02.120.0851: Blank at Bearing Wall – Top of Wall

02.120.0851: Blank at Bearing Wall - Top of Wall This detail shows a precast concrete plank bearing at the top of an exterior CMU wall. The wall has horizontal joint reinforcement at 16" o.c. vertically. The plank has continuous reinforcement and grout at the keyways, tying the floor to the wall with bent bars. The [...]

02.120.0752: Plank at Bearing Wall – Interior Wall, Intermediate Elev.

02.120.0752: Plank at Bearing Wall - Interior Wall, Intermediate Elev. This detail shows a precast concrete plank bearing at an interior CMU wall. The wall has horizontal joint reinforcement at 16" o.c. vertically. The plank has continuous reinforcement and grout at the keyways, and the floor bears on an interior CMU bond beam. The wall [...]

02.120.0713: Floor Connection Detail – Option 3

02.120.0713: Floor Connection Detail - Option 3 This hybrid masonry and steel floor connection detail shows a composite floor deck supported by open web steel joists bearing on a steel beam supported by a CMU wall as part of the hybrid masonry and steel structural system. DOWNLOAD DETAILDynamic 3D Detail Explore Detail

02.120.0712: Floor Connection Detail – Option 2

02.120.0712: Floor Connection Detail - Option 2 This hybrid masonry and steel floor connection detail shows a composite floor deck supported by laterally braced steel beams supported by a CMU wall as part of the hybrid masonry and steel structural system. DOWNLOAD DETAILDynamic 3D Detail Explore the detail and download the Sketchup Model in the [...]

02.120.0702: Floor Detail – Hybrid Type IIB

02.120.0702: Floor Detail - Hybrid Type IIB This hybrid masonry and steel floor connection detail makes use of bent reinforcement to tie the the floor to the wall. DOWNLOAD DETAILDynamic 3D Detail Explore the detail and download the Sketchup Model in the 3D Warehouse. Explore Detail

02.120.0701: Floor Detail – Hybrid Type I & IIa

02.120.0701: Floor Detail - Hybrid Type I & IIa This hybrid masonry and steel floor connection detail makes use of weldable reinforcement to tie the the floor to the wall. DOWNLOAD DETAILDynamic 3D Detail Explore Detail

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 [...]

02.010.1311: 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 [...]

09.090.0101: Stucco Assembly – Sheathed Construction, Wood Framing

09.090.0101: Stucco Assembly - Sheathed Construction, Wood Framing This detail shows a three coat Portland cement stucco assembly applied over self-furring lath to a backup of wood studs and sheathing. Two layers of weather resistive barrier (WRB) are used behind the lath. A 1/4" scratch coat and 1/2" brown coat make up the base coat, [...]

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