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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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