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 [...]
02.410.0132: 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 [...]
02.410.0131: Low Lift Grouting Procedures This detail shows a concrete masonry (CMU) wall grouted using low 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 not to exceed 5 feet, therefore cleanout openings may not [...]
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. 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 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 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 [...]
02.020.0202: 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 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 [...]
02.010.0313: Base of Wall - Single Wythe Block, Proprietary Flashing/Weeps This detail shows an 8” (nominal) split face concrete masonry (CMU) wall, base of wall condition. A proprietary system of flashing and weeps resides at the bottom of the cells, with mesh inserts to keep mortar from interfering with water exiting the wall through the [...]
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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 [...] 
02.410.0132: 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 [...] 
02.410.0131: Low Lift Grouting Procedures This detail shows a concrete masonry (CMU) wall grouted using low 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 not to exceed 5 feet, therefore cleanout openings may not [...] 
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. 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 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 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 [...] 
02.020.0202: 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 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 [...] 
02.010.0313: Base of Wall - Single Wythe Block, Proprietary Flashing/Weeps This detail shows an 8” (nominal) split face concrete masonry (CMU) wall, base of wall condition. A proprietary system of flashing and weeps resides at the bottom of the cells, with mesh inserts to keep mortar from interfering with water exiting the wall through the [...]