A cmu wall load bearing or non load bearing on a slab on grade does not load the slab like it would a strip footing.
Slab on grade concrete block wall sectio.
Set out the first row of cinder blocks without mortar and adjust and move your wall as needed until you are satisfied with the layout.
The top side view is the wrong way to build.
Conceptual wall section brick block cavity wall october 12 2015 01 030 0201.
Concrete stem walls that are monolithic with slabs on ground or are otherwise laterally supported by slabs on ground shall be vertically reinforced in accordance with section r611 6 and table r611 6 1 r611 6 2 or r611 6 3 for above grade walls.
Once this concrete has cured it will have created a bond between the block rebar and concrete slab forming a single structural unit and the rest of the blocks can be laid as normal.
Ideally you d want at least 6 inches of slab exposed between the bottom of the siding and the start of the soil.
Because the wall is exposed to soil on both sides waterproofing or dampproofing coatings are generally not required.
Figures 5 and 6 show concrete masonry stemwalls with masonry and with frame above grade walls respectively.
Wall system brick veneer cmu backup rigid insulation fluid applied ab.
The first reinforced concrete design manual formerly titled aci design handbook was developed in accordance with the design provisions of 1963 aci 318 building code by aci committee 340 design.
Fill the block cells empty cavities with concrete up to the top of the first course and trim with a trowel.
I use the pca book like rgerk.
The major structural components of a slab on grade foundation are the floor slab itself and either grade beams or foundation walls with footings at the perimeter of the slab see figures 4 2 and 4 3.
A stemwall with slab on gradesupports the wall above and often also provides a brick ledge to support an exterior masonry veneer.
The following illustration shows you a cross section of what family handyman is promoting in the top view.
Foreword the reinforced concrete design manual sp 17 11 is intended to provide guidance and assistance to professionals engaged in the design of cast in place reinforced concrete structures.
Draw an outline of the wall on the concrete with chalk and then remove the blocks.
The slab bends under the wall tension in the bottom of the slab and bends either side of the wall in the reverse direction tension in the top of the slab.
Where the unbalanced backfill retained by the stem wall is greater than 18 inches 457 mm the connection between the stem wall and the slab on ground and the portion of the slab on ground providing lateral support for the wall shall be designed.
When building stem walls block courses on footings are set below grade and reinforced with rebar before concrete is poured in a continuous pour for a seamless integral slab.
The bottom side view shows the proper exterior wall on slab placement.
