The lowest division of a building—its substructure—constructed partly or wholly below the surface of the ground
Function of foundation
Support and anchor the superstructure above and transmit its loads safely into the earth
Loads on foundation
Combination of dead and live loads acting vertically on the superstructure
Anchor the superstructure against wind-induced sliding, overturning, and uplift
Withstand the sudden ground movements of an earthquake
Resist the pressure imposed by the surrounding soil mass and groundwater on basement walls
Counter the thrust from arched or tensile structures
Active earth pressure
Exerted by a soil mass on a basement wall
Passiveearthpressure
Developed by a soil mass in response to the horizontal movement of a foundation
Lateralforces
Can cause the foundation to impose nonuniform pressure on the supporting soil
Shearresistance
Provided by the friction between the foundation and the underlying soil
Settlement is the gradual subsiding of a structure as the soil beneath its foundation consolidates under loading
Differential settlement
The relative movement of different parts of a structure caused by uneven consolidation of the foundation soil
Types of substructures
Basements
Crawlspaces
Concrete slabs-on-grade
Grid of independent piers or poles
Shallowfoundations
Employed when stable soil of adequate bearing capacity occurs relatively near to the ground surface
Deep foundations
Employed when the soil underlying a foundation is unstable or of inadequate bearing capacity
Factors to consider in selecting and designing the type of foundation system
Pattern and magnitude of building loads
Subsurface and groundwater conditions
Topography of the site
Impact on adjacent properties
Building code requirements
Construction method and risk
Underpinning
The process of rebuilding or strengthening the foundation of an existing building, or extending it when a new excavation in adjoining property is deeper than the existing foundation
Methods for providing temporary support during underpinning
Needlebeams passed through the foundation wall and carried by hydraulic jacks and shores
Digging intermittent pits under the existingfoundation down to the level of the new footings
Constructing piles or caissons on either side of the existing foundation, removing a section of foundation wall, and replacing the section with a reinforced concrete pile cap
Excavation support systems
Sheet piling
Tiebacks secured to rock or soil anchors
Slurry wall
Dewatering
Spread footings
The lowest part of a shallow foundation, extended laterally to distribute their load over an area of soil wide enough that the allowable bearing capacity of the soil is not exceeded
Types of spread footings
Strip footings
Isolated footings
Stepped footings
Cantilever or strap footing
Combined footing
Mat or raft foundation
Floating foundation
Spread footing proportions for light frame construction
Thickness (T) of concrete or unit masonry foundation wall supporting two floors: 8" (205) minimum
Projection = 1/2 T
Thickness of footing = T
Width of footing = 2T
Frostline
The average depth at which soil is frozen or frost penetrates the ground
Foundation walls
Provide support for the superstructure above and enclose a basement or crawl space partly or wholly below grade
Functions of foundation walls
Resist active earth pressure
Anchor the superstructure against wind and seismic forces
Resist the penetration of water and soil gases
Control heat flow
Accept a range of suitable finishes
Accommodate windows, doors, and other openings
Concretegroundslab
Part of the foundation wall system
Foundation walls
Resist active earth pressure
Anchor the superstructure against wind and seismic forces
Components of a foundation system
Wallsystem
Floorsystem
Positiveanchoragerequired to resist lateral, uplifting, or overturning forces
Gravityload from superstructure
Foundation walls enclosing habitable space
Resist the penetration of water and soil gases such as radon
Controlheat flow
Accept a range of suitablefinishes
Accommodate windows, doors, and other openings
Cast-in-placeconcrete or concrete masonry units
Materials used for foundation walls
Anchoring foundation wall to footing
Steel dowels or mechanicalkeys
Expansion joint
Premolded filler and sealant
Footing size
Based on the foundation wall load and the allowable bearing capacity of the underlying soil
Extending foundation wall above grade
At least 6" (150) when supporting wood construction
Finish grade slope
Minimum 5% to drain surface water away from foundation
Transferring lateral loads on superstructure to ground
Through soil friction on bottom of footings and passive soil pressure on sides of footings and foundation walls
Crawl space clearance
Minimum 18" (455) to bottom of beam or girder
Minimum 24" (610) to bottom of joists
Crawl space ventilation
Screen openings to prevent entry of insects and animals
Concrete foundation wall
Minimum 8" (205) thickness
Horizontal and vertical reinforcement as required
Concrete groundslab
Concrete footing
Steel dowels anchor wall to footing
Key provides additional resistance to lateral slippage
Concrete masonry foundation wall
Modular 8" (205) units laid in running bond
Fill cells in top course with grout
Vertical reinforcement in grouted cells and horizontal bond beams as required
Concrete ground slab
Concrete footing
Steel dowels anchor wall to footing
Full mortar joint on roughened footing
Preparing top of foundation wall
To receive, support, and anchor wall and floor systems of superstructure
Superstructure support options
Woodbeams
Open-websteeljoists
Woodjoists
Sillplateanchors or holddowns
Required to secure wall and floor framing to foundation against uplifting wind or seismic forces