Tallyard

Load safely.

Roof snow load in pounds per square foot. Compares your actual snow against design load capacity: flags when roof is over-stressed.

psf + total lbASCE 7 basedFlags over-limit
Reviewed against ASCE 7-22, Chapter 7: Snow Loads and ASCE 7 Hazard Tool: Snow Load by Location. Formula and sources published below.Last reviewed August 8, 2026

How we calculated this

The formulaload (psf) = snow depth × density + ice × 57; compare vs design load (code-specified)

Snow weight varies hugely by type. Fresh powder is only about 5 pounds per cubic foot. Settled snow after a few days is 15 lb/ft³. Wet, partially melted snow is 25 lb/ft³. Old compacted snow or ice-crusted snow approaches 35 lb/ft³. Solid ice is the heaviest at 57 lb/ft³.

Roof snow load in pounds per square foot (psf) is snow depth times density. A 2-foot accumulation of packed snow at 15 lb/ft³ = 30 psf. Same depth of wet snow = 50 psf. Same depth with a 1-inch ice glaze adds another 4-5 psf. Multiply by roof area to get total pounds of load the structure carries.

Compare actual load against your region's design snow load, the code-specified ground snow load your roof was engineered to handle. Southern US typically 20 psf. Mid-Atlantic and central US 30-40 psf. Northeast, Great Lakes, and Rockies 50-70 psf. Mountain resort areas and Upper Peninsula can require 80+ psf design loads.

When actual load approaches 80% of design, consider removing snow: heavy drifts, ice dams, or prolonged accumulation can exceed design capacity even in normal storms. When actual load exceeds design, immediate action: clear the roof (professional service in heavy loads), and consult a structural engineer to inspect for damage.

Important caveats: these calculations use uniform snow distribution. Drifting concentrates snow on leeward sides, behind dormers, and in roof valleys: local loads in these areas can be 2-3× the uniform load. Flat roofs retain more snow than pitched. Unheated structures accumulate more than heated (melt from below). In doubt, call a structural engineer, not this calculator.

Not captured: dynamic loads from wind+snow combinations, seismic considerations for heavy snow regions, non-uniform drift loading per ASCE 7 section 7.7, or rain-on-snow load increases. For engineering purposes, use a professional per ASCE 7-22 chapter 7 rather than this educational tool.

Tallyard EditorialUpdated August 8, 2026Reviewed against ASCE 7-22 Chapter 7 snow loads, IRC 2021 Table R301.2(1), FEMA snow load safety guidance

Depth is the wrong question. Weight is the question.

Two feet of fresh powder weighs about 10 pounds per square foot. Two inches of ice weighs roughly the same. A roof does not know or care how deep the snow looks; it responds to the weight, and weight depends almost entirely on density. That is why the neighbor with less snow can be in more trouble than you are, and why the dangerous moment in a winter is usually not the blizzard but the rain that lands on top of it three days later.

The calculator above converts what is actually on your roof right now into pounds per square foot and compares it against your design load. This page covers both halves of the subject: how much snow weighs by type, and how to find the design snow load your roof was built to, which is a different number from the ground snow load your county publishes.

What one inch of snow weighs, per square footDepth tells you almost nothing on its own. Density is the whole story.Fresh powder0.4 psf/in5 lb/ft³, right after it fallsSettled snow1.25 psf/in15 lb/ft³, a few days oldWet or melting2.1 psf/in25 lb/ft³, after a thaw or rainIce layer4.7 psf/in57 lb/ft³, the dangerous oneTwo feet of powder is about 10 psf. Two inches of ice is about the same. The roof cannot tell the difference.
Fig. 1. Weight per inch of depth, by snow type. The jump from powder to ice is more than tenfold, which is why a mid-winter thaw and refreeze can quietly double the load without adding an inch of depth.
How we calculated these numbers

Snow density figures follow FEMA snow load safety guidance and standard engineering values: roughly 5 lb/ft³ for fresh low-density snow, 15 for settled snow, 25 for wet snow, and 40 to 57 for ice. Design load conversion follows ASCE 7-22 Chapter 7, where flat roof snow load pf equals 0.7 times exposure, thermal, and importance factors times ground snow load pg. Ground snow loads are set by the authority having jurisdiction, referencing IRC Table R301.2(1). This page is a planning and awareness tool, not a structural analysis.

Snow weight by depth: the table to keep

 
Fresh powder
Settled snow
Wet snow
Ice
6 inches2 psf8 psf13 psf28 psf
12 inches5 psf15 psf25 psf57 psf
18 inches7 psf23 psf38 psf85 psf
24 inches10 psf30 psf50 psf114 psf
36 inches15 psf45 psf75 psf171 psf

Load in pounds per square foot for a given depth and snow type. Find your depth, read across to your snow type, and compare against the design load in the section below.

Read that table next to a typical residential design load of 20 to 40 psf and the picture gets clear fast. Three feet of powder is a non-event on almost any roof in snow country. One foot of wet snow is already at the design limit for a mild-climate roof. And any significant thickness of ice is a serious problem anywhere, which is the practical reason ice dams matter structurally and not just as a leak source.

Ground snow load is not roof snow loadASCE 7 converts one to the other in two steps, and both usually reduce the numberGround snowpg, from your countyx 0.7x exposurex thermalFlat roof snowpfx slopefactor CsSlopedpsWorked: a 40 psf county, heated house, ordinary exposure40 x 0.7 x 1.0 x 1.0 = 28 psf flat roof loadA steep slippery metal roof sheds more and reduces further; asphalt shingles at 6:12 do not.A minimum load applies regardless, so the calculation never returns an unrealistically small number.
Fig. 2. The two-step conversion. Most people find their county's ground snow load, assume that is what the roof carries, and overestimate the load by about 30 percent.

Ground snow load vs roof snow load

These are different numbers and confusing them is the most common error in this subject. Ground snow load, written pg, is a statistical value for your location: roughly the snow load with a 2 percent annual probability of being exceeded, measured on open ground. Roof snow load is what the structure is designed to carry, and ASCE 7 derives it from pg rather than using it directly.

The first step multiplies by 0.7, because wind and melting mean a roof rarely holds as much as open ground. Then exposure and thermal factors adjust it: a windswept roof holds less, a sheltered one in trees holds more, and an unheated structure like a detached garage holds more than a heated house because nothing melts from below. The second step applies a slope factor, which reduces the load on steep slippery roofs that shed and does essentially nothing for asphalt shingles at ordinary residential pitches. For a typical heated house in a 40 psf county, the flat roof design load works out near 28 psf.

 
What raises the load
What lowers it
ExposureSheltered by trees or taller buildingsWindswept and fully exposed
HeatingUnheated garage, barn, or carportHeated living space below
Roof slopeLow slope, or any rough surfaceSteep and slippery, such as standing seam metal
GeometryValleys, dormers, and roof steps that collect driftSimple gable with no obstructions
OccupancyEssential buildings, higher importance factorOrdinary houses and accessory structures

The adjustment factors in plain terms. An unheated detached garage in an open field and a heated house in dense trees can end up with very different design loads from the same county number.

Finding your ground snow load

There is no single national map you can trust for a legal answer, and this is the part people find frustrating. The IRC publishes Table R301.2(1) as a blank form precisely because each jurisdiction fills in its own values. ASCE 7-22 replaced the old printed contour map with a location-based database, and the ASCE Hazard Tool returns a value for a specific latitude and longitude. Many states and counties publish their own adopted table, and where they do, that number governs over anything else.

Mountain regions add a further wrinkle. Large parts of the western US are designated case study areas, meaning snow load varies so sharply with elevation that no single published value applies and a local engineer has to establish the number. If you are building at altitude, expect to be told exactly that, and expect the answer to be considerably higher than the nearest town in the valley. The practical sequence is always the same: call the building department, ask for the adopted ground snow load, and use their number.

Typical ground snow loads, pgRepresentative values only. The legal number comes from your building department, not a map on the internet.Dallas, TX5 psfDenver, CO25 psfChicago, IL25 psfBoston, MA40 psfSyracuse, NY50 psfMarquette, MI80 psfMountain counties are often case-study areas with no published value at all, where a local engineer sets the number.
Fig. 3. Representative values to calibrate expectations, not to design from. Note that Denver and Chicago land in the same place despite very different winters, because ground snow load is about accumulation, not snowfall totals.

Carports, canopies, and temporary garages

Portable car shelters and fabric canopies are the structures most likely to fail under snow, and they usually carry a manufacturer rating rather than a code-derived design load. Many are rated somewhere between 10 and 20 psf, which the table above tells you is about eight inches of settled snow or four inches of wet snow. These are not roofs in the structural sense; they are meant to be cleared after every meaningful snowfall, and the instructions generally say so.

The same caution applies to attached patio covers, aluminum awnings, and older sunroom roofs. They are frequently the first thing to go in a heavy winter because they were designed to a lower standard than the house, they often have a low slope that sheds nothing, and they sit exactly where snow sliding off the main roof lands. If your house has one, it deserves clearing long before the main roof does.

Illustrative example · Syracuse, NY

A 1970s ranch with a 6:12 asphalt shingle roof, 1,800 square feet of footprint. The county publishes a 50 psf ground snow load, so the flat roof design load is roughly 50 x 0.7 = 35 psf, and the 6:12 asphalt slope contributes essentially no reduction.

In late January the roof carries 20 inches of settled snow: 20 x 1.25 = 25 psf, comfortably inside the 35 psf design load. Then a warm front brings an inch of rain, which the snowpack absorbs. The same depth now behaves as wet snow at roughly 2.1 psf per inch, or 42 psf, past the design load. Nothing on the roof looked different from the driveway. This sequence, snow followed by rain, is the mechanism behind most residential roof collapses in the Northeast, and it is why the calculator asks about snow type rather than just depth.

Composite illustration based on typical project dimensions, regional contractor pricing, and 2026 material costs. Not a specific real project.

Warning signs and what to do about them

A structure under distress usually says so before it fails. Doors and windows on interior walls that suddenly stick, new cracks in drywall near the ceiling, visible sagging in a ridge line, and creaking or popping sounds from the framing are the recognized signs. Sprinkler heads dropping below ceiling tiles is the commercial version. Any of these in a heavy snow winter is a reason to leave the building and call someone, not a reason to go up on the roof.

On clearing: a roof rake used from the ground is the safe method, and clearing the lower three or four feet of roof is usually enough to relieve both drift load and ice damming. Do not use a shovel or anything metal on a shingle roof, do not climb onto a snow-covered roof, and do not chip at ice. Falls and cardiac events during snow clearing injure far more people every winter than roof collapses do.

This is a screening tool, not a structural analysis
The calculator estimates the load currently on a roof and compares it to a design load you supply. It cannot assess the actual capacity of your structure, which depends on framing, span, condition, past modifications, and drift geometry. If a roof is near or past its design load, or showing any of the distress signs above, that is a licensed structural engineer question. Snow load problems are also one of the few building issues where waiting a day genuinely matters.

The rest of the winter roof

Snow load sits next to several other roof questions. Framing capacity starts with the joist span reference, the roofing calculator handles squares and material for a reroof, and ice damming is largely an attic problem the insulation calculator and attic ventilation calculator address together. Meltwater volume is a gutter calculator question.

Measure the depth, identify the snow type honestly, and run the numbers. Knowing you are at 25 psf against a 35 psf design is worth more than any amount of looking at the roof and guessing.

Frequently asked

How much does roof snow weigh?

Varies by type. One foot of fresh powder = 5 psf. One foot of packed snow = 15 psf. One foot of wet snow = 25 psf. One inch of ice = 5 psf. A 2,000 sq ft roof with 18" of packed snow carries 45,000 lbs, the weight of 15 cars. The calculator above handles any combination.

How do I know my design snow load?

Check your original building permit or plans (typically labeled 'roof snow load' in psf). If unavailable, contact your local building department: design snow loads are mapped by ZIP code per ASCE 7. Quick reference: southern US 20 psf, mid-US 30-40 psf, northern US 50+ psf, mountain areas 60-100+ psf.

When should I clear snow off my roof?

When actual load exceeds about 80% of design load. For a standard 30 psf design: clear if packed snow exceeds 22 inches or wet snow exceeds 14 inches. If ice dams form, address those first (usually a separate issue from structural load). Don't wait until you see sagging: by then, damage is already happening.

How do I measure roof snow depth safely?

From the ground with a long pole marked in inches (paint marks on a yardstick taped to a broom handle works). Measure at several points. Don't climb up: wet snow is slick, and structural failures are unpredictable. For professional assessment, roof rake companies provide measurement and removal services after major storms.

What's the difference between ground and roof snow load?

Ground snow load (pg) is measured on flat terrain. Roof snow load is typically 70% of ground snow load due to wind scour and thermal effects on the roof. The design values in this calculator are roof loads. The heavier ground load is the input to ASCE 7 calculations; code converts it to roof load automatically.

Why does wet snow weigh more?

Water is heavy (62.4 lb/ft³). Wet snow is a mix of ice crystals and liquid water, about 40% water by volume. Fresh powder is mostly air (95%+ air, 5% ice). As snow ages, melts, and refreezes, air escapes and density increases dramatically. A wet spring storm can triple the load of the equivalent depth of fresh powder.

Does roof pitch affect snow load?

Yes. Steeper roofs shed snow more readily. Roofs 15° or steeper (3/12+ pitch) can reduce snow load significantly: ASCE 7 allows reductions up to 40% for very steep unobstructed roofs. Low-slope roofs (under 3/12) retain snow longer. The calculator uses actual measured depth, so you don't need to calculate pitch reduction separately.

Can my roof collapse from snow?

Yes: it happens every winter in storm-affected regions. Warning signs: cracking sounds, ceiling sag, doors/windows jamming, drywall cracks, water leaking at unusual spots. If you see warning signs, evacuate and call a professional immediately. Do NOT continue using the structure: collapses progress from initial failure to total collapse quickly.

Sources

Was this calculator helpful?