Pointing Sample Clauses

Pointing. 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
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Pointing. Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc 1 Piers 3 Half brick walls 4 Half brick walls in beamfilling. 5 One brick walls Joint forming material in movement joints: Brickwork reinforcement 6 75mm Wide reinforcement built in horizontally 7 150mm Wide reinforcement built in horizontally Turning pieces
Pointing. Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc
Pointing. 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 Section 2 Bill No. 3 Masonry BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 1 Half brick walls. A1 : 18 A2 : 22 A3 : 37 A4 : 25 2 One brick walls. A1 : 55 A2 : 50 A3 : 45 A4 : 47 Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 3 Half brick walls. A1 : 11 A2 : 16 A3 : 26 A4 : 19 4 One brick walls. A1 : 95 A2 : 136 A3 : 83 A4 : 82 5 115mm Wide reinforcement built in horizontally A1 : 38 A2 : 50 A3 : 88 A4 : 99 6 230mm Wide reinforcement built in horizontally. A1 : 396 A2 : 600 A3 : 344 A4 : 374 7 Ditto, but in foundations (Provisional). A1 : 622 A2 : 756 A3 : 699 A4 : 700 m2 102 m2 197 m2 72 m2 396 m 275 m 1 714 m 2 777 8 30 x 2mm Galvanized roof tie 1500mm long with one end fixed to timber and other built into brickwork or concrete. A1 : 19 A2 : 28 A3 : 20 A4 : 20 9 229 x 152mm terracotta clay vermin proof air brick A1 : 4 A2 : 8 A3 : 4 A4 : 4 No 87 No 20 Section 2 Bill No. 3 Masonry 10 Leave/ Form rectangular opening through half brick wall, size 1200 x 510mm. No A1 : 3 A2 : 4 A3 : 7 A4 : 5 11 Leave/ Form rectangular opening through one brick wall, size 1200 x 510mm. No A1 : 2 A2 : 0 A3 : 0 A4 : 0 12 110 x 75mm Xxxxx in lengths not exceeding 3m. m A1 : 9 A2 : 10 A3 : 9 A4 : 8 13 110 x 85mm Lintels in lengths not exceeding 3m. m A1 : 4 A2 : 4 A3 : 8 A4 : 7 14 220 x 85mm Lintels in lengths not exceeding 3m. m A1 : 6 A2 : 0 A3 : 0 A4 : 7
Pointing. 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 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 1 Half brick walls. A1 : 2 A2 : 2 A3 : 0 A4 : 0 2 One brick walls. A1 : 6 A2 : 5 A3 : 0 A4 : 0 Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 3 Half brick walls. A1 : 11 A2 : 11 A3 : 19 A4 : 19 4 One brick walls. A1 : 95 A2 : 76 A3 : 66 A4 : 65 m2 4 m2 11 m2 60 m2 302 5 115mm Wide reinforcement built in horizontally A1 : 38 A2 : 38 A3 : 99 A4 : 63 6 230mm Wide reinforcement built in horizontally. A1 : 396 A2 : 312 A3 : 374 A4 : 300 m 238 m 1 382 Section 3 Bill No. 3 Masonry
Pointing. 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 BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 1 Half brick walls. A1 : 11 A2 : 10 A3 : 37 2 One brick walls. A1 : 53 A2 : 35 A3 : 45 Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 3 Half brick walls. A1 : 8 A2 : 11 A3 : 26 4 One brick walls. A1 : 89 A2 : 76 A3 : 83
Pointing cleaning-caulking of all types of masonry; caulking of window frames encased in masonry on brick, stone or cement structures, including grinding and cutting out on such work and sand blasting, steam cleaning and gunite work.
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Pointing. 1 Dampen joints and porous masonry units. .2 Keep masonry damp performed. while pointing is being .3 Completely fill joint with mortar. .1 If surface of masonry units has worn rounded edges keep pointing back from surface to keep same width of joint .2 Avoid feather edges.
Pointing. All pointing of exposed joints to be concave Section 2 Bill No. 3 Masonry
Pointing. The joints between curbstones, both front and back, shall be filled with cement mortar and neatly pointed on the top and front exposed portions. After pointing, the curbstones shall be cleaned of all excess mortar that may have been forced out of the joints. Mortar. Mortar shall conform to the specifications set forth in Section M4.02.15 of the Commonwealth of Massachusetts, Department of Public Works, Standard Specifications for Highways and Bridges, 1988 edition.
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