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AAC masonry construction shall begin with a leveling course of masonry meeting the requirements of Section 2104.1.2. Subsequent courses of AAC masonry units shall be laid with thin-bed mortar using a special notched trowel manufactured for use with thin-bed mortar to spread the mortar so that it completely fills the bed joints. Unless otherwise specified, the head joints shall be similarly filled. Joints in AAC masonry shall be approximately 1/16 inch (1.5 mm) and shall be formed by striking on the ends and tops of AAC masonry units with a rubber mallet. Minor adjustments in unit position shall be made while the mortar is still soft and plastic by tapping it into the proper position. Minor sanding of the exposed faces of AAC masonry shall be permitted to provide a smooth and plumb surface.

Related Code Sections

2104.1.2.6 Masonry, Thin-Bed Mortar and AAC Masonry Units
masonry units shall be laid with thin-bed mortar using a special notched trowel manufactured for use with thin-bed mortar to spread the mortar so ...
2103.11 Masonry, Mortar for AAC Masonry
of the AAC masonry units. The shear strength of thin-bed mortar shall meet or exceed the shear strength of the AAC masonry units for wall ...
2104.4 Masonry, Hot Weather Construction
no more than 4 feet (1219 mm) ahead of AAC masonry units. AAC masonry units shall be placed within one minute after spreading thin-bed mortar ...
Section 2104 Masonry, Construction
2104.1.2. Subsequent courses of AAC masonry units shall be laid with thin-bed mortar using a special notched trowel manufactured for use with thin-bed ...
Section 2103 Masonry, Masonry Construction Materials
: The compressive strength of thin-bed mortar, as determined by ASTM C 109, shall meet or exceed the strength of the AAC masonry units. The shear ...