week 2

30

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Page 1: Week 2
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15 minute breakout

1. What are the 2 basic different types of foundations? When would we use one versus the other?

2. In each of the two types – what are the subtypes and when would you use them?

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Shallow and deep foundations

•Shallow – soil directly below walls and columns bear the weight of the building. Cheaper. Ideal for high water table and relatively light building.

•Deep – Soil conditions directly below the building not suitable therefore structure required to reach deeper to appropriate soil conditions.

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Shallow – Types.

A. Slab on grade – high water table – common in BA

B. Crawl Space – common for wood frame – access to utilities

C. Basement – Storage and utilities

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Slab on grade- assembly•Trench for utilities

•Trench for footings

•Rebar in footings

•Pour footings

•Waterproof membrane

•Sand

•Reinforcing for slab

•Concrete slab pour

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Footings for crawl spaces and basements.

spread the force of the vertical loads of columns and walls over more soil area

•Spread footing

•Column footing

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Concrete footings and foundations

• Foundations poured separately from vertical carrying structure.

• Waterproofing issues

1. Drain the water –remove pressure on walls

2. Keep water out of the building

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Deep foundations – Pile driving•Reach down to bedrock for poor soil conditions

•Pile caps/ grade beams support columns and walls

•Concrete slab

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Deep foundations –

Mat slabs, Excavation and retaining walls

•Mat slab – very think slab (6’) with a lot of steel reinforcing that replaces individual column footings

•Excavation sequence

1. Drive soldier beams – steel into ground

2. Place wood lagging between beams as you excavate down to retain soil

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Below grade foundation walls and waterproofing•Protection board

•Waterproof membrane

•Concrete retaining wall

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