13.2 Waterproofing, Flashing & Sealants

Key Takeaways

  • Dampproofing resists moisture vapor and incidental damp; waterproofing resists hydrostatic pressure — they are not interchangeable specifications
  • A wall's weather-resistive barrier and its flashings form a drainage plane that must be lapped shingle-fashion so water always runs out and down
  • Through-wall flashing requires end dams and unobstructed weeps, typically spaced about 24 to 33 inches on center
  • A sealant joint should be designed roughly 2:1 width to depth with a backer rod to prevent three-sided adhesion
  • Ultraviolet exposure and large daily thermal cycles shorten sealant and barrier life in Arizona, making product selection and joint design consequential
Last updated: August 2026

Everything Below the Roof

Quick Answer: Water management on a building is a system of planes and laps: a weather-resistive barrier behind the cladding, flashings at every interruption, weeps to let water back out, and sealants at the joints. The rule that governs all of it is that every layer laps over the one below, shingle-fashion, so water always travels out and down.

Section 12.3 covered insulation, vapor retarders, and air barriers. This section covers the wet side: how water is kept out of walls and out of below-grade space, and why it gets in anyway.

Dampproofing Versus Waterproofing

These are two different specifications and the exam tests the difference.

DampproofingWaterproofing
ResistsMoisture vapor and incidental dampnessHydrostatic pressure — standing water
Typical materialAsphalt emulsion or cementitious coatingSheet membrane, fluid-applied membrane, bentonite
Where requiredFoundation walls retaining earth where a hydrostatic condition does not existWhere a high water table or hydrostatic head exists
Companion workFoundation drain, free-draining backfillDrainage board, foundation drain, sometimes a sump

The code's logic is straightforward: dampproofing is the default for a foundation wall enclosing habitable or usable space, and waterproofing is required where groundwater will actually stand against the wall. Specifying dampproofing on a site with a hydrostatic condition is a design error the contractor should flag rather than build.

Both depend on drainage. A perimeter foundation drain in clean gravel, wrapped in filter fabric, discharging to daylight or a sump, does more to keep a basement dry than any coating. Arizona sites add a wrinkle: caliche layers perch water, so a site that is bone dry in May can hold water against a wall for days after an August storm.

The Drainage Plane and Through-Wall Flashing

Modern wall assemblies are not assumed to be perfectly sealed. They are designed so that water that does get past the cladding is intercepted by a weather-resistive barrier (WRB), carried down, and discharged back out.

Making that work requires three things:

  1. Continuity. The WRB is continuous, with laps and seams sealed as the manufacturer requires.
  2. Correct lapping. Upper layers lap over lower ones. Reverse-lapped housewrap at a window head funnels water into the wall — the single most common wall-leak cause in residential construction.
  3. Integration with flashings. Every penetration and interruption gets a flashing that ties into the WRB in the right order: sill pan first, then jambs, then head flashing tucked under the WRB above.

Through-wall flashing appears at the base of masonry walls, at shelf angles, above and below openings, and at roof-to-wall intersections. It requires:

  • End dams turned up at each end, so water cannot run off the end of the flashing into the wall.
  • Weeps at the flashing line so collected water exits — typically spaced about 24 to 33 inches on center in masonry, formed with rope wicks, open head joints, or manufactured vents.
  • A clear cavity. Mortar droppings that bridge the cavity and cover the weeps defeat the whole assembly. Mortar-collection mesh at the flashing line is cheap insurance.

Sill pans at window and door openings are the residential equivalent, with the same rules: back dam, end dams, and sloped to drain outward.

Sealant Joints

Sealant is not glue and it is not a substitute for flashing. It is a movement-accommodating closure, and it works only if the joint is designed.

Design ruleWhy
Roughly 2:1 width-to-depth ratioLets the sealant stretch and compress without tearing
Backer rod (closed-cell or bond-breaker tape)Controls depth and prevents three-sided adhesion
Two-sided adhesion onlyA sealant bonded to the joint bottom as well as both sides cannot move and will tear
Clean, dry, primed substratesAdhesion failure is the most common sealant failure mode
Correct joint width for expected movementA joint sized for a hot afternoon has no room left on a cold morning
Sealant familyCharacter
SiliconeExcellent movement and ultraviolet resistance; will not accept paint
PolyurethaneGood movement, paintable, good abrasion resistance; more UV-sensitive than silicone
PolysulfideChemical and fuel resistance
Acrylic latexInterior, minimal movement, paintable

For Arizona exterior work, the combination of intense ultraviolet exposure and 40-degree daily temperature swings argues for high-movement silicones or high-performance urethanes at exterior joints. A cheap acrylic caulk at a stucco control joint is a one-summer product.

Warning: the two failure modes have different fixes. Adhesive failure — sealant peeling cleanly off the substrate — means preparation or primer was wrong. Cohesive failure — sealant splitting down its middle — means the joint was undersized or the sealant lacked the movement capability. Refilling the same joint with the same product repeats the failure.

Test Your Knowledge

A foundation wall will retain earth on a site with a documented high water table standing against the wall. What does the code require?

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Test Your Knowledge

Housewrap at a window head is installed so the wrap above laps behind the head flashing. What is the result?

A
B
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D
Test Your Knowledge

Why is backer rod installed in a sealant joint?

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D
Test Your Knowledge

Through-wall flashing in a masonry wall is installed without end dams and the weeps are blocked by mortar droppings. What happens?

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D