Vermont Snow Loads and Metal Roofs
Figures retrieved July 5, 2026 from the sources linked below.
Every roof in Vermont is designed against a number most homeowners never see: the adopted ground snow load for their town. This guide publishes those numbers for the towns we cover, explains the statewide rules that sit on top of them, and connects the figures to the standing seam engineering decisions they drive. Every claim links its source.
Ground snow loads by Vermont town
Vermont adopts ground snow loads town by town in four brackets: 40, 50, 60, and 70 psf. The official map is published by the Division of Fire Safety, and the town table is carried in the state's Fire and Building Safety Code. Figures below mirror published Vermont town lists of that map.
| Town | Adopted ground snow load |
|---|---|
| Burlington | 40 psf |
| South Burlington | 40 psf |
| Rutland | 50 psf |
| Montpelier | 50 psf * |
| Barre | 50 psf * |
| Stowe | 70 psf * |
| Middlebury | 50 psf |
| Bennington | 40 psf |
| Brattleboro | 50 psf |
| St. Johnsbury | 60 psf |
* Published town lists mirroring the state map give these figures; confirm against the official Division of Fire Safety map for design work. Brackets change at town lines, so always check a specific address.
The two statewide rules on top of the map
First, the floor: Vermont's amendments to IBC Chapter 16 require that the total roof snow load, including drifting, sliding, unbalanced, and partial loading effects, never falls below 40 psf on low slopes, with the slope factor applied above 5 degrees. Second, the ceiling of the map's reach: for sites above 2,500 feet elevation, the ground snow load must come from a site-specific extreme value statistical analysis approved by the authority having jurisdiction. Source: Vermont amendments to IBC Ch. 16
What the figure changes on a standing seam roof
The bracket drives three design decisions. Structure: framing and decking must carry the design load, which is why old Vermont homes built for slate and metal convert so naturally. Panels and clips: heavier brackets favor 24 gauge panels and mechanically seamed profiles, with floating clips where runs are long, per Sheffield Metals' clip guidance. Retention: standing seam sheds, so the same figure feeds the snow guard calculation. The Metal Construction Association bulletin requires load-tested, mechanically attached systems sized to the anticipated load, and S-5! publishes the test data and calculators installers use to lay out the rows.
The load also interacts with ice. The MCA's cold climate design bulletin covers eave icing and ventilation on metal roofs, and Efficiency Vermont documents the attic heat loss mechanism behind ice dams: warm air melts roof snow, meltwater refreezes at the cold eave. The deeper the snowpack your bracket implies, the more that mechanism matters.
Methodology and sources
- Town figures mirror published Vermont town lists of the state ground snow load map (Division of Fire Safety PDF). Three towns are flagged pending confirmation against the official map, and the flag stays until the operator confirms.
- The 40 psf minimum and the 2,500 foot rule come from Vermont's amendments to IBC Chapter 16.
- Engineering context comes from the MCA snow retention bulletin, the MCA cold climates bulletin, and manufacturer technical documentation linked in place.
- Nothing on this page is copied from another roofing site, and no figure appears without a source.
Ready to put a number on your own roof? See standing seam installation, snow guards and ice dam prevention, or the Vermont metal roof cost guide.