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Basement Maintenance:
Basement Walls:
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Basement walls are
constructed out of several materials such as poured concrete, cinder
block, stone, and occasionally wood. One common problem associated with
basement walls is moisture penetration.
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Water Penetration:
KEEP YOUR BASEMENT DRY!
Gutters and downspouts play an important role in diverting water away
from the building:
 | Clean the gutters and downspouts in the spring and fall (or as
needed). |
 | Make sure that the gutters drain and are sloped towards the
downspouts. |
 | Be sure the downspouts are extended well away from the foundation (4
to 6 feet is usually adequate). |
 | Improper grading around a home can be another factor in a wet
basement. Re-grading the exterior landscaping to direct water away from
the building rather than towards it, can be another effective solution to
moisture problems. Ideally, the ground should slope down and away from the
home at a rate of one inch per foot for the first six feet. A soil |
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Crawl Spaces:
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Any area under a home with less than full headroom is
called a crawl space. According to many codes, there must be at least
eighteen inches of clearance between the bottom of the floor joists and the
ground and twelve inches under beams.
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 | Crawl spaces should be dry. The crawl space floor should be protected
against moisture entry with a vapor barrier. Plastic sheeting, felt paper,
or concrete are common materials used. Proper steps should be taken to allow
ventilation within the crawl space. |
 | Typically, one square foot of ventilation per 1500 square feet of crawl
floor is adequate, provided a vapor barrier has been installed. If a vapor
barrier is not present, one square foot of ventilation per 500 square feet
of crawl is suggested. Good ventilation and a vapor barrier will
significantly affect the moisture levels in the crawl space. It reduces the
likelihood of structural damage, pest infestations, and a musty odor in your
home. |
 | Periodically inspect the crawl space for signs of moisture.
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 | Open the crawl vents in the warmer months. |
 | Close the crawl vents in the winter months. |
Beams & Columns:
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The purpose of a support beam is to carry the weight of the
floor and walls horizontally to the foundation or columns. Typical materials
for support beams are steel, wood, or laminated plywood. Steel beams can be
much stronger than wood and are much more resistant to rot and insect and
mechanical damage. Steel beams should rest on steel or masonry columns. The
newer, laminated plywood beams can be stronger than the solid wood type.
These beams are lighter and less expensive than steel beams. Wood beams can
rest on wood columns.
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 | The purpose of a support column is to carry the weight of a beam down to
a footing. Typical materials for support columns are steel, brick, concrete
block or wood. Every support column should have a concrete footing
underneath that compacts well causes water to run across its surface. This
is the preferred material to use. |
 | Periodically inspect the soil around the perimeter of your home making
sure that water is sloped away from the foundation. |
 | Any abnormal slanting, sloping or leaning of your floors, walls, or
ceilings should be promptly investigated. |
 | Periodically inspect wood beams or columns for moisture damage, pest
infestation or warping (especially in crawl spaces). |
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WALL CRACKS:
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Regardless of their
construction, walls crack because they are overloaded or because the
structure has settled or heaved. Vertical and angled cracks are usually
caused by settlement or heaving. Horizontal cracks are more likely to be
load induced or caused by side pressure.
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NOTE: Surface cracks that do not pierce the wall and are not accompanied
by displacement are not structural in nature and should be distinguished
from the cracks discussed here.
VERTICAL CRACKS:
 | If a wall has an upwards overload adjacent to a downwards
overload, it may crack vertically so that one side rises or sinks with
respect to the other. Vertical cracks are usually caused by settlement,
compaction, or soil eroding under the footing. Overloading from above can
occur when framing members fail forcing loads to areas that were not
designed for them. Similar cracks can also be caused by overloads from
below, such as frost or hydraulic expansion of the soil. |
ANGLED CRACKS:
 | When up and down loads are applied so the forces are offset from
one another, cracks are likely to occur at an angle. Cracks of this type
may be found when there is a major discontinuity in the soil or if a
building is built on expansive clays. |
HORIZONTAL CRACKS:
 | When a wall is overloaded from the outside, as from frost, soil
pressure, or improper backfill, it may bow inward and crack horizontally.
In a block wall, the crack is usually in a mortar joint and is wider on
the inner face. An additional cause of horizontal cracking may be
settlement of the foundation. If a foundation is laid on top of unstable
soil, the wall which lacks the proper support could drop resulting in a
horizontal crack without vertical displacement of the wall surface. |
Note: Surface effects such as poor grading or improperly located
downspouts can increase the amount of water pushing against the basement
wall.
CATASTROPHIC FAILURES:
 | Walls are strongest in compression. As a result, they prevent a
catastrophic failure which occurs from vertical loading in the absence of
a horizontal component. Failure generally occurs when a horizontal
component of the load causes the center of gravity of the wall to move
beyond its base. The center of gravity is the midpoint of the mass of he
wall. Unless it is specifically constrained, an object will overturn if
its center of gravity moves outside its base. |
Signs of possible foundation failures include:
 | Horizontal cracking or wall out of plumb. |
 | Excessive bowing inward or outward. |
 | Large vertical cracks (in excess of 1/4 inch). |
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| Note:
The Information contained within this website is for informational purposes
only. Kevin M. Leonard & The Ohio Home Inspections Company always recommends that
a qualified expert be consulted in the area of concern. |
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