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BEFORE THE ARCHITECTCUSTOM HOME DESIGNING BACKGROUND – HOUSE DESIGN ARTICLES

ALL ABOUT HOUSE FOUNDATION PROBLEMS and

HOUSE FOUNDATION CONSTRUCTION DESIGN OF A CONCRETE PILASTER

By Before The Architect  Copyright 2009

YOU MAY FREELY QUOTE THE AG WITH PROPER ATTRIBUTION

 

Do you think that the devil's in the house plan details?   The only devil in the house plan details of whom we know is the devil serving lazy, lousy home designers and home builders.  From our vantage, house plan details take the wiggle-room out of commonly low home designing and home building standards.  Before The Architect

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QUESTION: WHASSUP WITH HOUSE  FOUNDATION PROBLEMS?

ANSWER:  PRETTY NEAR NOTHING WITH A CONCRETE COLUMN PILASTER DESIGN IN HOUSE FOUNDATION SLAB CONSTRUCTION.

PILASTER HOME FOUNDATION PLAN GUIDE FOUNDATION DETAIL FOR CONCRETE COLUMN PILASTER SUPPORT TO A FOUNDATION SLAB - FLAT SLAB, OR GRADE SLAB, OR SLAB-ON-GRADE

bulletA house foundation concrete column pilaster design to support a foundation slab - flat slab, or grade slab, or slab-on-grade
bulletShall function to support an exterior slab on grade at its joint to a home foundation 
bulletAt not less than 6 linear inches both sides of a change in direction of the slab
bulletAt the entirety of concentrated loads (as a step) plus 1 linear foot along wall line each side of load
bulletOtherwise at not greater a clear span in feet than 3 times slab thickness in inches
bulletExcept where masonry finish clad flooring is to be applied, then at the more numerous of
bulletNot greater than half a clear span in feet than 3 times slab thickness in inches where masonry finish clad flooring is to be applied
bulletBelow contraction joints, sharing slab section burdens equally
bulletShall function to support evenly either side of a contraction, or control, joint intersection with a home foundation wall
bulletShall function to support each grade beam or modified grade beam butt to home foundation
bulletShall be not less
bulletIn height than from a footing top of face to the bottom of face of the supported element
bulletIn width not less than 8 linear inches, not less than the width of a supported grade beam 
bulletIn depth not less than the depth of the footing reveal on which the pilaster rests
bulletMay be of 
bulletBrick
bulletBlock or
bulletPlacement
bulletIf of brick or to brick, then
bulletSecured to a home foundation wall
bulletWith wall ties at not greater than 6 linear inches on center on the vertical and
bulletWith wall ties not greater than 12 linear inches on center on the horizontal
 
Comment:  In the figure Pilaster Home Foundation Applications, there are two different functions served by pilasters (dark-hatched areas) based on the footings interior top of face:

  1. Support the slab-on-ground either side of contraction, or control, joints (long, dashed lines), unbonded.
  2. Support the slab-on-grade at either side of a cornerpoint, unbonded.

For information only -

In the illustration Pilaster Home Foundation Applications, Plan View, the concentric semi-circles indicate eventual finishing with decorative half-columns as apparent structure supporting a covered porch.

 Concrete Pilaster Column Home Foundation Design Applications, Plan View  

Notes: The broad band elements with diagonal hatches are grade beams, unbonded; the big square in an intermediate support to the grade beams.

bulletCenter on the vertical and not greater than 12 linear inches on center on the horizontal
 
bulletIf of block or to block
bulletThen secured to a home foundation wall with deformed rebar of diameter as applied in proximity, as dowels,
bulletAt not greater than 6 linear inches on center on the vertical and
bulletNot greater than 12 linear inches on center on the horizontal
bulletOr equivalent
bulletOr with wire mesh as in block wall material on not greater than 8 linear inches centers on the vertical
 
bulletIf by placement to placement either cold joint or monolithic
bulletThen secured to a home foundation wall with deformed rebar of diameter as applied in proximity, as dowels,
bulletAt not greater than 6 linear inches on center on the vertical and
bulletNot greater than 12 linear inches on center on the horizontal
bulletShall not be secured by any means (except as by compression) to a grade beam 
 
bulletA cold joint shall be separated by a continuous bond break between the pilaster top of face and the grade beam bottom of face

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