721.3.1.1 Concrete masonry unit plus finishes. The equivalent
thickness of concrete masonry assemblies, Tea> shall
be computed as the sum of the equivalent thickness of the
concrete masonry unit, T" as determined by Section
721.3.1.2, 721.3.1.3, or 721.3.1.4, plus the equivalent
thickness of finishes, Tel' determined in accordance with
Section 721.3.2:
(Equation 7-6)
T,
= Vn/LH = Equivalent thickness of concrete
masonry unit (inch) (mm).
where:
Vn = Net volume
of masonry unit (inch3) (rnm3).
L = Specified length of masonry
unit (inch) (mm).
H
= Specified height of masonry unit (inch) (mm).
721.3.1.2
Ungrouted or partially grouted construction. T, shall
be the value obtained for the concrete masonry unit determined
in accordance with ASTM C 140.
721.3.1.3
Solid grouted construction. The equivalent thickness,
Te, of solid grouted concrete masonry units is the actual
thickness of the unit.
721.3.1.4
Airspaces and cells filled with loose-fill material.
The equivalent thickness of completely filled hollow concrete
masonry is the actual thickness of the unit when loose-fill
materials are: sand, pea gravel, crushed stone, or slag
that meet ASTM C 33 requirements; pumice, scoria, expanded
shale, expanded clay, expanded slate, expanded slag, expanded
fly ash, or cinders that comply with ASTM C 331; or perlite
or vermiculite meeting the requirements of ASTM C 549 and
ASTM C 516, respectively.