the minimum amount of reinforcement for crack
control and vertical stiffeners, is classified as
nonreinforced masonry.
The following information will be shown on the
1. Locations and dimensions of each type of masonry
work; wall sections and anchor details.
2. Color, texture, and size of brick and color of
mortar if other than natural gray.
3.
Bond pattern if other than running bond.
4.
All flashing locations and details.
5. Control joint and expansion joint locations and
details.
6.
Special brick shapes if required.
7. Compressive strength (f'm) of units, mortar,
grout, or entire assembly and fy of reinforcing.
8.
Reinforcing tie, splice, and bond beam details.
9. Size and location of any pipes, ducts, door and
window framing, or other embedded items.
10. Equivalent thickness or UL assembly for fire
rated walls.
**************************************************************************
1.1
REFERENCES
**************************************************************************
NOTE: Issue (date) of references included in
project specifications need not be more current than
provided by the latest guide specification. Use of
SpecsIntact automated reference checking is
recommended for projects based on older guide
specifications.
**************************************************************************
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to within the text by the
basic designation only.
ACI INTERNATIONAL (ACI)
ACI 318M/318RM
(2002) Metric Building Code Requirements
for Structural Concrete and Commentary
ACI 530/530.1
(2002) Building Code Requirements for
Masonry Structures and Specifications for
Masonry Structures and Commentaries
ACI SP-66
(2004) ACI Detailing Manual
SECTION 04200
Page 6
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