Pointing. All pointing of exposed joints to be concave Samples 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 Carried to Collection R
Pointing. All pointing of exposed joints to be concave Samples 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 Carried to Collection R 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 IN SUPERSTRUCTURE 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 BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork reinforcement 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 Cramps, ties, etc: 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 Air bricks etc: 9 229 x 152mm terracotta clay vermin proof air brick A1 : 4 A2 : 8 A3 : 4 A4 : 4 No 87 No 20 Carried to Collection R Section 2 Bill No. 3 Masonry Sundries etc: 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 Precast Concrete Lintols, Xxxxx, Copings, etc 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 FACE BRICK
Pointing. Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc SUPERSTRUCTURE Brickwork of NFP bricks in class II mortar 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. During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application, where indicated.
Pointing. All pointing of exposed joints to be concave Carried to Collection R Section 2 Bill No. 3 Masonry Amount
Pointing. 1. When approved, point holes in joints of exposed CMU masonry surfaces by completely filling with preshrunk mortar.
Pointing. 1 Dampen joints and porous masonry units. .2 Keep masonry damp performed. while pointing is being .3 Completely fill joint with mortar.
Pointing. AOL shall be entitled, in its reasonable discretion, to establish "pointers" (or links) between components of content contained within the Online Area and other content areas available through the AOL Network.
Pointing. All pointing and cleaning on new buildings are to be done . by members of Union providing the Union can supply a sufficient number of men at the time required who are efficient in this class of work in the opinion of member of Employers.
