When shingles lift in a wind event, the underlayment becomes the roof. In high-wind regions that changes what matters: tear strength, fastener pull-through resistance and attachment density move from nice-to-have to decisive.
Wind damage rarely starts with the underlayment. It starts with shingle uplift at a corner or edge, which exposes the underlayment to direct wind pressure and driving rain. Once that happens, the underlayment is carrying the entire water-shedding function, usually for hours.
This is exactly why fastener pull-through resistance is one of the tests that ASTM D8257 added and the felt standards never required.
| Property | Why it matters in wind | What to ask for |
|---|---|---|
| Tear strength | A tear at a nail propagates across the sheet | Tested value with method and machine/cross direction |
| Fastener pull-through | Uplift pulls the sheet over the cap nail | D8257 pull-through result for the exact product code |
| Tensile strength | Resists elongation under pressure cycling | MD and CD values, not a single figure |
| Attachment density | More fasteners = less sheet movement per fastener | Follow the manufacturer's high-wind fastening schedule |
| Lap security | Laps are the first place wind gets under | Taped or self-adhered laps rather than reliance on overlap alone |
In hurricane-prone jurisdictions, a secondary water barrier is often required or strongly incentivised. The common approach is a self-adhered modified bitumen membrane at the joints in the roof deck — over the sheathing panel seams — so that even if the field underlayment and shingles are lost, the deck joints remain sealed.
For code or insurance programmes that require it, this is a separate line item from the field underlayment, and it is worth confirming the exact requirement with the local authority rather than assuming a generic hurricane spec.
Tell us the product, roll spec and destination. We will send the current data sheet, test reports and a quotation against your actual requirement.
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