Page 234 - 2018_IRC

WALL CONSTRUCTION

CONTINUOUSLY SHEATHED BRACED
WALL PANEL MEETING MINIUM
LENGTH REQUIREMENTS OF TABLE
R602.10.5
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
(ONE BRACED WALL PANEL)
FASTEN KING STUD
2′-18′ FINISHED WIDTH OF OPENING TO HEADER WITH 6
FOR SINGLE OR DOUBLE PORTAL 16D SINKERS
TENSION STRAP PER
TABLE 602.10.6.4
PONY WALL (ON OPPOSITE SIDE
HEIGHT OF SHEATHING)
BRACED WALL LINE
MIN. 3″x11¼″ NET HEADER STEEL HEADER PROHIBITED CONTINUOUSLY SHEATHED
IF ½″ SPACER IS USED, PLACE ON BACK-SIDE OF HEADER WITH WOOD STRUCTURAL FASTEN TOP
PANELS
12′ MAX. TOTAL WALL HEIGHT 10′ MAX. HEIGHT PATTERN AS SHOWN NAILED TO COMMON HEADER WITH
IF NEEDED, PANEL
FASTEN SHEATHING TO HEADER WITH 8D
SPLICE EDGES SHALL
COMMON OR GALVANIZED BOX NAILS IN 3″ GRID
OCCUR OVER AND BE
PLATE TO
BLOCKING WITHIN THE
TWO
HEADER TO JACK-STUD STRAP PER TABLE
MIDDLE 24″ OF THE
ROWS OF 16D
R602.10.6.4 ON BOTH SIDES OF OPENING
PORTAL- LEG HEIGHT.
SINKER NAILS AT
OPPOSITE SIDE OF SHEATHING
ONE ROW OF 3″ O.C.
3″ O.C. TYP.
NAILING IS REQUIRED
IN EACH PANEL EDGE.
MIN. DOUBLE 2″x4″ FRAMING COVERED WITH MIN.
3 /8″ THICK WOOD STRUCTURAL PANEL SHEATHING
STRUCTURAL
WITH 8D COMMON OR GALVANIZED BOX NAILS AT
FRAME CONSTRUCTION
PANEL
3″ O.C. IN ALL FRAMING (STUDS,
SHEATHING
BLOCKING, AND SILLS) TYP. TYPICAL PORTAL MIN. 3 /8″ WOOD
MIN. DOUBLE 2x4 POST
MIN. LENGTH OF PANEL PER TABLE R602.10.5 (KING AND JACK STUD)
NUMBER OF JACK
STUDS PER TABLES
MIN. (2) ½″ DIAMETER ANCHOR BOLTS R602.7(1) & (2)
INSTALLED PER SECTION R403.1.6 WITH
2″x2″x 3 /16″ PLATE WASHER
OVER CONCRETE OR MASONRY BLOCK FOUNDATION ANCHOR BOLTS PER
SECTION R403.1.6
(2) FRAMING ANCHORS
APPLIED ACROSS
WOOD STRUCTURAL PANEL NAIL SOLE PLATE SHEATHING JOINT WITH A
SHEATHING TO TOP OF BAND TO JOIST PER CAPACITY OF 670 LBS IN NAIL SOLE
OR RIM JOIST TABLE R602.3(1) THE HORIZONTAL AND PLATE TO JOIST
VERTICAL DIRECTIONS PER TABLE
R602.3(1)
APPROVED BAND
WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST OR RIM JOIST
OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION
(WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST)
OVERLAP 9¼″ WOOD STRUCTURAL PANEL NAIL SOLE PLATE
MIN. SHEATHING TO TOP OF BAND TO JOIST PER ATTACH SHEATHING TO NAIL SOLE
PLATE TO JOIST
OR RIM JOIST
BAND OR RIM JOIST WITH
TABLE R602.3(1)
8D COMMON NAILS AT 3″ PER TABLE
R602.3(1)
O.C. TOP AND BOTTOM
APPROVED BAND
WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST OR RIM JOIST
OVER RAISED WOOD FLOOR - OVERLAP OPTION
(WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD)
FRONT ELEVATION SECTION
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
FIGURE R602.10.6.4
METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
2018 INTERNATIONAL RESIDENTIAL CODE ® 209
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