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Legalett’s North American Head Offices are located in
Cornwall Ontario where a group of dedicated men and women
from three engineering disciplines (geotechnical, mechanical
and structural engineering) work out optimum engineering
solutions for each individual GEO-Slab project (Frost Protected
Shallow Foundation). From small additions to multi-storey
commercial, multi-unit residential or community centers, there
is no project that is too big or too small for us to handle.
We are experts in our field and have provided cost
saving engineered solutions for construction projects all over
North America and beyond.
Designed for Comfort, Engineered for Simplicity
 Point Loads of up to 100,000 lbs. can be accommodated
within the thickness of a typical GEO-Slab, eliminating the
additional excavation and concrete normally required.
 Low bearing capacity soils or landfill
 Expansive Soils by using our below grade water shield design
 Permafrost
 Seismic control
 Vibration or sound control foundation requirements often
required when building near railway lines.
Designed for Comfort, Engineered for Simplicity
Legalett’s low maintenance heated GEO-Slab will provide years of
comfortable radiant heat and is designed to work with off peak hour
energy billing.
No intrusion into high water tables or undermining the roots of
mature trees
Prevention of Radon Gas and moisture migration into the building
through the GEO-Slab foundation.
Cisterns for rain water or fresh water can be placed below GEO-Slab
Designed for Comfort, Engineered for Simplicity
The GEO-Slab provides the foundation structure for the
building at much reduced soil loadings than traditional
footings, allowing opportunities for building on low-lying areas
and poorer quality soils not normally suitable for conventional
construction.
We achieve all this by designing a GEO-Slab, a Frost
Protected Shallow Foundation (FPSF) that structurally behaves
as a two way raft foundation resting on soil that is modeled as
an infinite set of springs.
Designed for Comfort, Engineered for Simplicity
1)
Deformation
Line Loads
Moments
Wire Frame Moments
Soil Bearing Pressure
Designed for Comfort, Engineered for Simplicity
Pipe Layout
Unheated/Heated
Space Requirements
(note the extended
skirting at this location)
Design Specifics
AFI 1000
Latitude 45.1
Longitude 75.23
100YearWinter
No Snow orVegetation
Cover
Designed for Comfort, Engineered for Simplicity
Typical cross section of a standard GEO-Slab
Typical cross section of a standard basement GEO Slab
Reinforcing design includes point loading built into the slab in many areas.
1st rows of snake
chairs and bottom
mesh installed
High water tables and soil loading designed for less then 65 kPa
1- a base of ¾” clear stone is put down
2- plumbing and utilities are roughed in
3-stone is leveled and 9” GEO Foam is put down starting 1-2” beyond the foot print string lines
4- perimeter chalk lines are applied to the 9”GEO Foam base
- the GEO-Passive edge element is then glued and pinned down at the chalk lines
5-Stego vapor barrier is applied over the entire base extending out beyond the edge elements by 12”
-this is then covered by a layer of 3” GEO Foam in the area between the edge elements
6-Reinforcing steel is installed
1 2 3
4 5 6
Some of the special details to be considered
At one outside edge
of the building was
the elevator pit
which was also
designed as part of
the raft slab. The
turned down rebar
will connect the pits
walls and floor to the
slab yet to be
poured
Elevator Pit
Some of the special details to be considered
Cisterns
2 sump pits were installed adjacent to the elevator pit independent of the GEO-Passive Slab.
A High water table and poor soils required designing the slab for less then 65 kPa conditions
Some of the special details to be considered
-Stego Moisture Barrier had to
be protected from puncturing.
-Any punctures had to be
repaired before concrete was
placed
-Many slab penetrations to be
sealed
-Placing the top 3” layer of
EPS over the Stego protected
the majority of it from damage
Some of the special details to be considered
Many Embedments
Legalett site support was ongoing throughout the project and a full inspection
of the work performed was undertaken prior to placement of concrete
Concrete is placed using an over head pump.
Slab must be kept wet for
a minimum of 3 days in
order to reach design
strengths and to prevent
cracking. No Saw cutting
is allowed
Thank you for your interest in GEO-Slab

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Salus Passive House PresentationNV

  • 1. Legalett’s North American Head Offices are located in Cornwall Ontario where a group of dedicated men and women from three engineering disciplines (geotechnical, mechanical and structural engineering) work out optimum engineering solutions for each individual GEO-Slab project (Frost Protected Shallow Foundation). From small additions to multi-storey commercial, multi-unit residential or community centers, there is no project that is too big or too small for us to handle. We are experts in our field and have provided cost saving engineered solutions for construction projects all over North America and beyond. Designed for Comfort, Engineered for Simplicity
  • 2.  Point Loads of up to 100,000 lbs. can be accommodated within the thickness of a typical GEO-Slab, eliminating the additional excavation and concrete normally required.  Low bearing capacity soils or landfill  Expansive Soils by using our below grade water shield design  Permafrost  Seismic control  Vibration or sound control foundation requirements often required when building near railway lines. Designed for Comfort, Engineered for Simplicity
  • 3. Legalett’s low maintenance heated GEO-Slab will provide years of comfortable radiant heat and is designed to work with off peak hour energy billing. No intrusion into high water tables or undermining the roots of mature trees Prevention of Radon Gas and moisture migration into the building through the GEO-Slab foundation. Cisterns for rain water or fresh water can be placed below GEO-Slab Designed for Comfort, Engineered for Simplicity
  • 4. The GEO-Slab provides the foundation structure for the building at much reduced soil loadings than traditional footings, allowing opportunities for building on low-lying areas and poorer quality soils not normally suitable for conventional construction. We achieve all this by designing a GEO-Slab, a Frost Protected Shallow Foundation (FPSF) that structurally behaves as a two way raft foundation resting on soil that is modeled as an infinite set of springs. Designed for Comfort, Engineered for Simplicity
  • 5. 1) Deformation Line Loads Moments Wire Frame Moments Soil Bearing Pressure Designed for Comfort, Engineered for Simplicity Pipe Layout
  • 6. Unheated/Heated Space Requirements (note the extended skirting at this location) Design Specifics AFI 1000 Latitude 45.1 Longitude 75.23 100YearWinter No Snow orVegetation Cover Designed for Comfort, Engineered for Simplicity
  • 7. Typical cross section of a standard GEO-Slab
  • 8. Typical cross section of a standard basement GEO Slab
  • 9. Reinforcing design includes point loading built into the slab in many areas. 1st rows of snake chairs and bottom mesh installed
  • 10. High water tables and soil loading designed for less then 65 kPa
  • 11. 1- a base of ¾” clear stone is put down 2- plumbing and utilities are roughed in 3-stone is leveled and 9” GEO Foam is put down starting 1-2” beyond the foot print string lines 4- perimeter chalk lines are applied to the 9”GEO Foam base - the GEO-Passive edge element is then glued and pinned down at the chalk lines 5-Stego vapor barrier is applied over the entire base extending out beyond the edge elements by 12” -this is then covered by a layer of 3” GEO Foam in the area between the edge elements 6-Reinforcing steel is installed 1 2 3 4 5 6
  • 12. Some of the special details to be considered At one outside edge of the building was the elevator pit which was also designed as part of the raft slab. The turned down rebar will connect the pits walls and floor to the slab yet to be poured Elevator Pit
  • 13. Some of the special details to be considered Cisterns 2 sump pits were installed adjacent to the elevator pit independent of the GEO-Passive Slab. A High water table and poor soils required designing the slab for less then 65 kPa conditions
  • 14. Some of the special details to be considered -Stego Moisture Barrier had to be protected from puncturing. -Any punctures had to be repaired before concrete was placed -Many slab penetrations to be sealed -Placing the top 3” layer of EPS over the Stego protected the majority of it from damage
  • 15. Some of the special details to be considered Many Embedments
  • 16. Legalett site support was ongoing throughout the project and a full inspection of the work performed was undertaken prior to placement of concrete
  • 17. Concrete is placed using an over head pump. Slab must be kept wet for a minimum of 3 days in order to reach design strengths and to prevent cracking. No Saw cutting is allowed
  • 18. Thank you for your interest in GEO-Slab