Disclaimer:
These specifications address generally accepted methods and details for installation of
rubble stone cladding. To the best of our knowledge, it is correct and up to date.
However, this information is designed only as a guide; and it is not intended for any
specific construction project.
Lantoom Quarry makes no express or implied warranty or guarantee of the techniques,
construction methods or materials identifed herein. It is understood that there are
alternative means or methods that might be required and/or recommended based on
project conditions, manufacturer’s recommendations, or product characteristics.
To be clear, the following specifications are for builders, architects, designers, masons,
installers and other construction professionals. The following specifications illustrate
typical applications of rubble stone cladding. It is the responsibility of all architectural and
construction professionals to determine the applicability and appropriate application of
any detail to any specific project.
Lantoom Rubble Cladding Specification
• Manufacturer: Lantoom Quarry
- Web:
http://www.lantoom.co.uk/
- Tel:
+44 (0)1579 308 234
- Product
reference:
Natural Rubble Cladding
• Size:
[300 x 300 mm].
[??? x ??? mm].
• Thickness:
[90 mm].
[?? mm].
• Colour:
[????].
[????].
.
• Surface finish: [Flamed ]
[Honed].
External Stone Walls. - Rubble
Build the external walls of rubble from the Lantoom quarries. To be laid random, with hammerdressed joints, and the outside face split so that the projection shall not exceed 2 inches. The
stones to be laid on their natural bed, with good vertical bond, and to be one through stone in
every .9 M2 of wall. All stones showing on the exterior to be selected from the largest in the
pile, and as few spalls to be used as possible. Every stone to be well bedded in mortar, made
of 1 part cement and 2 parts clean, sharp sand, and all joints and chinks filled solid with mortar
and spalls. All inside joints to be smoothly pointed with the trowel as the wall is built. After the
wall is built the joints on the outside are to be raked out and filled with cement mortar, and a
false joint of red Portland cement mortar run with a jointer and straight-edge, in imitation of
broken ashlar.
Specification for Coursed Rubble Stone
Material Specification
Stone shall be hard, sound, free from decay and weathering. Stones with porous matter or with
boulder skin shall be rejected. The size of stones shall not be less than 7cm in any
direction.Cement and sand for cement mortar or lime and surkhi for lime mortar shall be of
standard specification.
Laying Technique specified
All the stones shall be thoroughly wetted before laying. Every course of stone shall be hammer
dressed and laid truly horizontal and every vertical joint shall be truly vertical. Faces shall be
accurately squared and each face joint shall be dressed at right angles. The face stones shall be
laid in alternate headers and stretchers fashion. The masonry shall be carried up regularly and
true to plumb. The thickness of joints shall not exceed 12mm.
Bond or through stones
The stones going through in the walls shall be well distributed by arranging them in a staggered
fashion in successive courses. The intervals of through stones shall not be less than 1.5m in each
course. For walls up to 60cm thickness, a through stone shall extend from one face of the wall to
the other.
Laying of Quoins
Corner stones or quoins shall be dressed to correct angle. The short bed of the stone shall be at
least equal to height. The quoins shall be laid with header and stretcher in alternate layers.
Curing Method
The work shall be protected from rain or sun while it is curing. At the end of the day’s work, the
top surface of the walls shall be kept wet so that it acquires the required strength. The masonry
shall be kept moist on all the faces for at least 8 days.
NBS Specification
F20 NATURAL STONE RUBBLE WALLING
GENERAL
Cross-reference
General: Read with A90 General technical requirements.
Mortar: Read with Z21 Mortars.
PRODUCTS
Stone
Quality: Thoroughly seasoned and free from cracks, vents, fissures or other defects
deleterious to strength, durability or
appearance.
EXECUTION
Adverse weather
General: Do not use frozen materials or lay on frozen surfaces.
Air temperature: Do not lay stones:
• In cement gauged mortars: At or below 3°C and falling or unless it is at least 1°C and rising.
• In hydraulic lime:sand mortars: At or below 5°C and falling or unless it is at least 3°C and
rising.
Temperature of walling during curing: Above freezing until mortar hardened.
Newly erected walling: Protect at all times from:
• Rain and snow.
• Drying out too rapidly in hot conditions and in drying winds.
Laying
Absorbent stones: Dampen in warm weather to reduce suction. Do not soak.
Mortar joints:
• Laying: Full bed of mortar with all joints and voids filled.
• Appearance: Neat and consistent.
• Brushed finish to joints: After the initial set has taken place, brush joints to remove laitance/
excess fines and give a coarse
texture.
Orientation for natural bed of stones:
• In plain walling: Horizontal.
• Coping and projecting stones: Vertical and at right angles to wall face.
• Arches: Perpendicular to line of thrust.
Appearance and bonding: Consistent overall appearance and good bond. Distribute different
shapes, sizes and colours evenly
throughout the face of the wall.
• Random walling: Distribute different shapes, sizes and colours evenly throughout the face of
the wall. Avoid long continuous
vertical joints.
Accuracy:
• Walling generally: Plumb, unless specified otherwise.
• Setting out: Achieve satisfactory junctions and joints with adjoining or built-in elements and
components.
• Coursed work: Courses true to line and level.
Cleanliness: Keep facework clean. Rubbing and other abrasive or chemical cleaning methods
to remove marks and stains not
permitted.
Ground level
Extent of facework below finished level of adjoining ground or external works (minimum): 150
mm.
Putlog scaffolding
Use: Not permitted in facework.
Cavity walls
Regularity: Dress stones to give consistent leaf thickness and maintain full cavity width.
Quoins and jambs
Selection of stones: Large stones, dressed to a regular shape.
Laying: In advance of main body of walling.
Bonders for walls faced both sides
Bonding stones:
• Length: Two thirds the thickness of the wall.
• Height: Not less than one third of length.
• Distribution: One to every square metre of each side of wall and staggered.