11.030.1402: Window – Arch Eyebrow Assembly – Hand Pressed
11.030.1402: Window – Arch Eyebrow Assembly – Hand Pressed
11.030.0812: Parapet Corner Assembly, Hand Pressed
11.030.0812: Parapet Corner Assembly, Hand Pressed
11.030.0811: Parapet Corner Assembly, Extruded
11.030.0811: Parapet Corner Assembly, Extruded
02.020.0202: Vertical Span – CMU Partition
02.020.0202: Vertical Span – CMU Partition This partition detail shows a vertical span condition. The wall is anchored at the base with a vertical dowel into the slab. There is a gap at the top of the wall to allow for deflection of the structure above. Horizontal joint reinforcement and vertical reinforcement are shown. Top…
02.010.0801: Masonry Wall Cap – Single Wythe CMU
02.010.0801: Masonry Wall Cap – Single Wythe CMU This detail shows a concrete masonry (CMU) wall, top of wall detail. The wall cap is anchored to the grouted wall with a vertical dowel through the flashing, which is then sealed around the dowel penetration. The flashing is shown as a flexible material for the through-wall…
02.010.0301: Foundation Dowel Alignment
02.010.0301: Foundation Dowel Alignment This detail shows a concrete masonry (CMU) wall in partial longitudinal section. In case the foundation dowels do not coincide with the center of the CMU cells, dowels may be bent 1” laterally for every 6” vertically. Vertical reinforcement overlaps the dowels to achieve sufficient development strength per structural design. Dynamic…
01.030.1311: Isolation Joint
01.030.1311: Isolation Joint This Isolation Joint detail accommodates differential movement in two walls that intersect at 90 degrees. It makes use of a debonded shear anchor accessory which allows movement in the perpendicular wall while tying that wall to the wall it intersects with. Dynamic 3D Detail Explore this detail and download the Sketchup model…
02.120.1101: Column Connection Details – Option 1
02.120.1101: Column Connection Details – Option 1 This detail shows a the connection of a loadbearing CMU wall to a steel column as part of a hybrid masonry and steel structural system. The CMU is anchored to the column with a 16 ga. x 1 1/2″ wide strap anchor. Fireproofing on the steel is not…
02.020.0203: Horizontal Span – CMU Partition
02.020.0203: Horizontal Span – CMU Partition Dynamic 3D Detail Explore the detail and download the Sketchup Model in the 3D Warehouse.
02.010.1311: Control Joint
02.010.1311: Control Joint This detail shows a vertical control joint at intersecting CMU walls. The debonded shear anchor ties the walls together, but also allows the intersecting wall to shrink back from the continuous wall, as the anchor moves along its track. There is horizontal joint reinforcement at 16″ o.c. vertically in the wall (not…