FRONT ELEVATION SIDE ELEVATION REAR ELEVATION 2020. 8. 18.¢  FRONT ELEVATION AS PROPOSED...

FRONT ELEVATION SIDE ELEVATION REAR ELEVATION 2020. 8. 18.¢  FRONT ELEVATION AS PROPOSED SIDE ELEVATION
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Transcript of FRONT ELEVATION SIDE ELEVATION REAR ELEVATION 2020. 8. 18.¢  FRONT ELEVATION AS PROPOSED...

  • Bedroom

    W

    Kitchen

    Landing

    Bath

    St

    Neighbours Garage

    Neighbours

    Hall

    Store

    Garage Garage Neighbours

    Garage Garage

    Store

    Kitchen C

    o a

    ts

    Dining /Family

    Bedroom

    W

    Landing Lounge

    Bath

    St

    Lounge

    Study

    Bins

    1 2

    0 0

    S 2 0 0

    200

    A

    A

    1630 3620 12990

    2659240079291756 1864

    2 8

    8 0

    5 1

    8 0

    2 3

    0 0

    B

    B80 0

    2 2

    3 0

    2 2

    3 0

    4660

    1 2

    0 0

    1200 1200

    S

    S

    2,400mm 600mm

    Kitchen

    8 4

    0 0

    3 6

    0 0

    4 8

    0 0

    2,400mm 600mm

    PorchDining / Family

    8 0 0

    1 2

    0 0

    Roof timbers and wall plate to be secured to walls with galvanized straps spaced at maximum 2m centres with a minimum length of 1.2M. To be fixed vertically to masonry walls with mechanical fixings suitable for design requirements in accordance with manufactures details. Lowest fixing within 150mm of bottom of strap.

    Each rafter fixed to wall plate with framing anchors or skew nails.

    Nogging

    Pack

    Internal block wall.

    Galvanised steel restraint straps should be provided at roof level. To be spaced at Max. 2 metre centres, fixed to the first three rafters.

    Strap turned over uncut block.

    Form roof valleys on 19mm thick exterior quality plywood including tilt fillets, down edges & tile cut edges. Gap between tile edges to be 225mm min wide, using code 4 lead work. All lead work to be in accordance with the lead sheet Association guidelines.

    19mm timber support board cut between rafters and supported on 38 x 25mm battens nailed to rafters. Top surface of support board must be flush with top of timber rafters.

    Dovetail GRP Valley nailed to support battens. Timber rafters

    Underlay turned up onto support batten

    38 x 19mm S.W. batten supported on valley support board

    38 x 19mm S.W. batten supported on valley support board

    PRIOR TO COMMENCEMENT, LOCATE EXISTING FOUL DRAINS. SITE CHECK

    EXISTING INVERT LEVELS AND SUITABLE FALLS CAN BE ACHIEVED. AGREE FINAL IC /

    DRAIN RUNS ON SITE.

    FOUNDATIONS SHOULD BE CARRIED DOWN TO DEPTH OF ANY DRAINS IN CLOSE PROXIMITY

    EXAMPLE DRAWING

    Planning Permission

    RISK OF FALLS. WORKING PLATFORMS OR OTHER PRECAUTIONS REQUIRED DURING

    CONSTRUCTION

    FRONT ELEVATION AS EXISTING

    SIDE ELEVATION AS EXISTING

    VERTICAL STRAPPING AT EAVES PERSPECTIVE (NTS)

    ROOF STRAPPED TO GABLE WALL PERSPECTIVE (NTS)

    GROUND FLOOR PLAN AS PROPOSED

    FRONT ELEVATION AS PROPOSED

    SIDE ELEVATION AS PROPOSED

    REAR ELEVATION AS EXISTING

    REAR ELEVATION AS PROPOSED

    www.extension-design-plans.co.uk

    Two Storey Extension Building Regulations

    SECTION A-A SECTION B-B