Basement with 1 or 2 story buildblock above.
Concrete floor to wall connection detail.
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Floor connection detail option 2 02 120 0713.
A continuous bulb tee embedded solidly in a grouted bond beam pro vides a welded connection between a masonry bearing wall and a steel roof joist.
Connection details adobe pdf file joint details adobe pdf file.
Floor connection detail option 3 02 120 0751.
Concrete masonry is well suited for below grade applications because of its strength durability economy and resistance to fire insects and noise.
Pocket connection a pocket connection consists of framing the floor or roof system into a void in the masonry wall.
Precast concrete shear wall panels provide a lateral load resisting system when combined with the diaphragm action of the floor construction.
The effectiveness of precast concrete shear walls is largely dependent on the panel to panel connections.
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Plank at bearing wall intermediate elevation.
Interface details window floor and roof adobe pdf file design resources.
Cad details are available in dwg dwf dxf and pdf format.
Anchor bolts shall extend not less than 15 inches 381 mm into masonry or 7 inches 178 mm into concrete.
Typical floor wall.
Cold formed steel framed walls shall be anchored to foundations or floors in accordance with table r603 3 1 and figure r603 3 1 1 r603 3 1 2 r603 3 1 3 or r603 3 1 4 anchor bolts shall be located not more than 12 inches 305 mm from corners or the termination of bottom tracks.
Architectural guide specification 396k doc.
This section provides information and resources related to design of precast concrete systems as well as integration of precast with other systems.
The modular nature of concrete masonry allows floor plan and wall height changes to be easily accommodated as well.
Wall detail with sill plate slope roof.
Solid wall panels and window wall and spandrel panels.
If a welded connection is desired between a masonry bearing wall and steel roof joist you can specify a bearing plate with studs solidly em bedded in a grouted bond beam.
This detail is used when masonry continues above either as part of the wall or as a parapet the connection location and eccentricity is to be minimized.
Typical wall floor intersections 8 inch icf.
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