Page 232 - 2018_IRC
P. 232

WALL CONSTRUCTION










































             For SI: 1 inch = 25.4 mm.
                                                         FIGURE R602.10.6.1
                                            METHOD ABW—ALTERNATE BRACED WALL PANEL

                                           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                 FASTEN KING STUD
                                           FOR SINGLE OR DOUBLE PORTAL                      TO HEADER WITH 6
                                                                                            16D SINKERS
                                                                    TENSION STRAP PER
                           PONY WALL                                TABLE R602.10.6.4 (ON
                            HEIGHT                                  OPPOSITE SIDE OF
                                                                    SHEATHING)
                                      MIN. 3″x11¼″ NET HEADER STEEL HEADER PROHIBITED
                                      IF ½″ SPACER IS USED, PLACE ON BACK-SIDE OF HEADER  IF NEEDED, PANEL  FASTEN TOP
                           12′ MAX. TOTAL WALL HEIGHT  10′ MAX.  HEIGHT  PATTERN AS SHOWN  BLOCKING WITHIN THE  HEADER WITH
                                                                    SPLICE EDGES SHALL
                                         FASTEN SHEATHING TO HEADER WITH 8D
                                                                    OCCUR OVER AND BE
                                         COMMON OR GALVANIZED BOX NAILS IN 3″ GRID
                                                                    NAILED TO COMMON
                                                                                              PLATE TO
                                                                    MIDDLE 24″ OF THE
                                                                                              TWO
                                         HEADER TO JACK-STUD STRAP PER TABLE
                                                                    PORTAL-LEG HEIGHT.
                                                                                              ROWS OF 16D
                                         R602.10.6.4 ON BOTH SIDES OF OPENING
                                                                    ONE ROW OF 3″ O.C.
                                                                                              SINKER NAILS AT
                                         OPPOSITE SIDE OF SHEATHING
                                                                                              3″ O.C. TYP.
                                                                    NAILING IS REQUIRED
                                                                    IN EACH PANEL EDGE.
                                         MIN. DOUBLE 2x4 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, BLOCKING, AND
                                                                                              SHEATHING
                                         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
                                         MIN. (2) 3500 LB STRAP-TYPE HOLD-DOWNS  PER TABLES R602.7(1) &
                                                                     (2).
                                         (EMBEDDED INTO CONCRETE AND NAILED INTO
                                         FRAMING)
                                          MIN. REINFORCING OF FOUNDATION, ONE #4 BAR  MIN. 1000 LB. HOLD-DOWN
                                          TOP AND BOTTOM OF FOOTING. LAP BARS 15″  DEVICE (EMBEDDED INTO
                                          MIN.
                                                                     CONCRETE AND NAILED
                                                                     INTO FRAMING).
                                         MIN. FOOTING SIZE UNDER OPENING IS 12″x12″. A TURNED-
                                         DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS.
                                          MIN. (1)  5 /8″ DIAMETER ANCHOR BOLT INSTALLED PER
                                          SECTION R403.1.6 - WITH 2″x 2″ x 3 /16″ PLATE WASHER
                                         FRONT ELEVATION                          SECTION
             For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
                                                         FIGURE R602.10.6.2
                                            METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
             2018 INTERNATIONAL RESIDENTIAL CODE ®                                                               207
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