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