Builders Metalwork

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Builders Metalwork

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BUILDERS
METALWORK
AU G U S T
03
(22.3)
(35.1)
(35.3)
Hh2
Jh2
Contents
Key
Page
1
SPH Joist Hangers
04
2
Maxi Speedy Joist Hanger
06
3
Speedy Joist Hangers
08
4
Restraint Straps
10
5
Herringbone Joist Struts
11
6
Truss Clip
11
7
Wall Ties
12
8
Safe Edge Frame Cramp
13
9
Steel Air Brick
13
10
Framing Anchors
14
11
Angle Plate
15
12
Angle Bracket
16
13
Timber Connectors
18
BAT-U-Nail Plate
18
Splice Plates
19
Frame Cramp
20
Sole Plate Angles
20
Junction Clip
21
BAT Safeplate
21
Multi-Purpose Fixing Band
21
Soffit Vent Mesh
22
Timber Decking Clip
23
Cobra Wall Movement Joint System
24
Exmet Reinforcement
27
Expamet Brickstrength
28
Scrolled Hip Irons
28
Nails
28
Wall Starter/UniStarter/Multi-Starter
29
14
02
15
16
Steel Lintels – see separate brochure
These products meet the requirements of the BM TRADA
Certification Scheme for Timber Engineering Hardware
Timber Engineering
Hardware
Certificate Number 027/004
Safe working loads are based upon the use of C16 dry
graded timber in Service Class 1 or 2 (Eurocode 5).
16
12
8
1
2
10
9
BUILDERS
METALWORK
4
14
5
6
11
7
03
15
13
3
SPH Joist Hangers
The BAT S.P.H. Joist Hanger is a single piece
timber to masonry hanger.
75mm
Design Features
Installation Requirements
- Single-piece, non- welded construction.
The back face of hanger must be flush
against the wall.
Standard Type ‘S’
- Wider masonry flange to increase loadings
on masonry of compressive strength
2.8N/mm2 and greater.
- Manufactured from 2mm thick
pre-galvanised mild steel to BS EN 10142 :
1991, DX51D + Z600.
- 75mm load bearing surfaces.
- All hangers 150mm deep and over are
manufactured 10mm less to allow for
notching and regularisation of timber joists.
04
- Gusset nail holes are non coaxial.
- Standard available widths 38, 44, 50, 63,
75, 100, 125, 150mm.
The timber joist should be square cut and
butting to the back face of the hanger
(maximum permitted gap 6mm).
A minimum height of 675mm of set masonry
must be in position above the supporting
flange before any load is applied.
Fixing: Nail to the joist through the nail holes
in each side gusset with BAT 3.75 x 30mm
long square twisted sherardised nails.
It is recommended that joists are notched
for the base of the hanger to achieve a level
surface for plasterboarding.
Return Type ‘R’
(‘R’ Type is a Standard type ‘S’ with Return
Plate added), fixed by riveting.
Type ‘R’ and ‘ST’ provide additional location
and alignment during construction.
- Hangers to suit Ι joists and extra wide sizes
(150mm - 225mm) available to special
order. Price and delivery on application.
How to Order/Specify BAT
SPH Joist Hangers
TYPE ‘S’ –
Please state dimensions of joist
(a) depth
(b) width
Minimum box quantity dependent on hanger size.
TYPES ‘R’ & ‘ST’ (made to order) –
If you require advice on applications
of joist hanger types, Expamet’s
Technical Department will be pleased
to assist.
Please state dimensions of joist
Straddle Type ‘ST’
(a) depth
(‘ST’ Type is two Standard Joist Hangers joined
(b) width
together with Jointing Plate), fixed by riveting.
(c) top flange (to suit wall width)
Quantity made to order
Both the ‘R’ and ‘ST’ Type enables the hangers to be
positioned accurately whilst the masonry is built above.
BUILDERS
METALWORK
Safe Working Loads of the S.P.H. Joist Hanger
used with various types of masonry
Safe working loads (kN)
M A S O N RY S T R E N G T H 2 . 8 N / m m 2
Nominal Joist
Depth (mm)
S.P.H. Hanger
Depth (mm)
100
125
150
175
200
225
250
275
100
125
140
165
190
215
240
265
* not available
Joist Widths (mm)
38 to 50
63 to 75
89 to 150
3.08
3.21
3.28
3.40
3.52
3.65
3.65
3.65
2.86
2.98
3.05
3.07
3.29
3.43
3.43
3.43
*
*
*
*
*
*
*
*
Nominal Joist
Depth (mm)
S.P.H. Hanger
Depth (mm)
100
125
150
175
200
225
250
275
100
125
140
165
190
215
240
265
Nominal Joist
Depth (mm)
S.P.H. Hanger
Depth (mm)
100
125
150
175
200
225
250
275
100
125
140
165
190
215
240
265
Joist Widths (mm)
38 to 50
63 to 75
89 to 150
2.84
3.06
3.19
3.41
3.64
3.87
3.87
3.87
2.93
3.18
3.33
3.57
3.83
3.87
3.87
3.87
4.17
4.17
4.08
3.99
3.90
3.81
3.81
3.81
Joist Widths (mm)
38 to 50
63 to 75
89 to 150
2.67
2.86
3.05
3.25
3.44
3.63
3.63
3.63
2.77
2.98
3.19
3.40
3.61
3.82
3.82
3.82
*
*
*
*
*
*
*
*
Nominal Joist
Depth (mm)
S.P.H. Hanger
Depth (mm)
100
125
150
175
200
225
250
275
100
125
140
165
190
215
240
265
Joist Widths (mm)
38 to 50
63 to 75
89 to 150
3.13
3.55
3.80
4.22
4.63
5.05
5.05
5.05
4.29
4.65
4.87
5.22
5.58
5.94
5.94
5.94
4.47
4.47
4.42
4.36
4.31
4.25
4.25
4.25
05
Maxi Speedy
The Maxi Speedy’s are heavy duty hangers for the
support of Timber to Timber or Timber to Masonry,
Concrete, etc with provision for Nailing or Bolting.
Ø4.5
15
40
35
23
Design Features
60
- Manufactured from 1.5mm thick pre-galvanised mild steel to
BS EN 10142 : 1991, DX51D + Z275.
- Nail hole diameter: 4.5mm
Bolt hole diameter: 14mm
55
38, 50, 63, 75, 100mm (122 + 150 for
MS500, 560 + 620 only)
20
- Available widths:
60
- Available in 6 types: MS240; MS335; MS380; MS500; MS560
& MS620.
to 1
50m
m
Ø14
Type 620*
38
M12 Bolts or Coach screws as specified by fixing manufacturer.
Type 560*
Fixing: use BAT 3.75 x 30mm long square twisted sherardised nails.
Type 500*
75
How to Order/Specify – BAT Maxi Speedy
35
Type = Blank Length mm 240/335/380/500/560/620
75
40
23
80*
35
40
23
Bend Lines
Type 240*
Type 335*
Type 380*
Joist Width W
14.5
Steps to specify requirements:
44
1. Joist dimensions:
Double joist depth and add joist width,
ie for joist 225 deep x 38mm wide then:
225 (d) + 225 (d) + 38 (w) = 488mm.
20
06
38
m
Ø4.5
75
225mm
2. The Maxi Speedy blank length
must be less than total calculated
in step 1, therefore select MS38038
(not MS500 as the joist hanger
would stand proud).
38
to 1
00m
d
171mm
Leg Length
38mm
w
* For lengths see calculations
in How to Order.
BUILDERS
METALWORK
Maxi Speedy Permissible Safe Working Loads (kN)
NAILS ONLY
BOLTS ONLY
Type
No. of Nails
Into Face
SWL
kN.
Type
No. of Bolts
Into Face
SWL
kN.
240
12
3.9
240
2
3.6
335
18
5.9
335
4
6.9
380
20
6.5
380
6
10.1
500
32
10.5
500
6
10.1
560
38
11.2
560
6
10.1
620
44
13.0
620
8
13.0
3.75 x 30mm long square twisted sherardised
M12 Bolts
07
COACH SCREWS
Type
No. of Coach
Screws Into Face
MASONRY ANCHORS
SWL
kN.
240
2
3.0
335
4
5.9
380
6
8.6
500
6
8.6
560
6
8.6
620
8
11.1
12mm ø x 63mm long (min). USING STARTER HOLES
Bolt No. of Bolts
Size Into Face
SWL’s for Masonry Strengths of
20N
15N
7N
3.5N
2.8N
5.4kN
2.5kN
1.2kN
1kN
12mm
2
7.2kN
12mm
4
14.4kN 10.5kN
5kN
2.5kN
2kN
12mm
6
21.0kN 15.5kN
7.5kN
3.7kN
3kN
Indicative loads
Speedy Joist Hangers provide a quick and
safe method of joist trimming for light and
medium duty joints.
SHORT-LEG/STANDARDLEG SPEEDY
SPEEDY MINOR
GIRDER SPEEDY
Speedy Joist Hangers
Speedy Joist Hangers provide a quick and
mm
0.9
safe method of joist trimming for light and
SPEEDY MINOR
medium duty joints.
34mm
Ø3.8mm
W = 38 : L = 70
W = 50 : L = 64
• Speedy Minor (SM) –
Light duty applications. 100mm maximum joist
depth to be supported.
• Short Leg (SL) –
L
Medium duty applications. 175mm maximum joist
W
• Standard Leg (ST) & Long Leg (LLS) –
36mm
44mm
Medium duty applications. 225mm maximum joist
• Speedy Girder Truss Shoe (SGTS) –
22 Holes
Ø3.8mm
Designed to offer a safe and economical method of
connecting trusses to girder units. It incorporates a
specially extended bearing surface of 85mm.
• Long Leg Speedy (LLS) –
Medium duty 225mm maximum joist depth.
Suitable for underslung joists (maximum 100mm
drop).
Strap
Side Gusset
0.9mm
SHORT LEG SPEEDY
L
• Girder/Girder Speedy –
W = 38 : L = 191 : H = 76
W = 45 : L = 187 : H = 72
W = 50 : L = 185 : H = 70
For connection of girder trusses.
08
H
25mm
Design Features
- Speedy Hangers
Manufactured from 0.9mm thick pre-galvanised
mild steel to BS EN 10142 : 1991, DX51D + Z275.
Hole diameter: 3.8mm. LLS manufactured from
1.5mm thick material
W
Shoe
50mm
How to Order/Specify
- Girder/Girder Speedy
Manufactured from 3mm thick galvanised mild
steel to BS 729. Hole diameter: 22mm.
Fixing: use BAT 3.75 x 30mm long square twisted
sherardised nails.
For ease of use the legs are adjustable by hand to
suit all varying depths of supporting timber.
The depth of the supporting timber must not be less
than the hanger side gusset height.
Please quote type reference and joist width to be carried.
Type
Joist Width
(mm)
Safe Working
Load (kN)
Speedy Minor
SM
38, 50
1.6
Speedy Short Leg
SL
38, 45, 50
3.4
Standard Leg
ST
38, 45, 50, 63, 75, 100
4.3
Girder Truss Shoe
SGTS
38, 44, 50, 75
7.1
Long Leg
LLS
Girder/Girder Speedy GGTS
38, 50, 63, 75, 100
6.7
80, 105, 120, 155
See BS 5268 : Pt2
BUILDERS
METALWORK
34.5mm
Strap
29 Holes
Ø3.8mm
W = 38
W = 45
W = 50
W = 63
W = 75
W = 100
Side Gusset
L = 278
L = 274
L = 272
L = 266
L = 260
L = 247
X = 112
X = 108
X = 106
X = 100
X = 94
X = 81
0.9mm
36 nail holes
36 nail holes
Nails:
9swg
Nails: x 32mm
long
3.75 xsquare
30mm
twisted
long square
sheradised
twisted
sherardised
W = 38 L = 396
W = 50 L = 390
W = 63 L = 383
W = 75 L = 377
W = 100 L = 365
L
X = 137
X = 131
X = 124
X = 118
X = 106
L
X
W
25mm
50mm
113mm
107mm
X
Shoe
STANDARD LEG SPEEDY (W = 38, 45, 50, 63, 75, 100)
35mm
W
50mm
34 Holes
Ø3.8mm
LONG LEG SPEEDY (W = 38, 50, 63, 75, 100)
44mm
Strap
3 Holes
Ø22mm
W = 38
W = 44
W = 50
W = 75
Side Gusset
L = 271
L = 268
L = 265
L = 252
09
X = 115
X = 112
X = 109
X = 96
1.2mm
25mm
20mm
W = 80
W = 105
W = 120
W = 155
L
L = 500
L = 500
L = 500
L = 500
X = 182
X = 182
X = 182
X = 182
L
X
10 Holes
Ø4mm
25mm
W
X
Shoe
85mm
SPEEDY GIRDER TRUSS SHOE (W = 38, 44, 50, 75)
W
123mm
GIRDER/GIRDER SPEEDY (W = 80, 105, 120, 155)
STANDARD STRAP
M305 STRAP
Straps
BAT straps are manufactured in two types. The
M305 to provide horizontal restraint and Standard
3
3
30
27.5
to provide vertical restraint against wind pressure
and uplift forces.
12.5
Dimensions
12.5
25
Design Features
50
- The straps are manufactured from pre-galvanised steel strips
with zinc coated edges to BS EN 10142 : 1991, DX51D + Z275
or stainless steel to BS EN 10088-1 : 1995 : 1.4301.
- Nominal Dimensions
M305
- 27.5 x 5.0mm
Standard - 27.5 x 2.5mm
The installation of restraint straps must comply with the current
Building Regulations, British Standards BS 5628 : Part 1 and
Part 3 and BS 8103 : Part 1, as well as NHBC recommendations.
- Hole diameters are 6mm and they are holed at 12.5mm
grouped in threes, diagonally across the width of the strap.
When straps are being fixed across joists or trussed rafters
which are parallel with the wall, and where there is a gap
between the wall and the first joist or truss, the gap must
be packed. Noggins must be provided between each joist
or truss.
Fixing for M305 and Standard Straps: use either
No 12 x 50mm wood screws or 4.00 dia x 75mm corrosion
resistant nails.
10
For stainless steel straps, stainless steel fixings must be used.
Anchorage of gable end to roof
structure, M305.
Fixing to wall plate and wall with
one bend.
400
250
100
Floor level straps M305 notched
into parallel joists. Note: Gaps
between masonry and adjacent
joists must be packed.
Floor level straps M305. 150 x 650mm
long once bent and once twisted fixed
to perpendicular joists.
Note: Turn down of the strap must
be in contact with the masonry.
Ordering
When ordering quote the overall length and distance
of bend/twist from END of strap. eg. overall length,
bent at 100mm, bent at 250mm, twisted at 400mm.
If in doubt, provide sketch.
BUILDERS
METALWORK
Herringbone Joist Struts
Herringbone Joist Struts provide stability to floor joists. Expamet Herringbone Joist
Struts significantly reduce labour content in fixing strutting on site.
Fixing Detail
Design Features
9 swg x 32mm Sheradised
Square Twisted Nail
- Manufactured from 1mm thick pre-galvanised mild
steel to BS EN 10142 : DX51D + Z275.
- Suitable for joist widths between 38mm and 63mm,
and joist depths between 150mm and 225mm.
When fixing the second strut a 6mm (approx) gap
should be kept between the struts.
- Available in 3 sizes:
Ref.
HJS400
HJS450
HJS600
Joist Centres
Length
Qty/Box
400mm
450mm
600mm
480mm
523mm
660mm
50
50
50
Length
Joist Span – 2.5m to 4.5m
1 Row at mid span
greater than 4.5m 2 Rows at 1/3 span
positions
30mm
57mm
sherardised nails.
4 Holes (both ends)
Truss Clip
Design Features
11
- Manufactured from 0.9mm thick pre-galvanised
The Bat Truss Clip eliminates the disadvantages
- Hole diameter: 4mm
Height: 117mm
Ref.
Width
of skew nailing trussed rafters to timber wall
plates; damaged connector plates; split rafters
or wall plates.
TC38
TC50
38mm thick truss
50mm thick truss
Qty/Box
200
200
- Other thicknesses of trussed rafters may be
fixed using pairs of BAT Framing Anchors,
type MFAAL and MFAAR.
38 to 50
12 Holes @ 4mmØ
117.5
Fixing: use BAT 3.75 x 30mm long square
twisted sherardised nails.
All nail holes must be filled.
28.5
Safe Working Load – 1.3kN uplift.
0.9
1.0
114.3
25.5 to 31
The timber wall plate must be securely held
down onto the supporting masonry.
POSI-TIE
2 STOREY FRAME TIE
4 STOREY FRAME TIE
CHEVRON TWIST WALL TIE
POWER TIE
Wall Ties
Type Ref.
Material
DD140 Classification
Use
Nominal Cavity Width
(Tie Length)
PT 200
Stainless Steel
Type 4
Masonry
Light Duty
75mm
(200mm long)
PT 225
Stainless Steel
Domestic Housing
up to 2 storey & 10m high
100mm
(225mm long)
SSCD (blue)
Insulation Disc
Type 4
BBA
Certificate No. 97/3368
SSCT
Stainless Steel
BRE
test/assessment to
their performance
specification
– Grade 2 –
Masonry
General Purpose
BRE
test/assessment
Type 5, modified
to suit 4 storey
application
Timber Frame
SSCD (blue)
Insulation Disc
POLI-TIE
50mm
(191mm long)
50mm
SSFS inc. nails
Stainless Steel
SSFT inc. nails
Stainless Steel
SSFN exc. nails
Stainless Steel
PT1 (grey)
Polypropylene
PTD
Insulation disc
PT2 (black)
Polypropylene
PLD
Insulation disc
PTJ4115
Stainless Steel
& Nylon
Type 4
Thin Joint Masonry
50mm
(115mm long)
PTJ4135
Stainless Steel
& Nylon
Type 4
Thin Joint Masonry
75mm
(135mm long)
PTJ4165
Stainless Steel
& Nylon
Type 4
Thin Joint Masonry
100mm
(165mm long)
Domestic Housing
Industrial/Commercial
Timber Frame
Domestic Housing
Type 4
BBA
12
POWER TIE THIN COAT
JOINT SYSTEM
Domestic Housing
& Small Commercial
Type 4
BBA
Masonry
Light Duty
50mm
50mm
(181mm long)
Domestic Housing
Masonry
Light Duty
100mm
(225mm long)
Domestic Housing
DD140 Draft for Development – Wall Ties: Part 2
DD140 Type 4 classification – (Masonry Light Duty)
Despite its provisional status, it is recommended in the
industry and by the NHBC as an alternative to BS1243.
Suitable only for masonry cavity walls, comprising two leaves
of similar thickness in the range 90mm to 150mm, in box-form
domestic dwellings of up to two storeys and not greater than
10m in height.
BUILDERS
METALWORK
Safe Edge Frame Cramp
BAT Safe Edge Frame Cramps provide positive location
of window and door frames to masonry.
Ref and Sizes:
Ref.
Width
Length
Upstand
Qty/Box
SEFC150
SEFC200
SEFC250
28mm
28mm
28mm
100mm
150mm
200mm
50mm
50mm
50mm
250
250
250
Design Features
100
200
100// 150
150 // 200
Manufactured from pre-galvanised steel strip with zinc
coated edges to BS EN 10142 : 1991 DX51D + Z275.
50
50
Fixing: use 2 No 4.5mm nails or No. 8
screws, galvanised or sherardised.
147
12.
36
25.4
6 Dia
4.5
DiaHoles
Holes
280
25.
Steel Air Brick
BAT Air Bricks have been designed to provide the maximum
air flow at the minimum costs and are vermin resistant.
Design Features
- Manufactured from 1mm thick pre-galvanised mild steel to
BS EN 10142 : DX51D + Z275.
- Brown powder coated paint finish to merge in with brick facings.
Ref: AB75 =
222 x 70mm - 5000mm2 air flow 25 per box
The number of air bricks must provide the opening requirements
given in the current Building Regulations.
50
50
4.5 Dia Holes
10 7
12.
2.4
3.0
13
MFAAL
MFABL
MFAC
Framing Anchors
29
29
26
18
BAT Multi-Grip Framing Anchors offer the most effective and
economical method of providing strong, mechanical joints for
26
18
15
framing of timbers
10
35
40
55
60
Five types available: AL, AR, BL, BR and C.
127
MFAAL & MFAAR: for anchoring rafters and trusses to wall plate.
MFABL & MFABR: for anchoring headers to studs, beams to posts
and studs to plates.
for right or left handed use – for anchoring joists
to beams, stringers to headers and hip joints.
MFAC:
TYPE MFAAL
43
32
26
8
33.5
Design Features
15
- Manufactured from 1mm thick pre-galvanised mild steel
to BS EN 10142 : 1991, DX51D + Z275.
15
40
40
60
Overall height:
Hole dimension:
127mm
4mm
Width: 34mm
200 no. per box
60
TYPE MFABL
127
Framing anchors must always be used in pairs to minimise
eccentric loading.
43
32
Recommended fixing: BAT 3.75 x 30mm long square twisted
sherardised nails.
26
8
33.5
Note: Use all available timber facing holes.
10
15
35
40
60
Safe Working Loads:
Longitudinal Loads
14
ds
Loa
ral
e
t
a
L
Types A & B:
longitudinal capacity
1.3kN/pair
127
TYPE MFAC
lateral capacity
1.3kN/pair
Type C:
longitudinal capacity
3.7kN/pair
55
32
32
26
26
11
8
10
20
28
10
20
28
BUILDERS
METALWORK
Steel Beam
Angle Plate
BAT Angle Plates are used as a safe and economical
method of connecting joists to purlins.
Design Features
150mm
minimum
- Manufactured from 2mm thick hot dipped pre-galvanised
- Safe Working Loads: 1 pair = 3.5kN
2 pairs = 7.5kN
Ref: AP30030
300mm x 30mm x 30mm
50 per bag
sherardised nails.
Use all timber facing nail holes.
Minimum timber depth of 150mm.
Timber
packer
in beam
(bolted).
15
Angle Bracket
A
B
38
LIGHT DUTY
60
5.5
2
25
12
60mm x 40mm x 60mm
12 holes @ 4.5mm ø
100 no. per box
12
5.5
BAT Angle Brackets are designed for
multi-purpose fixing applications and
12
18.5
VIEW ON B
5.5
can be used as replacement cleats,
12
25
12
5.5
14
nailed or bolted.
6
11x30
11
14
Ø7
Ø7
16
9
Ø 11
Design Features
- Manufactured from hot dipped pre-galvanised mild
steel to BS EN 10142 : 1991, DX51D + Z275.
- Heavy Duty: HD9090; HD15090; HD150150
2mm thick, ribbed
10
17.5
17.5
35
10
HEAVY DUTY
7
Angle Brackets may be used for timber/timber,
timber/steel and timber/masonry connections.
14
VIEW ON A
16
14
VIEW ON A
- Light Duty: LD60
2mm thick
10
87mm x 87mm x 59mm
16 holes @ 4mm ø
50 no. per box
Ø9
11x30
May be fixed with nails, bolts or coach screws.
59
Ø9
Must be used in pairs.
VIEW ON B
22.5
Safe Working Loads kN (per bracket)
Type
Uplift
Shear
LD60
0.6
0.9
HD9090
0.8
1.8
HD15090
HD150150
0.7
2.3
22.5
32
32
59
17
17
Stiffening Rib
Stiffening Rib
13
Ø 11
A
42
B
Ø9
BS 5268 Pt 2 Long term loads
87
Nails 3.75 x 30mm long square twisted sherardised
17
Ø9
27
87
2
59
VIEW ON C
10
17.5
17.5
BUILDERS
35
10
METALWORK
7
10
Ø9
11x30
63
VIEW ON D
Ø9
63
10
32
10
22.5
7
17
22
Stiffening Rib
11x30
30
C
51
30
HEAVY DUTY
D
90mm x 150mm x 63mm
20 holes @ 4mm ø
50 no. per box
Ø 11
17.5
150
17.5
90 (TYP)
42
Ø9
35
17
Ø9
10
2
90
27
63
11
25
25
30
30
29
6
10
10
Ø9
Ø9
11x30
63
VIEW ON E
Ø9
HEAVY DUTY
150mm x 150mm x 63mm
20 holes @ 4mm ø
40 no. per box
23
54
30
17
26
Stiffening Rib
24
11x30
53
150
Ø9
F
30
E
Ø9
Ø9
10
VIEW ON F
150
2
31
63
Timber Connectors
BAT Timber Connectors are made in accordance with the requirements of BS 1579 ‘specification for connectors
for timber’. Safe working loads, end distances and spacing are all set out in BS 5268 Part 2.
Design Features
Shear Plate
Manufactured in 2 sizes:
SPT67 (150 per box) and
SPT101 (50 per box)
Designed for use with M20 bolt.
Material Specification:
67mm – Manufactured from HRPO
mild steel to BS1449 Part 1 : 1991.
SHEAR PLATE 101
100mm – Cast forging.
Square Plate Washers
Manufactured in 1 size:
SPW50 (50mm square).
To suit 12mm bolt.
250 per box.
Bolts are not supplied
with timber connectors.
SHEAR PLATE 67
Tooth Plate (Round)
Split Ring
50, 63 and 75 diameter. 200, 150
and 100 per box respectively.
SRTC63 (250 per box) and
SRTC100 (100 per box)
Available in both single and double
sided, eg. ref. TCSS; TCDS etc.
Designed for use with M12
and M20 bolts respectively.
Suitable for M12 bolt.
Double bevelled.
Manufactured from pre-galvanised
Manufactured from HRPO mild
steel to BS EN 10142 : DX51D + Z275. steel to BS1449 Part 1 : 1991.
Application Tools
For use with timber connectors.
REF
TYPE
SIZE mm
SRGT63
Split Ring Grooving &Dapping Tool
63mm split ring
DT67
Shear Plate Grooving &Dapping Tool
67mm shear plate
DT101
Shear Plate Grooving &Dapping Tool
101mm plates
354
305
254
BAT-U-Nail Plate
203
152
18
100
51
BAT-U-Nail is a plate system which enables timber structures
152
to be made on site or in the builders workshop, since it is
19
76
4.75±1.5
114
50 .8
Ø3.5
nailed by hand.
12.7
BAT-U-Nail plates are to be fixed on both sides of the timber.
Design Features
Fixing: use BAT 3.75 x 30mm long square twisted sherardised nails –
- Manufactured from 0.9mm pre-galvanised mild
Loading in the direction of the plate stiffening ribs (50.8 nail spacing
direction);
345 N/nail (parallel to timber grain).
145 N/nail (perpendicular to timber grain).
- Widths: 76, 114 and 152mm
- Lengths: 51, 100, 152, 203, 254, 305 and 354mm.
- Various quantities per box.
Ref. eg. BP7651.
Plate compression value 40 N/mm width of plate. To calculate
capacity of connections, the lesser of anchorage, plate compression
and tension should be taken.
Fix in accordance with BS 5268 : Part 2.
BUILDERS
METALWORK
Splice Plates
18mm
Suitable for butt jointing timbers of similar cross section.
Design Features
L61
18mm
- Manufactured from 1.2mm thick pre-galvanised mild
steel to BS EN 10147 : 1992 S280GD + Z275.
400mm
61mm
- Available in 3 types:
L61
61 x 400mm long
L80
80 x 560mm long
L98
98 x 560mm long
18mm
L80
560mm
up to 150mm deep joist
- 8 sets of 4 per box (32 pieces) including nails.
80mm
19
Joint consists of 4 pieces.
L98
560mm
All nail holes must be used.
98mm
Minimum timber thickness 50mm.
Can be used for:
• Replacement of rotten and decayed floor joist ends.
Timber Joist
• Replacement of fire damaged structural timbers.
• Making good localised damage or decay in structural
timber work.
Existing
Joist
Joist
Depth
Splice Plate
Code
Splice Plate
Size (mm)
Resistance
Moment (kNm)
Shear
Capacity (kN)
Approx. Nails
per plate
125
150
L61
18 x 61 x 400
1.5
13
27
175
200
L80
18 x 80 x 560
1.5
13
52
225
250
L98
18 x 98 x 560
1.5
13
65
Frame Cramp
To provide positive location and support of window
from timber framing to resist wind and incidental
loadings.
Design Features
- Manufactured from 0.9mm thick hot dipped galvanised
mild steel to BS EN 10142 : DX51D + Z275.
Ref.
Width
Length
Upstand
Qty/Box
FC1
FC2
76mm
76mm
202mm
212mm
40mm
100
100
sherardised nails.
PLAN VIEW
Sole Plate Angles
20
BAT Sole Plate Angles positively locate timber sole
plates to concrete floor slabs using masonry fixings
as required, without penetrating the dpc.
Design Features
- Manufactured from 0.9mm thick hot dipped galvanised
Ref.
Width
Length
Upstand
Qty/Box
SPA112
SPA162
76mm
76mm
112mm
162mm
40mm
40mm
100
100
BAT Sole Plate Angles may be fixed on the inside of the
sole plate or alternatively fixed under the sole plate with
the upstand on the outside of the sole plate.
Fixing: use 3.75 x 50mm minimum length nails/masonry
nails.
SECTION VIEW
BUILDERS
METALWORK
Junction Clip
Can be used instead of noggins, at wall junctions
and at contact points between ceiling and walls
when fitted at 300mm centres.
BAT Safeplate
Design Features
For protection of plumbing and electrical wiring against random
- Manufactured from 1mm hot dipped galvanised mild
Ref: JC1
250 per box.
nailing into studs.
Design Features
- Manufactured from 1mm hot dipped galvanised
sherardised nails or ordinary plasterboard nails.
Ref: SAF1
90 x 54mm
200 per box
Use wherever services occur within 75mm of face of plasterboard or
100mm of surface of floor deck.
Fixing: Tap in with hammer.
Multi-Purpose Fixing Band
21
6.25 Dia
3.8 Dia
10
31
4
12
Expamet Fixing Band is an easy-to-use coil strip
designed for all types of light fixing applications.
Design Features
17
20 x 1.0mm
10 Metre Coil
58
Pitch
31
29
- Manufactured from hot dipped galvanised mild steel to
BS EN 10142 : DX51D + Z275.
- Available in 3 sizes
Ref.
Width
MFBA
20mm
MFBB
20mm
MFBA/20 20mm
Thickness
Length
1.0mm
0.7mm
1.0mm
10 metre coil
10 metre coil
20 metre coil
sherardised nails, screws or bolts.
Not to be used below ground.
Pipe fixing, General support
& Duct work
Clamping, Bracing &
Restraining
Timber repair...
Fencing, Garden Sheds etc
Soffit Vent Mesh
The provision of eaves vents to limit condensation risk is a
requirement of the Building Regulations.
Expamet expanded stainless steel is used over the vents to exclude birds
and insects. This mesh is an economical material for the purpose. It is
readily adaptable to various eaves details, is light in weight and easy to
handle on site. Coils of mesh in convenient dispensers make site work
easier and avoid wastage.
Design Features
- Manufactured from stainless steel to BS EN 10088-1 : 1995 : 1.4404.
- Approx. weight 0.370kg/m2.
Ref: SVM1 30m x 75mm.
Mesh bent to
shape required
Also available in various widths for use as flymesh or ventilation mesh.
Mesh fixed to
rear of soffit
board
Stainless steel nails or staples should be used for fixing the eaves
vent mesh.
Mesh held in position
by soffit board
Closed area 34%. The vent gap should be increased to 15mm or 38mm
to compensate.
Predrilled
ventilation
hole
Soffit mesh fixed
along the back of
fascia board
22
Mesh is fixed to
rafter ends, bent
and returned to
underside
Mesh fixed to rear
of fascia prior
to fixing fascia
Fascia and soffit
boards are then
fixed
Mesh bent to
shape required
and compressed
to fill gap on fixing
of fascia board
Examples of Applications
75 x 50mm
fixing block
Soffit board
rebated to
fascia board
Mesh fixed to soffit
board prior to fixing
of soffit board
Mesh bent to
shape required
BUILDERS
METALWORK
Timber Decking Clip
Bat Timber Decking Clips enable the installation of
deckboards to be quick and simple.
Design Features
- Easy to install deckboards - clip one side and skew-nail fix
the other side.
- Ensures an unmarked deck surface
• no visible nail holes
• no water pools
• no hot spots
• no rust stains
- Galvanised for corrosion protection.
- Suitable for use with complex patterns.
1. Fasten both edges of the first deckboard to each joist by skew-nailing with hot-dipped
galvanised nails.
2. Set the deckboard on edge and use the locator prongs to position the timber decking clip tight
against the bottom of the deckboard (within 50mm of each joist - but not on the joist itself ).
Fasten with 30 x 2.65mm dia hot-dipped galvanised nails. These must be fitted as tightly as
possible to the bottom of the deckboard.
3. Place the deckboard so that the timber decking clips slide tightly under the previously
anchored deckboard.
4. Ensure the new deckboard sits tight against the anchored deckboard.
5. Skew-nail the front edge of the deckboard into the top of each joist. The deckboard is now
tightly anchored on both edges.
6. Repeat the above steps for each board on the deck and anchor the final edge by skew-nailing.
The result is a smooth, unmarked deck surface with a longer life and easier maintenance.
Board Thickness (mm) Nail size (mm)
28 - 34
65 x 2.65
35 or greater
75 x 3.75
Alternatively, comparable corrosion
resistant screws with pilot holes can
be used.
Deckboards can be laid in a number of different ways. It is important that you decide on the
deckboard layout before assembling the support joists, as some patterns will affect the spacing
and number of joists, e.g. a double joist will be needed for a chevron style layout.
A Note on Butting Deckboards
Unless your deck size uses standard timber lengths, you will need to stagger boards to cover the
deck area. For safety and to prevent movement, staggered deckboards must meet over a joist.
Nail two short lengths on either side of the joist, for an adequate skew-nailing surface.
23
CERTIFICATE No. 99/3574
EXPAMET
Wall Movement Joint System
For professional control of movement in masonry. Ties, Seals &
Fireproofs Wall Movement Joints Fast.
Design Features
- Expamet Cobra Intumescent and standard foam joints offer 0, 2 or 4 hour
fire protection options.
- Repairs existing failed wall expansion or contraction joints fast.
- Expamet Cobra movement wall ties for In-line or 900 wall expansion joints.
- Expamet Cobra Ties suit most standard expansion joint materials and are
easy to install at 450mm centres.
- Expamet Cobra Ties will accommodate up to 10mm vertical movement.
- Column or 900 Ties are complete with screws, plugs and washers.
- Suits all wall widths 90-300mm wide.
- BBA Approved. Certificate No. 99/3574.
Instructions
For In-Line Wall Expansion Joints
For Single Walls
1. Build one side of expansion joint wall, building in Expamet Cobra Movement Ties at maximum 450mm centres (every other block
course) with the non-sleeved end of the tie fully embedded up to the location lugs/sleeve stop (see Fig. 1). Position the tie in the centre
of the wall to allow for the expansion foam strips either side (see Fig. 2).
2. When the first wall has set, build the second side of the expansion joint wall to the desired gap (10-16mm).
3. The 1.2m intumescent foam must always be placed to the inner side of the wall. Butt joint the second 1.2m length of intumescent
foam above the first and complete the full wall height up to 2.4m. Additional Expamet Cobra Movement Ties will be needed if the wall
exceeds 2.4m high.
4. When the wall has set, compress and feed the 2.4m outer foam into the gap from top to bottom cutting off any surplus foam.
Rebate approximately 6mm in from the external face of the wall.
24
5. For External Walls (additional protection) if joint is open to direct moisture use a silicone mastic seal from
top to bottom of the wall joint, the standard foam will act as the backing for the mastic joint.
Cavity Walls
Fix as above but stagger Expamet Cobra Movement Ties (225mm vertical offset between leaves) to allow
a cavity wall tie to be built at 225mm centres.
For Column or 90° Wall Expansion Joints
1. Drill and fix the 5 No. Expamet Cobra Movement Ties to the column or existing wall at 450mm maximum
centres leaving the coachscrew lightly tightened to allow the tie to slide into position easily. When the
course is level tighten up the coachscrew fully. Repeat to full wall height.
2. Build the new wall allowing 10-16mm gap between new and existing wall/column.
3, 4, 5 as above
Repair of Existing Failed Wall Expansion Joints
Rake out the old joint from the wall, compress and push in the standard or intumescent foam strips into the gap from top to bottom.
Rebating approximately 6mm from the external face of the wall.
If the joint is exposed to direct moisture use a silicone mastic seal from top to bottom of the rebated gap. The foam will act as the
backing for the mastic.
BUILDERS
METALWORK
450
2400
Intumescent foam
to inside.
Fig. 2
225
Fig. 1
Push standard
foam into outer face
of wall after wall has set.
Expamet Cobra Movement Ties
(Normal spacing 450mm centres) Suits gap 10-20mm
In-line Ties
Stainless Steel, slotted flat tie:
220 x 25 x 2.5mm.
Ref
Description
CDT
5 ties & pvc sleeves/pack (to suit 2.4m)
25
50 ties only
Stainless Steel, slotted 90o bent tie:
220 0/a x 25 x 2.5mm.
Ref
Description
CCT
5 ties & pvc sleeves & fixing/pack (to suit 2.4m)
CCT50
50 ties only
Inside Face
900 Ties
120mm
25mm
Exposed Face
CDT50
100mm
50mm
130mm
Sleeve stop and embedment location lugs
(Use 10mm Drill)
30mm M6
50mm M6
PVC Sleeve
Description
CTS
100 pvc sleeves/pack
Exposed Face
Ref
95mm
44mm
Inside Face
For use with In-line and 90o ties:
125 x 35 x 5mm.
130mm
Structural Performance
Materials
Characteristic shear loads for Expamet Cobra ties embedded
in mortar designation (IV) to BS5628 : Part 1 : 1992 tested at
maximum 20mm gap. Values per single tie:
Expamet Cobra Ties
Loading
In-Line Tie
90° Tie
Lateral
2.2kN
0.7kN
Vertical
2.5kN
0.7kN
Stainless Steel to BS EN 10088-1 : 1995 : 1.4301
Sleeve
30 x 130 PVC.
Screws & Washers
Stainless steel grade 304
Plugs
High density polyurethane
Expamet Cobra Joints
The provision of movement joints shall be in accordance
with the recommendations of BS 5628 : Part 3 : 1985
Fire Retardent Foam:
Polyurethane, 20mm thick x 30mm wide x 2.4m high.
Fire Performance
Tested to BS 476 : Part 20 : 1987.
Cobra Intumescent Foam:
Graphite base, 2.4mm x 30mm x 2.4m high, bonded to
15mm x 30mm x 2.4m high fire retardent foam (supplied in
2 lengths of 1.2m).
Thermal Resistance
Movement
The thermal resistance of the Expamet Cobra foam joint is
such that it will not constitute a cold bridge.
Expamet Cobra masonry movement joints are suitable for use to
accommodate longitudinal expansion and/or contraction, and up
to 10mm vertical movement in brick or blockwork masonry.
Expamet Cobra CF0, CF2 and CF4 joints shown will have
0 hour, 2 hour and 4 hour fire resistance respectively.
Expamet Cobra Foam Wall Expansion Joints
0 hours Fire Seal
Suit gap 10-16mm
2 No. 2.4m x 30mm Fire Retardant Foam
CF0
2 hours Fire Seal
Suit gap 10-16mm
1 No. 2.4m x 30mm Intumescent Foam
CF2
1 No. 2.4m x 30mm Fire Retardant Foam
4 hours Fire Seal
Suit gap 10-16mm
2 No. 2.4m x 30mm Intumescent Foam
CF4
26
Expamet Cobra Patent Stainless Steel Movement Ties
For in-line Expansion Joints
Suit gap 10-20mm
5 No. Expamet Cobra Inline Movement Ties 220 x 25 x 2.5mm
CDT
For Column or 90° Expansion Joints
Suit gap 10-20mm
5 No. Expamet Cobra 90° Movement Ties 220 overall x 25 x 2.5mm
CCT
5 No. 50mm x M6 stainless steel screws, plugs & washers
Selection Chart - Fire Seal Options
0 hour
2 hour
4 hour
Fire Retardant foam
2.4m x 30mm (0 hours fire seal)
Intumescent foam
2.4m x 30mm (2 hours fire seal)
CFO
CF2
CF4
BUILDERS
METALWORK
Exmet Reinforcement
In stainless steel for brickwork,
blockwork and partitions
(conforms to the requirements
of BS5628: Part 3: 1985).
Reinforced brickwork is preferable to unreinforced in all types of building
because steel reinforcement adds tensile strength to the inherent compressive
strength of this traditional construction method.
Reasons why you should select stainless steel Exmet for
reinforcing brickwork.
- Exmet is a length of expanded steel mesh with continuity of steel throughout.
- Exmet has no joints, welds or interweaving to fail under stress.
- Once mortared into brickwork the diamond-shaped meshes are anchored
immovably so that the reinforcement cannot slip under tension.
Stainless steel Exmet for brickwork
Ref
Material
Thickness
(mm)
Coil Size
Width
(mm)
Coil Size
Length
(m)
Suitable for Minimum
Wall Thickness
(mm)
768
0.3
65
20
75
769
0.3
115
20
140
770
0.3
175
20
190
771
0.3
225
20
250
Stainless steel Exmet is manufactured from stainless steel to
BS EN 10088-1 : 1995 : 1.4301, (grade 304/S15).
Exmet is easily cut on site with tin snips.
Reinforcement at special points
Past experience has shown that Exmet is particularly desirable in footings, sleeper walls, cornices and parapets; also over
openings for windows, doors, etc.
Solid and hollow walls
Normally the brickwork alone is of sufficient strength but in circumstances where greater strength is required to allow for
uneven settlement and movement in buildings it is desirable to use Exmet reinforcement in the joints. Exmet not only assists
in distributing the loads evenly but reduces the possibility of cracking so common in these conditions.
27
Using stainless steel Exmet in brickwork and blockwork
Location of the reinforcement in brickwork and blockwork
When laid flat it should be set in the bed joints with its outer edge about 25mm from
the face of the masonry.
Where it is necessary to join the strips at ends, an overlap of not less than 75mm
should be provided.
In all cases the reinforcement must be completely embedded in the mortar.
Effective quantities of reinforcement
Exmet should be placed in every third brickwork bed joint or every blockwork bed joint.
Combinations of different widths of Exmet may be used to suit any wall thickness.
Expamet Brickstrength
Bed Joint Reinforcement (Stainless Steel) steel type : BS EN 10088-1, 1.4301
Ref No.
Depth
Width
(mm)
Length
(mm)
Wire Diameter
(mm)
SBS4060
60
3050
4.0
SBS40100
100
3050
4.0
SBS40150
150
3050
4.0
SBS40175
175
3050
4.0
SBS40200
200
3050
4.0
Scrolled Hip Irons
Nails
28
Designed to provide decorative restraint when bedding hip tiles.
Stainless Steel Annular Ring Nails
Ref
HIP2003
HIP2503
HIP3003
HIP3004
SSRN 3.35 x 50mm
Material
Galvanised
Galvanised
Galvanised
Galvanised
Length x Width x Thick
200mm x 25mm x 3mm
250mm x 25mm x 3mm
300mm x 25mm x 3mm
300mm x 25mm x 4mm
Height
100mm
150mm
150mm
150mm
1000 per box
Sherardised Nails
SN32 BAT 3.75 x 30mm twisted 1000 per box
SN321 BAT 3.75 x 30mm twisted 10000 per box
BUILDERS
METALWORK
Wall Starters, UniStarters
& Multi-Starters
The quick, easy-to-fix way to tie-in new walls to existing walls without cutting out brickwork.
Suitable for walls of up to three storeys high, ie up to 8m maximum.
Wall Starters
Ref
Description
Type
Wall Thickness
WS060
Stainless Steel
Single Flange Integral Tie
60 - 75mm
WS090
Stainless Steel
100 - 115mm
WS120
Stainless Steel
125 - 180mm
WS185
Stainless Steel
190 - 260mm
WGC060
Plastisol Coated Galv
60 - 75mm
WGC090
100 - 115mm
WGC120
125 - 180mm
WGC 185
190 - 260mm
UWSS
Stainless Steel
No Flange Integral Tie
Up to 250mm
UWGC
No Flange Integral Tie
Up to 250mm
UniStarters
Multi-Starters
MSSS
Stainless Steel
No Flange Turn-n-slide Ties Up to 250mm
MSGC
No Flange Turn-n-slide Ties Up to 250mm
MSGFIX
Fixing Pack
MSGFIX
Stainless Steel
Fixing Pack
Contains 10 ties,
5 screws, plugs
& washers
Wall Starters
UniStarters
Individual products designed for speciﬁc widths of new walls
The universal wallstarter for any wall
There are four ‘flanged’ products in the Expamet Wall Starter range,
each designed for a specific wall widths, from 60mm to 260mm thick.
The flat flange-free design of Expamet UniStarters means
they can be used to construct any wall between 75mm
and 250mm thick – one product, multiple applications.
Stainless Steel
Ref. WS060
Stainless Steel
Ref. WS090
Stainless Steel
Ref. WS120
Stainless Steel
Ref. WS185
Plastisol Coated
Galvanised Steel
Ref. WGC060
Plastisol Coated
Galvanised Steel
Ref. WGC090
Plastisol Coated
Galvanised Steel
Ref. WGC120
Plastisol Coated
Galvanised Steel
Ref. WGC185
For lightweight
block walls 60
to 75mm thick.
For brick or block
walls 100
to 115mm thick.
For brick or block
walls 125
to 180mm thick.
For brick or block
walls 190
to 260mm thick.
Stainless Steel
Ref. UWSS
Plastisol Coated
Galvanised Steel
Ref. UWGC
29
Fixing Details
e
in
Tie-l
The distance
between the
flanges sets
the cavity
width.
WALL STARTERS
CAVITY WALLS – Brick & Block
The left hand Wall Starter is fixed with
its ties extending upwards ready for
bending down into the mortar courses.
The right hand Wall Starter is inverted
and fixed with the ties extending
downwards.
e
in
Tie-l
They must then be bent upwards ready
for setting into the mortar course as
the wall is built.
UNISTARTERS
Dimension
to suit
centralising
of UniStarters
in leaves of
new wall.
e
Tie-lin
joining adjacent Wall
Starters, and UniStarters
fixing
points
675
slot
flat slot
CAVITY WALLS – Brick & Block
UniStarters are fixed with their ties
extending upwards ready for bending
down into the mortar courses.
The right hand UniStarter is higher
to allow the tie to bed into the first
blockwork mortar course.
e
Tie-lin
either
hole
may be
used
450
25
drill, plug and
fix using fixings
supplied
675
either
hole
may be
used
450
Additional fixing packs available.
Wall Starters/UniStarters
(5 screws, plugs and washers)
Ref: WSF
Wall Starter & UniStarter Installation
30
• Suitable for both metric and imperial brick/block sizes.
• Integral ties are designed to tie into every (225mm deep)
block course or every third course of (75mm deep) bricks.
• Each pack contains two 1175mm lengths. Slotted holes at
each end allow easy connection of one length to the next.
• Full fixing instructions and all necessary coach screws,
washers and plugs are provided. Only 5 fixings are
needed for the two lengths (Type 120 and 185 Wall
Starters are supplied with 10 fixings). The only tools
you need are: spirit level, drill (with 10mm masonry bit)
and 10mm spanner.
• Miscoursing of up to 50mm can be solved by simply
bending integral ties to suit. This will reduce the length
of ‘built-in’ tie, but it still meets relevant test criteria.
• All products are designed to allow up to 10mm vertical
movement.
• If the upper end of the product extends past the top line
of your wall, use tin-snips or a hacksaw to cut off the
excess and attach using the remaining top fixing hole.
• Align the centreline of the UniStarter with the centre of
the new wall. Align the flanged edge of the Wall Starter
to the front or back of the new wall.
• For cavity walls, each leaf will require a separate starter.
• All external walls require a 10mm wide weather seal
to be fitted between the product and the existing wall.
• In exposed locations (or to meet Local Authority
specifications), a vertical DPC should be cut into the
existing wall prior to fixing the product.
BUILDERS
METALWORK
Multi-Starters
Featuring a ‘turn-n-slide tie’ to accommodate all sizes of
brick/block.
The Multi-Starter is suitable for all wall widths from 60mm-250mm.
Installation
• The turn-n-slide ties enable the starter to be tied into any course
the builder wishes, ideally every (225mm deep) block course or
every third course of (75mm deep) bricks.
• Each pack contains two 1165mm lengths. Slots at each end allow
easy connection of one length to the next.
• For more information see Wall Starter & UniStarter installation
details on previous page.
Stainless Steel
Ref. MSSS
Plastisol Coated Galvanised Steel
Ref. MSGC
Fixing Details
Insert
Turn
Fixing points
Slide
Joining adjacent
Multi-Starters
(anti-clockwise)
Additional fixing packs available.
Multi-Starter
(10 ties, 5 screws, plugs and washers)
Ref: MSGFIX Plastisol Coated Galvanised
Ref: MSSFIX Stainless Steel
Drill, plug
and fix using fixings
supplied
For Masonry Movement Joint
applications – use Expamet Cobra
Movement Ties.
PLUMB
DRILL
FIX
BUILD
Ensure existing wall is sound and
clean. Locate the starter above the
DPC. Plumb the section and mark
positions of the fixing holes.
Drill and plug the existing wall,
taking care to avoid mortar joints.
Lightly screw the first length to
the existing wall over weatherseal if
required, then plumb, mark and drill
out the next starter. Make sure that
the slot at the end of one length always
lies on top of the slot of the adjacent
length. Tighten all screws when all
required lengths are in position.
Lay bricks or blocks, be sure to bed
them with mortar against the starter.
Multi-Starter:
Turn-n-slide ties
into the mortar as
you build.
Wall Starters and
UniStarters:
Bend ties into the
mortar as you build.
Seal vertical joint with proprietary
flexible sealant.
31
PO Box 52, Greatham Street, Longhill Industrial Estate (North), Hartlepool
TS25 1PR England
TELEPHONE
General: +44 (0)1429 866688 Sales: +44 (0)1429 866611
Fax: +44 (0)1429 866633 E-mail: [email protected]
Technical: +44 (0)1429 866655 Tech E-mail: [email protected]
Website:
www.expamet.co.uk
SALES OFFICE
DUBLIN: Westlink Industrial Estate, Kylemore Road, Ballyfermot, D10
Tel: 00-3531 626 5981 Fax: 00-3531 626 7802 E-mail: [email protected]
The company policy is one of continuous development, we therefore reserve the right to alter
specifications, etc. without notice. Stock material may be collected from company depots for
cash or by prior arrangement. Customers are advised to check availability of material.
COSHH We are not aware of any risk to the person arising from chemicals or other substances
present on or in our products.
However, there exists the possibility of superficial injury from edges of relatively thin gauge
metals but this is obvious and arises largely from careless handling. It is akin to the risk from
timber splinters or any sharp corner.
FM 36694
EMS 45225
Quality Assurance BS EN ISO 9002:1994 and ISO 14001 Registered Firms Certiﬁcate No. FM36694, EMS 45225
Expamet Building Products is a subsidiary of The Expanded Metal Company Limited.

Builders Metalwork

Transcrição

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