STORY STRUCTURES
AT EACH PANEL EDGE.
MIN. WIDTH = 24″ FOR USE IN FIRST OF TWO STORY
IF 2x4 DOUBLE BLOCKING
STRUCTURES
IS USED THE 2x4S MUST
BE NAILED TOGETHER
MIN. 2x4 FRAMING WITH (3) 16d SINKERS
3 /8″ MIN. THICKNESS WOOD STRUCTURAL PANEL
SHEATHING MIN. DOUBLE 2x4 POST
MIN. 3500 LB TIE-DOWN DEVICE (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING IN MIN. 1000 LB TIE-DOWN
ACCORDANCE WITH MANUFACTURER’S DEVICE
RECOMMENDATIONS)
SEE SECTION 2308.6.5.2
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.448 N.
FIGURE 2308.6.5.2
PORTAL FRAME WITH HOLD-DOWNS (PFH)
2018 INTERNATIONAL BUILDING CODE ® 527
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