L4 L3 L4 L3 Concrete infill - 0.12m³/m² L4... Rev Approved ByDate Drawing is supplied by Anderton...
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TJF 24.01.2019 1:10 200mm Stepoc - Standard Details ISOMETRIC SHOWING 200MM STEPOC 90º TERMINAL END ST-200-END L3 L3 Direction of build Blocks are taken to be Full Length Standard Blocks (L2) unless otherwise marked Full Length Plain End (L3) L4 L4 L4 Full Length Standard (L2) Half Length Plain End (L4) Title Project Drawn By Part Number Date Scale Anderton Concrete Ltd. 2019 © Units 1 & 2, Cosgrove Business Park Soot Hill, Anderton Northwich Cheshire CW9 6AA Tel: 0333 234 3434 www.andertonconcrete.co.uk Rev Approved By Date Drawing is supplied by Anderton Concrete Ltd and must not be reproduced or shown to others without prior written consent. C NOTES: Stepoc 200 will accommodate a single layer of reinforcement only and is laid in half bond. The first course is mortar bedded to ensure it is completely level. Please ensure all calculations are carried out using the correct values for the position of the reinforcement and in accordance with the relevant design standard. Corner and End Details should be constructed first and any cut blocks incorporated towards the centre of the walling section. Movement joints should be incorporated at maximum 20m centers using the End Detail to finish and start the wall. Concrete should be to Structural Engineers specification but no less than C32/40 specification with a slump of no less than 150mm (S4) and a maximum aggregate size of 10mm. Cover to vertical reinforcement should a minimum of 40mm Maximum pour height - 8 courses (1.8m) Concrete infill - 0.12m³/m²
Transcript of L4 L3 L4 L3 Concrete infill - 0.12m³/m² L4... Rev Approved ByDate Drawing is supplied by Anderton...
TJF 24.01.20191:10
200mm Stepoc - Standard Details
ISOMETRIC SHOWING 200MM STEPOC 90º
TERMINAL END
ST-200-END
L3
L3
Direction of build
Blocks are taken to be Full Length Standard Blocks (L2) unless otherwise marked
Full Length Plain End (L3)
L4
L4
L4
Full Length Standard (L2)
Half Length Plain End (L4)
Title
Project
Drawn By
Part Number
Date Scale
Anderton Concrete Ltd. 2019 ©
Units 1 & 2, Cosgrove Business Park
Soot Hill, Anderton
Northwich
Cheshire
CW9 6AA
Tel: 0333 234 3434
www.andertonconcrete.co.uk
Rev
Approved By Date
Drawing is supplied by Anderton Concrete Ltd and must not be
reproduced or shown to others without prior written consent.
C
NOTES:
Stepoc 200 will accommodate a single layer of
reinforcement only and is laid in half bond. The first course
is mortar bedded to ensure it is completely level.
Please ensure all calculations are carried out using the
correct values for the position of the reinforcement and in
accordance with the relevant design standard.
Corner and End Details should be constructed first and any
cut blocks incorporated towards the centre of the walling
section.
Movement joints should be incorporated at maximum 20m
centers using the End Detail to finish and start the wall.
Concrete should be to Structural Engineers specification but
no less than C32/40 specification with a slump of no less
than 150mm (S4) and a maximum aggregate size of 10mm.
Cover to vertical reinforcement should a minimum of 40mm
Maximum pour height - 8 courses (1.8m)
Concrete infill - 0.12m³/m²
TJF 21.05.2019
1:10
200mm Stepoc - Standard Details
ISOMETRIC SHOWING 200MM
STEPOC 90º CORNER
ST-200-CRN
L3
L3
L3
L3
L3
The corner pieces have a notch cut out of the side and end walls on site, as
shown here This is to allow the horizontal reinforcement to
continue around the corner
Direction of build
Blocks are taken to be Full Length Standard Blocks (L2) unless otherwise marked
Full Length Standard Blocks (L2)
Full Length Plain Blocks (L3)
Title
Project
Drawn By
Part Number
Date Scale
Anderton Concrete Ltd. 2019 ©
Units 1 & 2, Cosgrove Business Park
Soot Hill, Anderton
Northwich
Cheshire
CW9 6AA
Tel: 0333 234 3434
www.andertonconcrete.co.uk
Rev
Approved By Date
Drawing is supplied by Anderton Concrete Ltd and must not be
reproduced or shown to others without prior written consent.
NOTES:
Stepoc 200 will accommodate a single layer of reinforcement only and is laid
in half bond. The first course is mortar bedded to ensure it is completely level.
Please ensure all calculations are carried out using the correct values for the
position of the reinforcement and in accordance with the relevant design
standard.
Corner and End Details should be constructed first and any cut blocks
incorporated towards the centre of the walling section.
Movement joints should be incorporated at maximum 20m centers using the
End Detail to finish and start the wall.
Concrete should be to Structural Engineers specification but no less than
C32/40 specification with a slump of no less than 150mm (S4) and a
maximum aggregate size of 10mm. Cover to vertical reinforcement should a
minimum of 40mm
Maximum pour height - 8 courses (1.8m)
Concrete infill - 0.12m³/m²
E
88
171 200
147
88
165
200
200
200 200
200
200
141
112 200
16
5
200 200 200141147
11
21
23
TJF 01.11.181:10
200mm Stepoc - Standard Details
ISOMETRIC SHOWING 200MM
STEPOC REBAR SPACING
ST-200-REBAR
Consideration should be given to the avoidance of
creep when setting out the vertical reinforcing bars
The corner pieces have a notch cut out of the side and end walls on
site, as shown here This is to allow the horizontal reinforcement to
continue around the corner
RETAINED FACE
RETAINED FACE
RE
TA
IN
ED
F
AC
E
Title
Project
Drawn By
Part Number
Date Scale
Anderton Concrete Ltd. 2019 ©
Units 1 & 2, Cosgrove Business Park
Soot Hill, Anderton
Northwich
Cheshire
CW9 6AA
Tel: 0333 234 3434
www.andertonconcrete.co.uk
Rev
Approved By Date
Drawing is supplied by Anderton Concrete Ltd and must not be
reproduced or shown to others without prior written consent.
(Based on 12mm horizontal & vertical reinforcing bars)
C
10
Flexible Joint Filler
Mastic Sealant
Title
Project
Drawn By
Part Number
Date Scale
Anderton Concrete Ltd. 2019 ©
Units 1 & 2, Cosgrove Business Park
Soot Hill, Anderton
Northwich
Cheshire
CW9 6AA
Tel: 0333 234 3434
www.andertonconcrete.co.uk
Rev
Approved By Date
Drawing is supplied by Anderton Concrete Ltd and must not be
reproduced or shown to others without prior written consent.
Movement Joint Detail
200mm Stepoc - Standard Details
ST-200-MJ
TJF 21.05.2019 NTS
NOTES:
Stepoc 200 will accommodate a single layer of
reinforcement only and is laid in half bond. The first course
is mortar bedded to ensure it is completely level.
Please ensure all calculations are carried out using the
correct values for the position of the reinforcement and in
accordance with the relevant design standard.
Corner and End Details should be constructed first and any
cut blocks incorporated towards the center of the walling
section.
Movement joints should be incorporated at maximum 20m
centers using the End Detail to finish and start the wall.
Final decision shold lie with the Structural Engineer
Reinforcement shown at minimum possible centers. Final
design may allow for increased centers however these
must still be multiples of 200mm.
Concrete should be to Structural Engineers specification
but no less than a C32/40 specification with a slump of no
less than 150mm (S4) and a maximum aggregate size of
10mm. Cover to vertical reinforcement should always be
minimum 40mm.
Concrete infill - 0.12m³/m²
Terminal End Detail (see ST-200-END)
Terminal End Detail (see ST-200-END)
C
16
17
130
2
10
8
165
91 35 35 73
400
200
16 17 130 400
35
225
200
125
42
183
130
89°
200
103
125
37
10.0
248
130100
10mm radius
12mm dia
15mm radius to internal corners
TJF 24.01.2019 1:10
200mm Stepoc - Standard Details
FULL LENGTH STANDARD (L2)
ST-200-L2
Title
Project
Drawn By
Drawing Number
Date Scale
Anderton Concrete Ltd. 2019 ©
Units 1 & 2, Cosgrove Business Park
Soot Hill, Anderton
Northwich
Cheshire
CW9 6AA
Tel: 0333 234 3434
www.andertonconcrete.co.uk
Rev
Approved By Date
Drawing is supplied by Anderton Concrete Ltd and must not be reproduced or shown to others
without prior written consent.
16
17
13
0
400
35
20
0
37
10.0248
13
0
10
0
16 17 130 40
0
35
22
5
200
125
42
18
3130
89°
200
103
125
37
10
.0
24
8
130100
10mm radius
12mm dia
15mm radius to internal corners
TJF 24.01.20191:10
200mm Stepoc - Standard Details
FULL LENGTH PLAIN (L3)
ST-200-L3
Title
Project
Drawn By
Drawing Number
Date Scale
Anderton Concrete Ltd. 2019 ©
Units 1 & 2, Cosgrove Business Park
Soot Hill, Anderton
Northwich
Cheshire
CW9 6AA
Tel: 0333 234 3434
www.andertonconcrete.co.uk
Rev
Approved By Date
Drawing is supplied by Anderton Concrete Ltd and must not be reproduced or shown to others
without prior written consent.
200
200
15
17
35
35
130
125
155 10
20
0
20015 17 35 35130 125 15
51
0
22
5
200
125
130
15mm radius to internal corners
TJF 24.01.20191:10
200mm Stepoc - Standard Details
HALF LENGTH PLAIN (L4)
ST-200-L4
Title
Project
Drawn By
Drawing Number
Date Scale
Anderton Concrete Ltd. 2019 ©
Units 1 & 2, Cosgrove Business Park
Soot Hill, Anderton
Northwich
Cheshire
CW9 6AA
Tel: 0333 234 3434
www.andertonconcrete.co.uk
Rev
Approved By Date
Drawing is supplied by Anderton Concrete Ltd and must not be reproduced or shown to others
without prior written consent.
