6.6 Staircases

MATERIALS STANDARDS

6.6 - M1Materials standards
6.6 - M2Staircase units
6.6 - M3Timber and wood-based products
6.6 - M4In-situ and precast concrete
6.6 - M5Fixings

6.6 - M1
All materials shall:
(a) meet with Technical Requirements
(b) take account of the design
 

Materials that comply with the design and the guidance below will be acceptable for staircases.

Materials for staircases should comply with all relevant standards, including those listed below. Where no standard exists, Technical Requirement R3 applies (see Chapter 1.1 'Introduction to the Standards and Technical Requirements').

References to British Standards and Codes of Practice include those made under the Construction Products Directive (89/106/EEC) and, in particular, appropriate European Technical Specifications approved by a European Committee for Standardisation (CEN).

STAIRCASE UNITS

6.6 - M2
Proprietary staircases and associated components shall comply with the design and Technical Requirements
 

Where proprietary staircases or associated components are proposed, they should meet the statutory and design requirements for stairs, as detailed in the drawings and/or specification.

Manufacturers of staircases and balustrading, etc should be sent all relevant drawings and other information to ensure their products meet the design requirements.

Allowance should be made for tolerances or actual site dimensions.

TIMBER AND WOOD-BASED PRODUCTS

6.6 - M3
Timber and wood-based materials shall be of sufficient quality and durability for use in staircases
 

Items to be taken into account include:

(a) timber

Timber for joinery should:

  • comply with BS 1186 : Part 1
  • be Class 3 or better, and
  • be free of resinous knots, splits, shakes and wanes.

Fits of joints, construction of joints, moving parts, glueing, laminating, construction of finger joints and surface finish should be to BS 1186 : Part 2.

Timber which is to be exposed to the weather should be suitably durable or be pre-treated with preservative against fungal attack in accordance with Chapter 2.3 'Timber preservation (natural solid timber)'.

(b) plywood

Plywood should be used only for risers and should comply with BS EN 636.

(c) chipboard

Chipboard should comply with Type P5 of BS EN 312.

(d) oriented strand board

Oriented strand board should comply with Type OSB3 of BS EN 300.

(e) medium density fibreboard

Fibre building boards should comply with BS 1142 : Part 2.

(f) laminated timber

Glued laminated timber structural members should comply with BS 4169.

IN-SITU AND PRECAST CONCRETE

6.6 - M4
Concrete shall be of the mix proportions to achieve adequate strength as required by the design
 

Reference should be made to Chapter 2.1 'Concrete and its reinforcement' (Design and Materials) for guidance on concrete, reinforcement and additives.

FIXINGS

6.6 - M5
Fixings shall be of adequate strength and durability and comply with the design
 

Fixings should be checked for compliance with the design and whether they are provided by the supplier, especially for:

  • timber and steel staircases
  • newel posts
  • handrails
  • guarding and balustrading.