Pointing Sample Clauses

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
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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 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 IN SUPERSTRUCTURE 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 BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork reinforcement 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 Carried to Collection R Section 3 Bill No. 3 Masonry Cramps, ties, etc:
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. 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 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 IN SUPERSTRUCTURE 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. 1. When approved, point holes in joints of exposed CMU masonry surfaces by completely filling with preshrunk mortar.
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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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.
Pointing. 1 Dampen joints and porous masonry units. .2 Keep masonry damp performed. while pointing is being .3 Completely fill joint with mortar.
Pointing. Unless specified in the contract documents, no separate payment will be made for pointing random rubble masonry and coursed rubble masonry and the unit prices for the rubble masonry in the bill quantities, shall include the cost of materials, their conveyance, charges for preparation of mortar including mixing charges and charges for performing the pointing work as illustrated in this division, including curing.
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