Waterproofing, Dampproofing & Sealants

Foundations

Waterproofing vs. Dampproofing

SystemResistsDFTUse When
Sheet membraneHydrostatic40–60 milWT at/above footing; clay/silt; sensitive spaces
Fluid-appliedHydrostatic60–80 milSame — seamless, no laps
DampproofingCapillary10–15 milWT >600 mm below footing; granular; drain tile OK

Decision Authority

PM + geotechnical engineer decide based on geotech report. Cannot be changed in field without written authorization.

Sheet Membrane (Self-Adhered)

ParameterRequirement
Concrete cure≥7 days (28 preferred)
Side lap≥75 mm
End lap≥150 mm
Termination150–200 mm above grade, mech. bar + sealant
Min substrate temp5°C (for priming)
Voids >6 mmFill with non-shrink grout before membrane

Apply bottom-up. Steel-roll every lap. No air pockets.

Fluid-Applied Membrane

Sealant Joint Design (2:1 Rule)

TypeMovementApplication
Polyurethane (1-part)±25%General exterior, windows
Polyurethane (2-part)±25–50%Expansion joints
Silicone±50%Curtain wall, non-paintable
Hybrid (STPE/MS)±35–50%General, paintable
Butyl±10–15%Concealed flashing only

Key Details

Drainage & Protection Board

Parking Deck / Traffic Topping

Inspection & Testing

MethodApplication
100% visualAll membranes — before protection board (HOLD POINT)
Flood testHorizontal: 50–75 mm water, 24–72 hrs
ELD spark testExposed membranes — detects pinholes
ELD low-voltageAfter flood test — locates breaches to 25 mm

Warranty Documentation

Safety & Regulatory

Pro Tips