Hollow walls etc Sample Clauses

Hollow walls etc. Descriptions of hollow walls shall be deemed to include leaving every fifth perpend of the bottom course of the external skin open as a weep hole. Walls in two skins described as "bagged and sealed" shall be deemed to include having the outer face of the inner skin bagged with 1:6 cement and sand mixture and sealed with two coats "Brixeal" bitumen emulsion waterproofing coating.
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Hollow walls etc. Descriptions of hollow walls shall be deemed to include leaving every fifth perpend of the bottom course of the external skin open as a weep hole.
Sample 1Sample 2Sample 3See All (16)
Hollow walls etc. Descriptions of hollow walls shall be deemed to include leaving every fifth perpend of the bottom course of the external skin open as a weep hole. Walls in two skins described as "bagged and sealed" shall be deemed to include having the outer face of the inner skin bagged with 1:6 cement and sand mixture and sealed with two coats "Brixeal" bitumen emulsion waterproofing coating. All pointing of exposed joints to be concave Samples of all masonry building units, except those of walls described as "loadbearing", shall consist of a minimum of 6 units. Samples of building units to be used in walls described as "loadbearing" shall consist of 30 units from every 30 000 units delivered to site Blocks are to be either solid or hollow modular dense concrete masonry units having a compressive strength of 7 MPa Wall ties shall be polypropylene "Permaties" complying with BS 76377. Ties for hollow walls shall be of sufficient length to allow not less than 75mm of each end to be built into the blockwork. Ties are to be spaced at intervals of not more than 1m in the horizontal direction and not more than 400mm staggered in the vertical direction except at openings, vertical joints or ends of walls where they are to be placed vertically above each other Blockwork shall comply with SABS 0145 "Concrete Masonry Construction" Surfaces to be plastered shall have joints raked out to a depth of at least 10mm to provide a key. Cavities of hollow walls shall be kept free of mortar droppings or other undesirable matter. Every second perpend of the bottom course of the external skin of hollow walls shall be left open as a weep hole Descriptions of blockwork shall be deemed to include standard complementary blocks such as corner, three- quarter, half and quarter blocks required in the construction of corners, reveals, jambs, ends, etc to solid and hollow walls and for bonding as necessary
Sample 1
Hollow walls etc. Walls in two skins described as 'bagged and sealed' shall be deemed to include having the outer face of the inner skin bagged with 1:6 cement and sand mixture and sealed with two coats 'Brixeal' bitumen emulsion waterproofing coating. Walls in two skins (Hollow brick walls) described shall be deemed to include having 4 cavity ties every square metre of the wall Bricks shall be ordered timeously to obtain uniformity in size and colour Item No Pointing: Quantity Rate Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc. BRICKWORK IN FOUNDATIONS (PROVISIONAL) Concrete brickwork bricks in foundations (Provisional) 1 Piers m3 3 2 Half brick walls m2 19 3 One brick walls m2 146 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks plaster bricks in superstructure: 4 Piers m3 3 5 Half brick walls m2 93 6 One brick walls in beamfilling m2 88 7 One brick walls m2 705 BRICKWORK SUNDRIES Sundries Bagging and sealing the outer face of the inner skin of walls with 1:6 cement and sand mixture and seal with two coats bitumen emulsion waterproofing coating. 8 To walls (Provisional) m2 705 Joint forming material in movement joints 9 12mm Bitumen impregnated fibre board built in vertically between brick skins m2 130 Carried to Collection 12mm Bitumen impregnated fibre board built in vertically through brick walls (Provisional) m2 705 11 Approved high tensile steel brick reinforcement 75 mm wide well lapped at all angles and passings and built into brick walls(Provisional) m 510 12 Approved high tensile steel brick reinforcement 230 mm wide well lapped at all angles and passings and built into brick walls(Provisional) m 880
Sample 1

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