Defective Infinity or Vanishing Edge Swimming Pool
Expert Witness Paolo Benedetti discusses the importance of using project
specific structural engineering and geotechnical reports.
Generic or Project Specific Engineering?
Generic
structural engineering fills a void in the concrete swimming pool
construction market by providing cost effective "ready made" and "off
the shelf" engineering. These plans are sufficient for most tract home
pools with a flat yard and no surcharges.
Project specific engineering is structural engineering
that has been designed FOR YOUR SPECIFIC PROJECT. This means that the
experts have consulted with each other and have designed something that
will economically function on your site.
The Dangers of using Generic Engineering
The publishers of generic structural engineering provide a
catalog or on-line listing of their various plans and construction
details. This allows the pool builder to select the products that they
need & rapidly receive the plans. Therein lies the whole
problem... the pool builder SELECTS the engineering, the strengths and
what is required.
Soil Conditions
Though
the plans are engineered, each is contains details unique to the soil
conditions. Standard plans are designed to accommodate various types of
expansive soils. Many contain three to four various steel schedules,
based upon the soil condition on the construction site. Who determines
the soils conditions on the site and the resulting strength of shell to
use? The pool builder, of course.
Without
obtaining a soils report (aka: geotechnical report) prior to
construction, then your pool builder will select the appropriate (or
inappropriate) engineering. There is ABSOLUTELY NO WAY to determine the
soil conditions without a soils report.
Site Conditions
Generic
mail order plans also do not take into consideration the "site
conditions" on a construction project. The structural engineer has not
reviewed the topography of the site to determine if any surcharges are
present. A surcharge is something that can potentially place stress
upon the pool structure. Surcharges can be nearby up slopes, down
slopes, buildings, structures, lakes, retaining walls, surf, snow, wind
or even seismic events.
Without a structural engineering review of the project
plan, soils report, topographical map and site images, the
responsibility of identifying these surcharges is left to the pool
builder. Even if they do identify potential surcharges, do you really
want them determining the amount of surcharge? Are you confident that they identified ALL of the potential surcharges?
Catch-All
Generic engineering is designed to be a catch-all
for all geographic regions where the mail order engineering firm is
licensed. This means that the plans may include structural elements
that are not required in your local. This all translates to unneeded
additional cost for the buyer. The plans may also omit items that may
be required by local code or ordinance.
Additionally, these plans are only designed to meet the
MINIMUM standards. Though industry standards often utilize 4,500 or
even 5,000 PSI concrete, these generic plans oftentimes only specify
2,500 PSI concrete.
Why?
Because most pool builders who are utilizing mail order plans are cost
conscience. 5000 PSI concrete costs more. Concrete exceeding 2500 PSI
also requires that the placement of the concrete be inspected by a
special deputy inspector, and in some regions, a quality assurance
testing laboratory. Again, additional costs. But why wouldn't you want
these workmanship guarantees and quality assurances?
Correctly Utilizing Generic Engineering
If you plan on utilizing generic mail order engineering, then there are some things that must occur:
1.
A soils report for the construction site must be provided to the
structural engineer. Test borings must occur in the proposed locations
of construction.
2. The structural engineer must be provided site images, a topographical map and proposed project layout.
3.
The structural engineer must provide a letter or notations on the plans
that they actually reviewed the soils report & make reference to
the Soils Engineering Report, date and author.
4.
The soils engineer, then must review the generic mail order structural
engineering and write a letter stating that they have reviewed the
structural engineering and that they agree that the plans meet or exceed
the requirements for the site.
5. The
structural steel should be inspected by the structural engineer to
verify that the plans were followed. This can be an in person
inspection or through digital photographs. An "inspection letter"
should be obtained, stating that the structural engineer has reviewed
and approved the steel placement.
6. Minimum concrete strengths should be 4,500 PSI.
7.
An inspector should be present during all gunite/shotcrete placement.
Samples should be sent to a testing lab to verify that you're getting
what you paid for.
Why not use Project Specific Engineering?
Since
project specific engineering requires that the same steps be followed
as using generic engineering correctly, why not just obtain project
specific engineering?
GOOD QUESTION !
Paolo Benedetti
Aquatic Artist, Consultant & Construction Defect Expert Witness
"Creating water as art."™
Aquatic Technology Pool and Spa
©www.aquatictechnology.com