A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
Distance from edge of packer plate
to centre of stud is to be no more
than 100mm maximum. Packing height
not to exceed 10mm without the
introduction of a mortar bed.
TFLSPK89 Packer (89x40mm)
EOS frame securely fixed to concrete floor
using 1 No. Tapcon (EOS21) through centre hole @
centres to suit vertical studs, through Simpson TFLS with
E-Packers to suit. E-Packer to be temporary fixed with
Hilti X-DNI nail or similar approved.
For 100mm frames use the TFLS bracket in the
orientation as shown above with the TFLSPK89 packer
(89x40mm).
For 150mm frames use the TFLS bracket in the other
orientation with the TFLSPK140 packer (140x40mm)
Base of frame to be pilot drilled to
allow fixing to pass through E-packer.
mm minimum.
10mm maximum
(see note 2)
Alternative fixing
position.
TYPICAL SECTION
NOTES
1. Fixing provided at every vertical stud location.
2. Base track to be laid on a mortar bed if the gap between the top of concrete and the base track
exceeds 10mm.
3. Each panel to have pack 100mm from end of panel, except at corners (See detail drawing 102).
4. See fixing literature for tools required & installation method.
TYPICAL BASE FIXING DETAIL FOR WALL FRAMES (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
101
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
Packers to be located beneath studs. Packing height
not to exceed 10mm without the introduction of a
mortar bed.
TFLSPK89 Packer (89x40mm)
EOS frame securely fixed to concrete floor
using 1 No. Tapcon (EOS21) @ centres to suit vertical
studs and at a maximum of 100mm away from the stud
and at a maximum of 100mm from each end of frame.
For 100mm frames use the TFLS bracket in the
orientation as shown above with the TFLSPK89 packer
(89x40mm).
For 150mm frames use the TFLS bracket in the other
orientation with the TFLSPK140 packer (140x40mm)
mm minimum.
10mm maximum
(see note 2)
Alternative fixing
position.
TYPICAL SECTION
NOTES
1. Fixing provided at every vertical stud location.
2. Base track to be laid on a mortar bed if the gap between the top of concrete and the base track
exceeds 10mm.
3. Each panel to have pack 100mm from end of panel, except at corners (See detail drawing 102).
4. See fixing literature for tools required & installation method.
TYPICAL BASE FIXING DETAIL FOR WALL FRAMES (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
101
B
Approved By:
Date:
A4
EOS Steel frame
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
(max.)
EOS frame securely fixed to concrete floor
using 1 No. Tapcon (EOS21) through centre hole @
centres to suit vertical studs, through Simpson TFLS with
E-Packers to suit. E-Packer to be temporary fixed with
Hilti X-DNI nail or similar approved.
(max.)
PLAN
NOTE
For details of packers and fixing details see detail drawing 101 along with relevant literature from Simpson Strong Tie.
Title:
TYPICAL BASE CORNER FIXING DETAIL FOR WALL FRAMES (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
102
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
(max.)
EOS Steel frame
E-Packer to be installed beneath studs and fixed to the
back of the stud with 2 No. 4.8mm dia (EOS05) screws
(max.)
PLAN
EOS frame securely fixed to concrete floor
using 1 No. Tapcon (EOS21) @ centres to suit vertical
studs and at a maximum of 100mm away from the stud
and at a maximum of 100mm from each end of frame.
NOTE
For details of packers and fixing details see detail drawing 101 along with relevant literature from Simpson Strong Tie.
Title:
TYPICAL BASE CORNER FIXING DETAIL FOR WALL FRAMES (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
102
B
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
Head rail fixed to vertical stud both
sides using 5.5 x 19mm Tek screw (EOS01)
or similar approved.
TYPICAL HEAD FIXING
Horizontal members fixed to vertical stud
both sides using 5.5 x 19mm Tek screw (EOS01)
or similar approved.
TYPICAL NOGGIN FIXING
TYPICAL BASE FIXING
Base rail fixed to vertical stud
both sides using 5.5 x 19mm Tek screw (EOS01)
or similar approved.
TYPICAL WALL FRAME FIXING DETAILS (LOAD BEARING STUDS) (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
103
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
EB
AM
FR
600mm verticle centres (max.)
EOS Steel frame (B)
EA
AM
R
F
EOS Steel frame (A)
2 No. 5.5 x 25mm Tek
screws (EOS02) fixed
@ 600c/c's (vertical).
or similar approved.
PLAN
TYPICAL WALL FRAME TO WALL FRAME CONNECTION DETAIL (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
105
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
NOTE
EOS Steel frame
Ladder noggins required on corners to
allow ease of double fixing and to provide
vertical face for fixing of wall finishes.
Panel A
Denotes ladder noggin
in frame
2 No. 5.5 x 25mm Tek screws (EOS02) fixed
into corner stud and to each ladder
noggin @ 600 vertical c/c's. or similar
approved
1
Panel B
*
Min. 300mm or stud * punched
with access holes
1
PLAN
Panel A
Panel B
2 No. 5.5 x 25mm Tek screws (EOS02)
fixed into corner stud and each noggin
@ 600c/c's
ELEVATION 1-1
Title:
TYPICAL WALL FRAME CORNER FIXING DETAIL (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
106
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
NOTE
EOS Steel frame
Ladder noggins required on wall junctions to
allow ease of double fixing and to provide
vertical face for fixing of wall finishes.
2 No. 5.5 x 25mm Tek screws (EOS02)
fixed into ladder noggin @ 600
vertical c/c's. or similar approved
Panel A
1
Panel B
Denotes ladder noggin
in frame
EOS Steel frame
Min. 300mm or stud * punched
with access holes
2 No. 5.5 x 25mm Tek screws (EOS02)
fixed @ 600 vertical c/c's.
or similar approved.
1
PLAN
Panel A
Panel B
ELEVATION 1-1
Title:
TYPICAL WALL FRAME INTERSECTION FIXING DETAIL (AT RIGHT ANGLES) (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
107
A
Approved By:
Date:
*
A4
EOS Steel frame
Simpson Strong Tie HTT5
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
ISOMETRIC
FIX BRACED FRAME TO BASE USING SIMPSON STRONG TIE HTT5,
FIXING SPECIFICATION TO BE DETERMINED ON A PROJECT BY
PROJECT BASIS AND MIN. 6 No 5.5 x 25mm TEK
SCREWS (EOS02) INTO VERTICAL STUD.
ELEVATION
PLAN
NOTE
Details of fixing to base of flat cross bracing similar.
See Hilti literature for installation method.
Title:
TYPICAL INTEGRAL K BRACING BASE FIXING DETAIL (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
108
A
Approved By:
Date:
A4
EOS Steel frame
EOS Steel frame
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
Simpson Strong Tie HTT5
ADDITIONAL 6 No 5.5
x 25mm TEK SCREWS
(EOS02) TO CONNECT
BRACING TO LADDER
NOGGIN.
FIX BRACED FRAME TO BASE USING SIMPSON STRONG TIE HTT5,
FIXING SPECIFICATION TO BE DETERMINED ON A PROJECT BY
PROJECT BASIS AND MIN. 6 No 5.5 x 25mm TEK
SCREWS (EOS02) INTO VERTICAL STUD.
ELEVATION
ISOMETRIC
Ladder noggin
PLAN
NOTE
Details of fixing to base of flat cross bracing similar.
See Hilti literature for installation method.
Title:
TYPICAL INTEGRAL K BRACING CORNER BASE FIXING DETAIL (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
109
A
Approved By:
Date:
A4
2 No. 5.5 x 50mm Tek screws (EOS04)
@ 600mm c/c's, or similar approved, to be
securely fixed through the OSB into
the head of the frame below.
Note: pilot hole required to
prevent burn out of tek screws.
EOS Steel Frame.
EOS Steel Frame.
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
EOS C - SECTION FLOOR CASSETTE
2 No. 5.5 x 25mm Tek screws (EOS02)
fixed through Z plate into floor cassette at
600mm c/c's. or similar approved
EOS C - SECTION FLOOR CASSETTE
CL
Z plate support - 2mm thick S275 grade galvanised
plate. Depth to suit lattices. Bearing width to suit
wall frame thickness.
EOS Steel Frame.
2 No. 5.5 x 50mm Tek screws (EOS02) fixed through
Z plate into studs in each of the 4 corners of the floor
cassette or similar approved
EOS Steel Frame.
Frames fixed at the head with a Simpson
PWT 200 party wall tie @ 1200mm horiz. c/c's.
Fixed with 2 No. 5.5 x 25mm Tek screws (EOS02)
into each stud. If studs do not line up then fix into
mid noggin.
Plasterboard finishes & insulation
omitted for clarity.
SECTION
NOTE
All EOS floor cassettes are manufactured with 10mm tolerance between the cassette and the steel frame.
Title:
TYPICAL PARTY WALL TO FLOOR CONNECTION DETAIL (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
110
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
Indicative Roof Truss
EOS Steel Frame.
Timber Wall Plate (by others)
Wall Plate Fixed Up Through EOS
Frame With 2 No. 40mm Long Spax
Screws @ 600mm c/c's
(through 3mm pre punched holes)
Plasterboard finishes & insulation
omitted for clarity.
SECTION
NOTE
Additional holding down straps and truss clips may be required to suit roof design. (by others)
Title:
TYPICAL WALL PLATE FIXING DETAIL (roof design by others) (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
111
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
Applicable to load-bearing schemes
Lattice beams manufactured with vertical
studs at support points. Note: Wafer heads
required on bottom fixing to allow bracket
fixing
4 No 5.5 x 25mm Tek screws (EOS02)
fixed through 60 x 60 x 2.5mm angle bracket.
Each lattice beam to have 2 brackets,1 bracket fixed
to each vertical face.
EOS Steel Frame.
5.5 x 25mm Tek screw (EOS02)
fixed through head of frame into bottom chord
of each lattice beam or similar approved
External cladding to suit
clients requirements.
Plasterboard finishes & insulation
omitted for clarity.
SECTION
Title:
EXTERNAL WALL TO LATTICE ROOF FIXING DETAIL (Overhanging eaves) (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
112
A
Approved By:
Date:
A4
TOLERANCES:
Construction tolerances between frames
is -0mm +2mm. Frames are manufactured
and assembled to +0mm -2mm.
Applicable to load-bearing schemes
2 No. 5.5 x 60mm Tek screws (EOS04)
@ 600mm c/c's, or similar approved, to be
securely fixed through the OSB into
the head of the frame below.
Note: pilot hole required to
prevent burn out of tek screws.
2 No. 5.5 x 25mm Tek screws (EOS02)
fixed through Z plate into roof cassette at
600mm c/c's. or similar approved
EOS C - SECTION ROOF CASSETTE
EOS Steel Frame.
Z plate support - 2mm thick S275 grade galvanised
plate. Depth to suit roof cassette. Bearing width to suit
wall frame thickness.
External cladding to suit
clients requirements.
2 No. 5.5 x 50mm Tek screws (EOS04) fixed through
Z plate into studs in each of the 4 corners of the roof
cassette or similar approved
Plasterboard finishes & insulation
omitted for clarity.
SECTION
NOTE
All EOS floor cassettes are manufactured with 10mm tolerance between the cassette and the steel frame.
Title:
EXTERNAL WALL TO ROOF CASSETTE FIXING DETAIL (No overhanging eaves) (LBSO)
STAGE:
Preliminary:
Approval:
Construction:
Drawn By:
Scale:
n.t.s.
Drawing No.
Revision:
113
A
Approved By:
Date: