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Enginerring plans RESERVE STREET NEW RESIDENCE REV B
Plans and drawings
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Log in to see the plans as drawn 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
O N
M12 BOLTS AT EACH
END OF BRACING WALL
I
AND AT 1200 MAX.
CRS. BETWEEN.
T
GAP TO
TRUSS SHEAR BLOCKS. 6/3.33 100 MAX.
DIA. NAILS
C
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
U
STUDS - 300 CRS.
R
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
ST 6.0kN/m
6/3.33 DIA. NAILS INTERNAL
BRACING WALL
ON 2/30 x 0.8 G.I. STRAPS WITH:
4/2.8 DIA. NAILS EACH END (6.6kN)
6/2.8 DIA. NAILS EACH END (9.8kN)
R
BRACING
WALL C
FO GAP TO TRUSS
TOP PLATE
EXTERNAL WALL
T
BLOCKING PIECES LARGE
ENOUGH TO AVOID SPLITTING.
N O
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.
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 B
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