Common use of Pointing Clause in Contracts

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 : 0 A2 : 0 A3 : 4 A4 : 4 2 One brick walls. A1 : 0 A2 : 0 A3 : 10 A4 : 10 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 : 87 A2 : 112 A3 : 83 A4 : 82 m2 8 m2 20 m2 72 m2 364 5 115mm Wide reinforcement built in horizontally A1 : 38 A2 : 50 A3 : 88 A4 : 99 6 230mm Wide reinforcement built in horizontally. A1 : 364 A2 : 492 A3 : 344 A4 : 374 m 275 m 1 574

Appears in 1 contract

Sources: Principal Building Agreement

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 3 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 : 0 18 A2 : 0 22 A3 : 4 37 A4 : 4 25 2 One brick walls. A1 : 0 55 A2 : 0 50 A3 : 10 45 A4 : 10 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 : 87 95 A2 : 112 136 A3 : 83 A4 : 82 m2 8 m2 20 m2 72 m2 364 5 115mm Wide reinforcement built in horizontally A1 : 38 A2 : 50 A3 : 88 A4 : 99 6 230mm Wide reinforcement built in horizontally. A1 : 364 396 A2 : 492 600 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 574714 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 3 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 ▇▇▇▇▇ 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

Appears in 1 contract

Sources: Principal Building Agreement

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 : 0 18 A2 : 0 22 A3 : 4 37 A4 : 4 25 2 One brick walls. A1 : 0 55 A2 : 0 50 A3 : 10 45 A4 : 10 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 : 87 95 A2 : 112 136 A3 : 83 A4 : 82 m2 8 m2 20 m2 72 m2 364 5 115mm Wide reinforcement built in horizontally A1 : 38 A2 : 50 A3 : 88 A4 : 99 6 230mm Wide reinforcement built in horizontally. A1 : 364 396 A2 : 492 600 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 574714 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 ▇▇▇▇▇ 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

Appears in 1 contract

Sources: Principal Building Agreement

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 : 0 2 A2 : 0 2 A3 : 4 0 A4 : 4 0 2 One brick walls. A1 : 0 6 A2 : 0 5 A3 : 10 0 A4 : 10 0 Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 3 Half brick walls. A1 : 11 A2 : 16 11 A3 : 26 19 A4 : 19 4 One brick walls. A1 : 87 95 A2 : 112 76 A3 : 83 66 A4 : 82 65 m2 8 4 m2 20 11 m2 72 60 m2 364 302 5 115mm Wide reinforcement built in horizontally A1 : 38 A2 : 50 38 A3 : 88 99 A4 : 99 63 6 230mm Wide reinforcement built in horizontally. A1 : 364 396 A2 : 492 312 A3 : 344 374 A4 : 374 300 m 275 238 m 1 574382 Section 3 Bill No. 3 Masonry

Appears in 1 contract

Sources: Principal Building Agreement