Concrete Floor To Wall Connection Detail

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Concrete floor to wall connection detail.

Basement with 1 or 2 story buildblock above. Wall detail with sill plate slope roof. 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. When you locate the detail you want just click one of the four file format buttons to download it to your computer.

Plank at bearing wall intermediate elevation. Typical wall floor intersections 8 inch icf. Precast concrete shear wall panels provide a lateral load resisting system when combined with the diaphragm action of the floor construction. Architectural guide specification 396k doc.

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. 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. The effectiveness of precast concrete shear walls is largely dependent on the panel to panel connections.

Connection details adobe pdf file joint details adobe pdf file. Concrete masonry is well suited for below grade applications because of its strength durability economy and resistance to fire insects and noise. To view a cad detail you will need a cad design program or a cad viewer program. Pocket connection a pocket connection consists of framing the floor or roof system into a void in the masonry wall.

Solid wall panels and window wall and spandrel panels. Cad details are available in dwg dwf dxf and pdf format. Interface details window floor and roof adobe pdf file design resources. Typical wall floor intersections 6 inch icf.

The modular nature of concrete masonry allows floor plan and wall height changes to be easily accommodated as well. Basement with siding on 1 story buildblock and 2nd floor frame above. This section provides information and resources related to design of precast concrete systems as well as integration of precast with other systems. Anchor bolts shall extend not less than 15 inches 381 mm into masonry or 7 inches 178 mm into concrete.

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.