| System | Resists | DFT | Use When |
|---|---|---|---|
| Sheet membrane | Hydrostatic | 40–60 mil | WT at/above footing; clay/silt; sensitive spaces |
| Fluid-applied | Hydrostatic | 60–80 mil | Same — seamless, no laps |
| Dampproofing | Capillary | 10–15 mil | WT >600 mm below footing; granular; drain tile OK |
PM + geotechnical engineer decide based on geotech report. Cannot be changed in field without written authorization.
| Parameter | Requirement |
|---|---|
| Concrete cure | ≥7 days (28 preferred) |
| Side lap | ≥75 mm |
| End lap | ≥150 mm |
| Termination | 150–200 mm above grade, mech. bar + sealant |
| Min substrate temp | 5°C (for priming) |
| Voids >6 mm | Fill with non-shrink grout before membrane |
Apply bottom-up. Steel-roll every lap. No air pockets.
| Type | Movement | Application |
|---|---|---|
| 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 |
| Method | Application |
|---|---|
| 100% visual | All membranes — before protection board (HOLD POINT) |
| Flood test | Horizontal: 50–75 mm water, 24–72 hrs |
| ELD spark test | Exposed membranes — detects pinholes |
| ELD low-voltage | After flood test — locates breaches to 25 mm |