Compliance cert Form 15 ENGINEERNG 56 Reserve St Pomona

                                            NAILING PLATES OR FRAMING ANCHOR (LEGS
                                            NOT BENT) EACH END OF NOGGING. 6/2.8 DIA.
                                            NAILS EACH FACE.

                                                                                                                                 FRAMING ANCHOR
                                                                                                                                 (LEGS NOT BENT).
                                                                   100x38 NOGGING                                                6/2.8 DIA. NAILS
                                                                                                                                 EACH FACE.
                                                                                                                                                                                                                     STUDS AT 450 CRS.

                                                                                                                                                                                                                     4mm F14 PLYWOOD

                                                                                                                                                                                                                     M12 BOLTS AT EACH
                                                                                                                                                                                                                     END OF BRACING WALL
                                                                                                                                                                                                                     AND AT 1200 MAX.
                                                                                                                                                                                                                     CRS. BETWEEN.
                     GAP TO
                     TRUSS                                               SHEAR BLOCKS. 6/3.33                                                                                                             100 MAX.
                                                                         DIA. NAILS                                                                                            30x2.8mm DIA. CLOUTS AT THE FOLLOWING CRS:
                                                                                                    BRACING WALL                                                               TOP AND BOTTOM PLATES - 50 CRS. 9mm FROM EDGE.
                                                      BRACING WALL                                                                                                             VERTICAL EDGES - 150 CRS. 9mm FROM EDGE. INTERMEDIATE
                                                                                                                                                                               STUDS - 300 CRS.

                               FIGURE 8.22 (e) DESIGN STRENGTH = 5.5kN (JD4)                     FIGURE 8.22 (f) DESIGN STRENGTH = 4.9kN (JD4)
                                                                                                                                                                             BRACING WALL DETAIL
                                                                TRUSSES/JOISTS PARALLEL TO BRACING WALLS                                                                                  6.0kN/m




                                            6/3.33 DIA. NAILS                                    INTERNAL                      2/30 x 0.8 G.I. STRAPS WITH:
                                                                                                 BRACING WALL
                                                                                                                               4/2.8 DIA. NAILS EACH END (6.6kN)
                                                                                                                               6/2.8 DIA. NAILS EACH END (9.8kN)



                                                                         BRACING
                                                                         WALL



                                                                                                                                               TOP PLATE
                                                                     GAP TO TRUSS
                                                                                                                                           EXTERNAL WALL
                                             BLOCKING PIECES LARGE
                                             ENOUGH TO AVOID SPLITTING.



                         FIGURE 8.22 (j) DESIGN STRENGTH = 5.5kN (JD4)                  FIGURE 8.22 (k) DESIGN STRENGTH AS SHOWN (JD4)


                                                     TRUSSES/JOISTS AT RIGHT ANGLES TO BRACING WALLS



DO NOT SCALE FROM DRAWING
                                                    FIXING OF TOP OF BRACING WALLS
ALL SCALES ARE AS SHOWN (A3)

REV.            DESCRIPTION          DATE   INIT.                                       CONTACT DETAILS               CLIENT                                       PROJECT                               TITLE                             DRAWN         DESIGNED   DATE

  A    PRELIMINARY ISSUE           22.08.22 C.Y.                                        EMAIL    [email protected]
                                                                                                                                                                                                                                               C.Y.         C.Y.    AUG 2022
                                                                                        WEB      www.peerce.com.au                                                                                                                         CHECKED       APPROVED
  B    PRELIMINARY ISSUE           29.08.22 C.Y.
                                                                                                                                                                   PROPOSED NEW DWELLING                                                       N.Z.
  0    FOR CONSTRUCTION            30.08.22 C.Y.                                        MOBILE   0425 885 440
                                                                                                                                   LEIF O'BRIEN                                          WALL BRACING DETAILS
                                                                                        POST     PO BOX 5296                                                         56 RESERVE STREET,                                                    DRAWING No.                     REV.
                                                                                                 ALGESTER, QLD 4115
                                                                                                                                                                      POMONA QLD 4568                                                      PCE2211 - S09                     0