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Washington State Masonry Code Amendments
Section
1405.6.2
Deletes the requirement for wire joint reinforcement in anchored
masonry veneer located in SDC D.
Sections 2104.5 and 2104.6
Increase the grout lift height and grout pour height requiring
cleanouts to a full masonry modular dimension from 5’-0” to
5’-4”. Exceptions to these requirements can be approved through
the use of a grout demonstration panel (Section 1.6E of
Specification TMS 602-08)
Section 2107.2
Clarifies the permissible one-third stress increase for
allowable stress design when using the alternative basic load
combinations.
Sections 2107.6 and 2108.5
Provide detailed anchor bolt installation requirements. Delete
the ½ inch grout surround requirement for bolts installed in
unit face shells.
Oregon State Masonry Code Amendments
Section
1405.6.2
Deletes the requirement for wire joint reinforcement in anchored
masonry veneer located in SDC D for Occupancy Categories I and
II only.
Section 2104.5
Increases the grout lift height to a full masonry modular
dimension from 5’-0” to 5’-4”.
Section 2104.6
Modifies the grout pour height limit requiring cleanouts. Also
allows exceptions with approved construction procedures and
optional cleanout dimensions.
Section 2107.2
Clarifies the permissible one-third stress increase for
allowable stress design when using the alternative basic load
combinations.
Sections 2107.6 and 2108.4
Provide detailed anchor bolt installation requirements. Delete
the ½ inch grout surround requirement for bolts installed in
unit face shells.
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