APPROVED
BY:
DATE
PROJECT
REVIEWED
DESIGNED
DRAWN
CLIENT
B
A
C
D
E
F
G
H
J
K
1
2
3
4
5
6
7
8
1
2
3
7
8
B
A
C
D
E
F
G
H
J
K
COPYRIGHT STRUCTERRE
CONSULTING ENGINEERS:
THESE DRAWINGS
ARE SOLE
PROPERTY OF
STRUCTERRE CONSULTING
ENGINEERS AND
MAY NOT
BE USED
IN WHOLE
OR IN
PART WITHOUT
WRITTEN OR
FORMAL PERMISSION
FROM STRUCTERRE
CONSULTING ENGINEERS
.
SHEET
PROJECT
No
.
SCALE
REV
BY
ISSUE
/
REVISION
DESCRIPTION
DATE
SIZE
A3
STRUCTERRE
CONSULTING
ENGINEERS
(VIC)
Pty
Ltd
(ABN
32
155
811
957)
www
.structerre
.com
.au
RUSSELL
WHITE
BRIAN
NASR
OCT
2018
RUSSELL
WHITE
116216
0
RUW
ISSUE
FOR
APPROVAL
11
.10
.18
CANTAPORT
GROUND
FLOOR
, BUILDING
2
, 630
MITCHAM
ROAD
, MITCHAM
VIC
. 3132
TEL
(03)
8872
6999
FAX
(03)
9873
2777
EMAIL:
melbourne@structerre
.com
.au
MATERIALS:
ALL
MEMBERS
TO
BE
6063
T6
AND
6063
T
5 ALUMINIUM
WITH
MINIMUM
180MPa
COMPRESSION
YIELD STRESS
CAPACITY
UNLESS
NOTED
OTHERWISE
. ALL
DIMENSIONS
IN
MILLIMETRES
.
REFER
TO
CANTAPORT
ARCHITECTURAL
DRAWINGS
FOR
PURLIN
TYPE
. DE5934
. (T5)
56.5
22
1.5
T=1
.5mm
(min)
2
REFER
TO
CANTAPORT
ARCHITECTURAL
DRAWINGS
FOR
ARM
TYPE
. DE5913
. (T5)
60
T=3
.5mm
(min)
REFER
TO
CANTAPORT
ARCHITECTURAL
DRAWINGS
FOR
BEAM
TYPE
. DE5900
.
1.8
2.0
107.9
83.6
77
59
DETAIL
1
- ARM
TO
COLUMN
CONNECTION
FIX
ARM
(A1)
TO
EXTERNAL
FIXING
PART
BRACKET
VIA
2
No
M10
BOLTS
,
FIX
COLUMN
TO
COLUMN
VIA
U-BRACKET
, 3
No
M8
BOLTS
TO
FACE
OF
COLUMN
AND
2M8
BOLTS
TO
EACH
SIDE
OF
U
BRACKET
, OR
EQUIVALENT
.
PROVIDE
COVER
PLATE
OVER
AND
FIX
WITH
4No10
SCREWS
SHOWN
,
FIX
POST
CAP
PLATE
TO
COLUMN
(C1)
VIA
2
No
8
TEKS,
FIX
EXTERNAL
FIXING
PART
BRACKET
TO
C1
VIA
2
No
M10
BOLTS
THROUGH
SIDE
AND
2
No
M10
BOLTS
THROUGH
FACE
TYP
.
DETAIL
2
- BEAM
TO
COLUMN
CONNECTION
FIX
CONNECTOR
BRACKET
TO
COLUMN
(C1)
VIA
2
No
M10
BOLTS
. 4
BRACKETS
REQUIRED
TOTAL
, 2
TOP
AND
2 BOTTOM
.
FIX
CONNECTOR
BRACKET
TO
BEAM
(B1)
VIA
2
No
M8
BOLTS
.
DETAIL
3
- ARM
TO
BEAM
CONNECTION
FIX
CONNECTOR
BRACKET
TO
BEAM
(B1)
VIA
2
No
M8
BOLTS
.
FIX
ARM
(A1)
TO
CONNECTOR
BRACKET
VIA
2
No
M10
BOLTS
.
REFER
TO
CANTAPORT
ARCHITECTURAL
DRAWINGS
FOR
COLUMN
TYPE
. DE
5896
(2x
SECTION)
2.1
68
81
.2
2.1
NTS
S102