Home inspectors, building code compliance inspectors, and general building contractors are often able to recognize possible foundation or other building problems which may be costly or dangerous, thus requiring the intervention of an expert foundation repair company or foundation design engineer. These early visitors to a building site, most often the home inspector, see a very large number of in-service field conditions leading to building failures.
Foundation inspectors can, without performing any engineering calculations or analysis, learn to recognize signs of important foundation or other structural problems developing well before forensic engineers and foundation experts are asked to design a repair and almost always well before the actual occurrence of a catastrophic building failure. This breadth of field inspection experience and education, combined with an informed and careful building inspection, provide a valuable first line of defense for building owners and occupants who may be facing previously unrecognized costly or dangerous foundation damage.
Foundation inspections are conducted to identify & document potential costly or dangerous conditions. The inspection must consider many factors beyond the obviously visible condition of the foundation, such as attending to site conditions, evidence of the history of building movement, and the type, location, and extent of cracking and movement. This data, combined with education and experience, permit a knowledgeable foundation inspector to advise the client about the urgency of foundation repair and the type of repair that may be needed. Accountability: the inspector is accountable for visible portions of the foundation and for recognizing signs of defects. In some circumstances this may include invisible or hard-to-see conditions for which there are nonetheless adequate clues: contextual, historical, or other visible secondary evidence. Action: If appropriate, the inspector may suggest further evaluation/repair including invasive methods such as removing finish materials that cover the foundation, outside excavation, the employment of a foundation engineer, foundation repair company, a test firm to make soil borings, or other investigative measures. Dangers: Since certain masonry structure defects, such as bulged above ground brick masonry walls, can lead to sudden precipitous and catastrophic collapse, dangerous conditions may be present at some properties. While there are often hidden conditions which can disguise building conditions, the ability to recognize those potentially urgent or dangerous conditions which can be detected is important in a foundation inspection. Note: In-service field conditions refers to the state of repair of a building or its components while the building is in-use. Building construction standards, engineering and architectural design, and building code compliance have traditionally dealt either with advance specifications for a building which is to be constructed, or with the forensic examination of a building or component after it has failed. The science and practice of in-sevice building inspections and building conditions provide an important but different base of experience about the way in which buildings and building components fail, the causes of building failures, and the detection of clues indicating that failures are developing. In-service building inspections provide an opportunity to detect evidence of developing construction failures which (usually) have not yet reached such dire conditions as to be obvious to the lay person. The home inspection profession (contrasted with the "home inspection industry") focuses on in-service field conditions and as such has developed its own unique education, standards, ethics, and practices. Yet it also requires an understanding of design, codes, and building standards as well as traditional failure analysis.
FOUNDATION DIAGNOSIS INTRODUCTION FOUNDATION INSPECTION METHODS SITE FACTORS FOUNDATION CONSTRUCTION DEFECTS of OCCURRENCE DEFECTS OF OMISSION EVALUATE FOUNDATION CRACKS MOVEMENT ACTIVE/STATIC EVALUATE MOVEMENT DAMAGE SEVERITY TERMS REPORTING FOUNDATION DAMAGE FOUNDATION REPAIR METHODS ADDITIONAL READING INSPECTION STANDARDS More Information
Home Page & Site Map Structure Contact Us FOUNDATION INSPECTION METHODS The general procedural steps and major topics in a foundation inspection include these steps. Links to discussions of each of these topics are at the left side of this page.
Site Factors: Observe site factors affecting the structure such as slope, drainage, rock, or nearby activities such as blasting Construction: Identify construction type, materials, sequence of construction Defects of Occurrence: Observe defects of occurrence - things that have happened to the structure such as signs of movement, history, other clues Defects of Omission: Observe defects of omission - things that have been left-out or removed (harder to spot) such as possible absence of supporting posts, piers, footings, or other critical components Evaluate Observations: Evaluate the information which has been collected (history, observations, clues), visual evidence of their impact on the structure, and their importance. Recognize when additional expert evaluation or repair is needed by a foundation or structural engineer or foundation repair specialist Report Observations & Make Recommendations: Communicate the observations and recommendations to the client with clarity so that the client understands the implications of the findings and the need for action (if any).
The Barrie Home Inspector does not make statements, such as, "this foundation is structurally sound". Statements of this nature would be deemed as making an unqualified assessment. We would state that "no evidence of structural damage was found." When evidence of structural damage is found or suspected recommendations would then be made to have further analysis performed by qualified technician.
Through the years we have seen many sets of engineered plans for our steel buildings come through our offices. This has given us the opportunity to examine different concrete and foundation requirements for many different parts of the country. While we have attempted to provide you with accurate information with regard to what your concrete and foundation requirements will be, this information is not guaranteed to be what an engineer would specify for your unique circumstances but is intended to be used only as a guide in your concrete requirements.
You will find that steel building kits can be anchored on the ground (without a concrete floor) or on concrete. Before getting into particulars, if you are in an area that has a frost line, you will need to be approximately 12" under that frost line for your perimeter footings. This depth requirement for colder areas applies to ground anchoring as well.
The below described concrete applications do not account for frost line requirements.
Ground Mount (no concrete pad):
1.When mounting your steel building kit to the ground, you will be required to dig a post hole approximately 10” in diameter and 30” deep every five feet or every four feet depending upon whether you have purchased a 5' on-center system or a 4' on-center system.
2.Assemble your base rails and lay them in place, marking where your holes should be dug. (A 16 D nail poked into the ground through the pre-drilled hole in the base rails works very accurately for this.)
3.Next, use a post hole digger or auger and drill your holes 30” deep. Clean out the holes.
4.You would now lay out your steel building kit base rails according to the instructions and drop the ground anchors into the pre-drilled holes. Use a 2500psi concrete (pre-mixed bags or mix your own) and, using a shovel, fill the holes.
You should wait at least seven days for the concrete to properly set before moving on with the assembly of your steel building.
Concrete Mount:
1.Size the slab. You should make your slab 4” wider than the width of your steel building and 6” longer. This is so you don't break or crack the edge of the slab when affixing the concrete anchor expansion bolts into your slab.
2.Concrete Floor: Your floor should be a minimum of 4” thick. Make it 6” thick if you are intending large vehicles such as trucks or larger RVs to be parked on it. The concrete should be a minimum of 2500 psi concrete with fiber mesh reinforcement added at the batch plant OR #3 rebar on 24” centers. You should also consider going with a concrete mixture of 4000psi along with the extra two inches of concrete if you are intending more than a normal amount of weight.
3.Be sure to saw cut expansion joints within an appropriate time after the pour is finished or trowel in the expansion joints while the finishing is occurring.
Footing Requirements:
(International Building Code 2000 or “IBC 2000” requirements) At the same time you pour the floor, you are going to pour the perimeter footings. This is called a monolithic pour or monolithic slab. Perimeter footings need to be 12” deep (you can include the 4” of floor as part of the 12”) and 16” wide. The footings will have to have two #4 rebar lengths top and bottom, continuous run around the complete perimeter.
In our local area (Tempe, AZ), the footings would cost approximately $11.50 per lineal (running) foot.
That's it. If your building department is still using UBC 1997 (Uniform Building Code), which many of them are, your footing only needs to be 12” wide. That should knock about $1.00 per lineal foot off the above footing price estimate.
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Inspector has sinced written about articles on various topics from Family, Real Estate and Buying and Selling Home. Roger Frost is a home inspector and founder of Napoleon Home Inspections, with offices in Barrie and Toronto Ontario. He has written many articles on home inspections which can be found at. Inspector's top article generates over 49500 views. to your Favourites.
Matt Fay has sinced written about articles on various topics from Real Estate, Accounting Guide and Real Estate. For more information on concrete requirements for steel buildings, visit at. Matt Fay's top article generates over 3600 views. to your Favourites.