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…
07.130.0111: Epoxy Terrazzo – Slab on Grade This detail shows epoxy terrazzo applied over a concrete slab on grade. There is a vapor barrier underneath the concrete slab, and the slab is properly prepped and profiled to receive all components of an epoxy terrazzo system. Note: crack isolation membrane may be required, but is not…
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…
06.130.0203: Floor Tile – Thinset on Concrete This detail shows tile adhered to a concrete subfloor using a dry-set or latex-modified portland cement mortar bond coat. This detail is based on TCNA Method F113. Dynamic 3D Detail Explore this detail and download the Sketchup Model in the 3D Warehouse.
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.…
06.130.0101: Floor Tile – Over CBU on Wood Subfloor This detail shows tile laid on cementitious backer unit (CBU) w/ taped joints on a wood subfloor. The tile is adhered using a dry-set or latex-modified portland cement mortar bond coat. The wood subfloor has 1/8″ gap between the exterior glue tongue & groove plywood sheets,…
02.010.1303: Control Joint – Fire-Rated This detail shows block with flat ends being used at the vertical control joint. Fireproof material resides at the vertical CJ, along with sealant and backer rod. This detail allows shrinkage of the block, but does not resist lateral loads. There is horizontal joint reinforcement at 16″ o.c. vertically in…
02.010.1302: Control Joint – Grout Fill This detail shows standard CMU being used at the vertical control joint, with vertical grout fill used to key in the block. The building felt breaks the bond at one side of the grout fill, to allow for shrinkage of the block, while providing some resistance to lateral loads.…
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 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.…