01.030.0901: Top of Wall Detail – Anchored Brick Veneer, CMU Backing This detail illustrates a parapet condition including the roof termination into the masonry wall and the top of wall termination. The open web steel joists of the roof structure bear on the CMU wall via a steel bearing plate on a CMU bond beam.…
01.030.0831: Roof-Wall Interface Detail – Anchored Brick Veneer, CMU Backing This detail illustrates a low roof terminating into a higher wall. The tall interior single-wythe CMU wall transitions into an anchored veneer wall above the roof line. The open web steel joists of the roof structure bear on the tall CMU wall via a steel…
01.030.0705: Shelf Angle Detail – Anchored Brick Veneer, CMU Backing, Shelf Angle with Bracket-Type Standoffs This detail illustrates a a shelf angle projected from the concrete masonry backing with a system of standoff brackets anchored to the backing. The brackets allow the shelf angle to avoid contact with the backing, which would otherwise transfer heat…
11.030.1402: Window – Arch Eyebrow Assembly – Hand Pressed
11.030.0812: Parapet Corner Assembly, Hand Pressed
11.030.0811: Parapet Corner Assembly, Extruded
01.030.0302: Base of Wall Detail – Flexible Flashing, Drip Edge, Term Bar, MDCD This masonry base of wall detail shows a flexible thru-wall flashing mechanically fastened to the CMU backup through a termination bar, with a continuous bead of sealant along the top of the term. bar. The exposed portion of the flashing is a…
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…
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.…