Masonry Anchorage and Veneer

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Revision 3 · Aug 26, 2026 +14 −12

Corpus sync: neutrality remakes, note hygiene, datasheet relocation, transformer-split cross-refs
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---
title: Masonry Anchorage and Veneer
137 unchanged lines
## Anchor pull testing confirms in-place capacity when the backup or fastener substrate is variable or when required by the Engineer of Record. {note}
+## The field anchor pull-test program shall be specified based on the variability of the backup or fastener substrate and any requirement of the Engineer of Record.
+
```datasheet
label: Field Anchor Pull-Test Program
11 unchanged lines
## Corrosion is the dominant durability failure mode for veneer anchorage: the tie is buried in mortar that wicks moisture and, in some exposures, chlorides, and a corroded tie loses cross-section until it can no longer transfer wind load. {note}
## The corrosion-protection level shall be selected for the building's exposure zone, not for the lowest first cost, because re-anchoring a failed veneer requires removing the masonry. {note}
+## The corrosion-protection level shall be selected for the building's exposure zone, not for the lowest first cost, because re-anchoring a failed veneer requires removing the masonry.
### Hot-dip galvanized carbon steel anchors and ties shall be limited to interior or protected exterior service away from chloride exposure.
### Type 304 stainless steel anchors and ties shall be used for general exterior service, including humid climates and freeze-thaw exposure.
### Type 316 stainless steel anchors and ties shall be used in coastal, marine, de-icing-salt, and other chloride-laden exposures.
### Galvanized carbon steel shall not be specified for coastal or chloride-exposed environments, where ASTM A153 zinc coatings corrode and lose section.
## The exposure zone is a single project-wide decision that drives every anchor, tie, and fastener material call-out. {note}
```datasheet
label: Anchor Corrosion-Protection Level
17 unchanged lines
```
+### Hot-dip galvanized carbon steel anchors and ties shall be limited to interior or protected exterior service away from chloride exposure.
+
+### Type 304 stainless steel anchors and ties shall be used for general exterior service, including humid climates and freeze-thaw exposure.
+
+### Type 316 stainless steel anchors and ties shall be used in coastal, marine, de-icing-salt, and other chloride-laden exposures.
+
+### Galvanized carbon steel shall not be specified for coastal or chloride-exposed environments, where ASTM A153 zinc coatings corrode and lose section.
+
+## The exposure zone is a single project-wide decision that drives every anchor, tie, and fastener material call-out. {note}
+
## Thermal performance at the anchor penetration is a service condition where the veneer is over exterior continuous insulation, because each metal anchor that bridges the insulation is a thermal short. {note}
290 unchanged lines
## Flashing and weeps are the drainage system that makes an air-space veneer work: flashing collects water that reaches the cavity and directs it out, and weeps are the openings through which it leaves. {note}
## The single most common field error is placing weeps a course or more above the flashing, which lets water pond on the flashing and back up into the cavity; weeps must sit directly on top of the flashing. {note}
+## The single most common field error is placing weeps a course or more above the flashing, which lets water pond on the flashing and back up into the cavity; weeps must sit directly on top of the flashing.
## Flashing {toc}
142 unchanged lines
default: 2
```

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