L4 L3 L4 L3 Concrete infill - 0.12m¢³/m¢² 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

  • 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

    1 4 7

    8 8

    1 6 5

    200

    2 0 0

    200 200

    2 0 0

    2 0 0

    141

    112 200

    1 6

    5

    200 200 200141147

    1 1

    2 1

    2 3

    TJF 01.11.18 1:10

    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

    R E

    T A

    I N

    E D

    F

    A C

    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

  • 1 6

    1 7

    1 3 0

    2

    10

    8

    165

    91 35 35 73

    400

    2 0 0

    16 17 130 4 0 0

    3 5

    2 2 5

    200

    125

    4 2

    1 8 3

    130

    8 9 °

    200

    103

    125

    3 7

    1 0 . 0

    2 4 8

    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.

  • 1 6

    1 7

    1 3

    0

    400

    35

    2 0

    0

    37

    10.0248

    1 3

    0

    1 0

    0

    16 17 130 4 0

    0

    3 5

    2 2

    5

    200

    125

    4 2

    1 8

    3 130

    8 9 °

    200

    103

    125

    3 7

    1 0

    . 0

    2 4

    8

    130100

    10mm radius

    12mm dia

    15mm radius to internal corners

    TJF 24.01.2019 1:10

    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

    2 0 0

    1 5

    1 7

    3 5

    3 5

    1 3 0

    1 2 5

    155 10

    2 0

    0

    20015 17 35 35130 125 1 5

    5 1

    0

    2 2

    5

    200

    125

    130

    15mm radius to internal corners

    TJF 24.01.2019 1:10

    200mm Stepoc - Standard Detai