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Attachment 4 - Site Investigation and Slab Report
Cornice fixed to roof framing only
Cornice
allowingfixed to roofofframing
movement only
masonry wall
allowing movement of masonry wall
7.6 Internal Doors
It is convenient to make most internal-wall
articulation joints coincide with door openings. An
effective joint can be made by making openings full
height from floor to ceiling. Normally, an articulation
joint will be provided on only one side of a door.
There are three ways of installing a door in a wall
Figure 31:
■ Full-height door and frame with or without a
head
(a) PERIMETER WALL WITH FRAMED OR TRUSSED ROOF ■ Full-height door frame with an infill panel fixed
(a) (Internal
PERIMETERwall WALL WITH roof
with framed FRAMED ORdetail)
similar TRUSSED ROOF
(Internal wall with framed roof similar detail) above a standard-height door
■ A standard-height door with masonry above
separated from adjacent walling by articulation
Bottom chord of roof truss
Bottom chord of roof truss joints either offset (Figure 10), or more
commonly, in line with the jambs (Figure 12).
To accommodate the movement at the
Gap sufficient articulation joint, the architrave on a timber door
Gap
to sufficient
allow for frame should be fixed only to the frame and be large
to allow for
expected movement Cornice fixed to roof
expected movement Cornice
truss onlyfixed to roof
allowing enough to cover the articulation joint. Metal door
truss only allowing
movement of frames should have allowance for a gap where the
movement
masonry wall of
masonry wall
brickwork is built into the edge of the frame. When
internal masonry walls incorporating metal door
frames are to be rendered, a neat joint should be
(b) INTERNAL WALL WITH TRUSSED ROOF formed between the render and metal door frame
(b) INTERNAL WALL WITH TRUSSED ROOF which can be sealed and painted over.
Figure 32 Fixing of cornice at articulated
masonry walls
Keep distance between articulation joints to a minimum (5 m maximum)
Provide bed-joint
Articulation joint reinforcement over arch Articulation joint
Arch depth
(300 mm
minimum)
Arch
Arch rise Potential height
(0.25 x span crack at
minimum) crown of arch
(weakest point)
Spring
line
* Buttress width designed to resist
horizontal force from arch and
overturning Buttress width* Arch span
Figure 33 Detailing of arches (semicircular arch shown)
Articulated Walling Page 19
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