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Concrete floor to wall connection detail.
Typical wall floor intersections 6 inch icf.
Anchor bolts shall extend not less than 15 inches 381 mm into masonry or 7 inches 178 mm into concrete.
Plank at bearing wall intermediate elevation.
Basement with siding on 1 story buildblock and 2nd floor frame above.
Basement with 1 or 2 story buildblock above.
Architectural guide specification 396k doc.
The effectiveness of precast concrete shear walls is largely dependent on the panel to panel connections.
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 floor wall.
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.
Typical wall floor intersections 8 inch icf.
Wall detail with sill plate slope roof.
Concrete masonry is well suited for below grade applications because of its strength durability economy and resistance to fire insects and noise.
Floor connection detail option 3 02 120 0751.
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This section provides information and resources related to design of precast concrete systems as well as integration of precast with other systems.
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.
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Solid wall panels and window wall and spandrel panels.
Floor connection detail option 2 02 120 0713.
To view a cad detail you will need a cad design program or a cad viewer program.
Precast concrete shear wall panels provide a lateral load resisting system when combined with the diaphragm action of the floor construction.
Connection details adobe pdf file joint details adobe pdf file.
Pocket connection a pocket connection consists of framing the floor or roof system into a void in the masonry wall.
Cad details are available in dwg dwf dxf and pdf format.