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A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
EOS base track securely fixed to concrete floor
using Tapcon fixings (EOS21) @ centres to suit wind
loading.
mm minimum.
Alternative fixing
position.
TYPICAL SECTION
ISOMETRIC
NOTE
Additional stud required on corners to provide
vertical face for fixing of wall finishes.
EOS base track securely fixed to concrete floor
using Tapcon fixings (EOS21) @ centres to suit wind
loading.
PLAN
NOTES
1. Fixing provided as required for windloading restraint.
2. Installer to confirm line and level of track base prior to fixing and report deviations greater than +/- 15mm.
3. Each track length to have fixing 50mm from each end.
Title:
TYPICAL FIXING DETAIL FOR BASE TRACK (S & T)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
201
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
DEFLECTION HEAD
ELEVATION
Head track (Fixing to
suit structure)
Deflection head bracket fixed to head track
each side using 4.8mm dia. Tek screws (EOS05)
Deflection head bracket fixed to
vertical stud through slotted holes
using 2 No 4.8mm dia screws with
14mm dia washer heads (25mm long) (EOS03)
Screws fixed central in slot to allow
+/- 12.5mm of movement.
TYPICAL DEFLECTION HEAD
Vertical stud
Vertical stud
Base track
Base track fixed to vertical stud each side
using 4.8mm dia. Tek screws (wafer heads)
(EOS05)
TYPICAL STUD BASE FIXING
Title:
TYPICAL STUD BASE FIXING & DEFLECTION HEAD BRACKET (S & T)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
204
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
Ind
tive
ic a
ste
e(
ram
f
l
e
b
rs)
the
o
y
t
ad
He
k
rac
Deflection head bracket.
EOS head track securely shot fired to steelwork
at centres to suit wind loading.
TYPICAL DEFLECTION HEAD
STEEL EDGE BEAM CONNECTION
In d
ic a
tive
con
cre
te
s
lab
edg
e(
Vertical stud
by
oth
ers
)
ck
tra
ad
e
H
Deflection head bracket.
EOS head track securely fixed to concrete floor
using Tapcon fixings (EOS21) @ centres to suit wind
loading.
Vertical stud
TYPICAL DEFLECTION HEAD
CONCRETE SLAB EDGE CONNECTION
Title:
TYPICAL HEAD TRACK FIXING DETAILS (S & T)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
205
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
NOTE
Additional stud required on corners to provide
vertical face for fixing of wall finishes.
5.5 x 25mm Tek screws (EOS02) fixed
into corner stud @ 600 vertical c/c's.
or similar approved
*
Min. 300mm or stud * punched
with access holes
PLAN
Title:
TYPICAL STUD CORNER FIXING DETAIL (S & T)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
206
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
In d
ic a
tive
con
cre
te
s
lab
edg
e(
by
oth
ers
)
ck
tra
ad
e
H
Deflection head bracket fixed to
head track.
Vertical stud
Ind
tiv
ica
e
e
am
l fr
e
e
st
In locations where access is restricted, deflection head
bracket fixed to head track prior to fixing head track to
structure.
TYPICAL DEFLECTION HEAD
RESTRICTED ACCESS
Title:
TYPICAL HEAD TRACK FIXING DETAIL - RESTRICTED ACCESS (S & T)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
207
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
tive
ic a
In d
ra
el f
ste
(b
me
rs)
the
o
y
ad
He
ck
tra
Indicative steel frame (by others)
Simpson SSB bracket fixed to soffit of
steelwork using 3 No 4.8mm dia
Tek screws (EOS05) and fixed to vertical
stud through slotted holes using 2 No
4.8mm dia Tek screws with 14mm dia
washer heads (25mm long) (EOS03)
Screws fixed central in slot to allow
+/- 12.5mm of movement.
TYPICAL DEFLECTION HEAD
STEEL EDGE BEAM CONNECTION
Vertical stud
Indicative steel frame
(by others)
NOTE: Bracket suitability to be determined by EOS
Engineer subject to tech review andcladding loads
Vertical stud
Simpson SSB Bracket
TYPICAL SECTION
Title:
TYPICAL HEAD TRACK FIXING DETAILS - TO STEEL EDGE BEAM (S & T)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
208
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
OPTION 1
A
C
B
mm minimum.
Tapcon (EOS21) or similar
approved fixing into base track
in offset hole (see drg. 201)
Support angle sized to suit
overhang dimension & loading
requirements to be confirmed
by EOS Engineer
SCI GUIDANCE
OPTION 2
A
B
C
mm minimum.
Support plate sized to suit
overhang dimensions & loading
requirements to be confirmed
by EOS Engineer
Deflection Head Bracket punch
can be applied to base track for
the provision of offset hole.
OPTION 3
Support angle sized to suit
loading requirements to be
confirmed by EOS Engineer
A
B
C
mm minimum.
Tapcon (EOS21) or similar
approved fixing into base track
in offset hole (see drg. 201)
Title:
RESTRAINT OPTIONS FOR OVERHANGS TO TRACK WIDTH (S & T)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Drawing No.
Scale:
n.t.s.
209
Revision:
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
Ind
ic a
tive
con
cre
te
s
lab
edg
e(
by
oth
ers
)
Simpson SCB bracket fixed to face
of concrete slab using 2 No Tapcon
fixings or similar approved and fixed
to vertical stud through slotted holes
using 2 No 4.8mm dia screws with
14mm dia washer heads (25mm long)
(EOS03). Screws fixed central in slot
to allow +/- 12.5mm of movement.
TYPICAL OVERSAIL STUD FIXING
Vertical stud
Vertical stud
Simpson SCB Bracket
TYPICAL SECTION
Title:
TYPICAL OVERSAIL STUD FIXING DETAIL (S & T)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Drawing No.
Scale:
n.t.s.
210
Revision:
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
DEFLECTION HEAD
ELEVATION
Head track (Fixing to
suit structure)
Head track (Fixing to
suit structure)
Deflection head bracket fixed to head track
each side using 4.8mm dia. Tek screws (EOS05)
Vertical stud
Deflection head bracket fixed to
cloaking track piece through slotted holes
using 2 No 4.8mm dia screws with
14mm dia washer heads (25mm long) (EOS03)
Screws fixed central in slot to allow
+/- 12.5mm of movement.
Vertical stud
Cloaking track piece fixed to vertical stud
each side using 4.8mm dia Tek screws (EOS05)
TYPICAL DEFLECTION HEAD
WITH CLOAKED TRACK DETAIL
Title:
TYPICAL DEFLECTION HEAD BRACKET WITH CLOAKED TRACK DETAIL (S & T)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
211
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
Indic
ative
conc
rete
slab
( by o
ther
s
DEFLECTION HEAD
ELEVATION
)
Head track (Fixing to
suit structure)
Vertical stud
Title:
TYPICAL DEFLECTION HEAD FIXING DETAIL FOR 65mm STUDS (S & T)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Drawing No.
Scale:
n.t.s.
212
Revision:
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
Vertical stud
Base Track
ELEVATION
Vertical stud
Base Track
NOTE:- HEAD & BASE TRACKS TO BE SPLIT
EITHER SIDE OF THE MOVEMENT JOINT EACH TRACK SECTION TO BE FIXED 50mm
(max) FROM THE END OF THE TRACK
PLAN
Title:
TYPICAL MOVEMENT JOINT DETAIL (S & T)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Drawing No.
Scale:
n.t.s.
213
Revision:
Approved By:
Date: