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USACE / NAVFAC / AFCESA
UFGS-04810 (December 2002)
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Preparing Activity: USACE
Superseding
UFGS-04810 (August 2002)
UNIFIED FACILITIES GUIDE SPECIFICATIONS
Latest change indicated by CHG tags
References are in agreement with UMRL dated 23 June 2005
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SECTION 04810
NONBEARING MASONRY VENEER/STEEL STUD WALLS
12/02
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NOTE: This guide specification covers the
requirements for nonbearing walls consisting of a
masonry veneer wythe that is supported laterally by
a cold-formed steel framing system. The steel
framing does not resist vertical and/or horizontal
loads in the plane of the wall.
Comments and suggestions on this guide specification
are welcome and should be directed to the technical
proponent of the specification. A listing of
technical proponents, including their organization
designation and telephone number, is on the Internet.
Recommended changes to a UFGS should be submitted as
a Criteria Change Request (CCR).
Use of electronic communication is encouraged.
Brackets are used in the text to indicate designer
choices or locations where text must be supplied by
the designer.
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PART 1
GENERAL
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NOTE: For Army projects TM 5-809-3/AFM 88-3, Chap 3
should be used for crack control; ASCE 7 should be
used for wind loadings; TI 809-04 Seismic Design for
Buildings will be consulted for seismic
considerations; and TM 5-809-6/AFM 88-3, Chap 4
should be consulted for caulking and sealant
requirements and details.
The project drawings should show all necessary
Architectural and Structural details including wall
sections, masonry bond and pattern details, joint
locations and details, joint dimensions, weep hole
SECTION 04810
Page 3
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