02.010.0401: Sill Detail – Single Wythe Block

02.010.0401: Sill Detail – Single Wythe Block This detail shows an 8” (nominal) split face concrete masonry (CMU) wall, window sill condition. Flashing is provided below the masonry sill, returning vertically at the end termination to form and end dam. Ladder-type horizontal joint reinforcement is placed at 16” o.c. vertically in the wall, or as…

06.130.0204: Floor Tile – Over CBU & Cork on Concrete

06.130.0204: Floor Tile – Over CBU & Cork on Concrete This detail shows tile laid on cementitious backer unit (CBU) w/ taped joints on a concrete subfloor, with cork underlayment separating the tile assembly from the concrete for soundproofing. The tile is adhered to the CBU using a dry-set or latex-modified portland cement mortar bond…

06.130.0202: Floor Tile – Thinset on Concrete or Cured Mortar Bed

06.130.0202: Floor Tile – Thinset on Concrete or Cured Mortar Bed This detail shows tile laid on a concrete slab or a cured mortar bed. The tile is adhered using a dry-set or latex-modified portland cement mortar bond coat. If required, an antifracture / waterproof membrane is applied over the cured mortar bed or concrete.…

02.410.0132: High Lift Grouting Procedures

02.410.0132: High Lift Grouting Procedures This detail shows a concrete masonry (CMU) wall grouted using high lift grouting procedures. Vertical reinforcement is shown with optional rebar positioners, and vertical bars overlap to achieve sufficient development strength per structural design. Grout is applied vertically in lifts between 5′-0″ and 12′-8″, therefore cleanout openings may be required…

02.010.1301: Control Joint – Preformed Gasket

02.010.1301: Control Joint – Preformed Gasket This detail shows specially shaped sash block being used at the vertical control joint, to allow for insertion of a preformed gasket. The gasket is a rigid material, allowing in-plane shrinkage of the block, while providing some resistance to lateral loads. There is horizontal joint reinforcement at 16″ o.c.…