Untitled
Pony wall not relevant
PONY WALL HEIGHT
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME
(ONE BRACED WALL PANEL)
2′-18′ FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL
TENSION STRAP PER TABLE 602.10.6.4
(ON OPPOSITE SIDE OF SHEATHING)
FASTEN KING STUD TO HEADER WITH 6 16D SINKERS
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3″ GRID PATTERN AS SHOWN
HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING
MIN. DOUBLE 2″ x 4″ FRAMING COVERED WITH MIN. 7/16″ THICK WOOD STRUCTURAL PANEL SHEATHING WITH 8D COMMON OR GALVANIZED BOX NAILS AT 3″ O.C. IN ALL FRAMING (STUDS AND SILLS) AS SHOWN
TYP.
MIN. LENGTH OF PANEL PER TABLE R602.10.5
MIN. (2) ½″ DIAMETER ANCHOR BOLTS INSTALLED PER SECTION R403.1.6 WITH 2″ x 2″ x 3/16″ PLATE WASHER
IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN THE MIDDLE 24″ OF THE PORTAL-LEG HEIGHT. ONE ROW OF 3″ O.C. NAILING IS REQUIRED IN EACH PANEL EDGE.
TYPICAL PORTAL FRAME CONSTRUCTION
MIN. DOUBLE 2 x 4 POST (KING AND JACK STUD) NUMBER OF JACK STUDS PER TABLES R602.7(1) & (2)
INTERMITTENT BRACED WALL PANEL REQUIRED ADJACENT OPENING FOR SINGLE PORTAL FRAME
FASTEN TOP PLATE TO HEADER WITH TWO
ROWS OF 16D SINKER NAILS AT 3″ O.C. TYP.
MIN. 7/16″ WOOD STRUCTURAL PANEL SHEATHING
ANCHOR BOLTS PER SECTION R403.1.6
FRONT ELEVATION SECTION