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ASCE 7-22 Compliant · 2026 Edition

Roof Snow Load Calculator

Calculate the design snow load (PSF) on any roof using the official ASCE 7-22 formula pf = 0.7 × Ce × Ct × Is × pg. Get total roof weight, structural safety check, and a clear recommendation for snow removal — instantly, in your browser.

Design load
35.0
PSF (pf)
Total weight
35.00
tons on roof
Capacity used
117%
of 30 PSF
Risk level
CRITICAL
Active scenario
Custom Inputs
Quick Regional Presets
PSF
From ASCE 7-22 map or local building department. See regional reference below.
Typical suburban or wooded residential site — some sheltering on at least one side.
Normal heated home or office — interior maintained 65°F or higher all winter.
Homes, apartments, most office buildings — standard ASCE Risk Category II.
/12
Slope factor Cs = 1.000 · approx angle 26.6°
0 = flat, 4 = low slope, 6 = standard, 8-9 = steep, 12 = 45°. Steeper roofs shed snow naturally.
sqft
Horizontal projected area, not the slope-length. Use the footprint covered by the roof.
PSF
Typical residential 25-40 PSF, commercial 40-60 PSF, mountain region 50-100 PSF. Check original drawings or engineer.
Design Snow Load (pf)
35.0PSF
1.68 kPa · 170.9 kg/m²
CRITICAL
CRITICAL: design load meets or exceeds estimated roof capacity. Stop occupying high-deflection rooms, remove snow professionally, and engage a structural engineer immediately.
Total snow on roof
70,000 lbs
35.00 tons
Capacity utilization
117%
vs 30 PSF design
Equivalent Snow Depths
If Wet Snow
23
density ~ 15 lb/cu ft
If Dry Powder
70
density ~ 6 lb/cu ft
ASCE 7-22 Formula Walkthrough
pg (ground)50 PSF
× 0.7 (constant)
× Ce (exposure)1.00
× Ct (thermal)1.00
× Is (importance)1.00
= flat pf (uniform)35.00 PSF
× Cs (slope)1.000
= design pf35.00 PSF

Understanding Roof Snow Load and Structural Safety

Roof snow load is the single most under-appreciated structural risk in cold-climate construction. A single wet February storm dropping 24 inches of high-density snow on a flat commercial roof can add 35 PSF of dead-weight load — more than 70 tons of additional weight on a 4,000-square-foot warehouse roof. That is the load that brings roofs down in the headlines every winter, and almost every collapse is preventable with five minutes of arithmetic and a couple of hours of snow removal.

The American Society of Civil Engineers publishes ASCE 7-22 (the current minimum design load standard adopted by the International Building Code and International Residential Code), which gives a clean, defensible formula for converting a region’s ground snow load into a roof design snow load. The simplified equation is pf = 0.7 × Ce × Ct × Is × pg, where pg is the ground snow load from the official ASCE map (or your local building department), and the three factors adjust for site exposure (Ce), how heated the building is (Ct), and how critical the occupancy is (Is). A sloped roof gets an additional reduction factor Cs because steep roofs shed snow naturally.

Ground snow loads in the United States range from zero across Florida and the Gulf Coast to over 150 PSF in the Colorado high country, the Sierra Nevada, parts of Alaska, and the Maine North Woods. New England and the lake-effect belts (Tug Hill, UP Michigan, Lake Erie shore) regularly see 60-100 PSF. Most US residential building codes set a minimum design snow load of 20 PSF regardless of ground value, but modern homes in snow country are designed for 30-40 PSF and commercial flat roofs for 40-60 PSF. Mountain homes can be engineered for 70-100+ PSF when local code requires it.

The danger zone for residential structures begins at a measured load of about 40 PSF (roughly 24-30 inches of typical settled snow). At that point a roof rake at the eaves is mandatory and professional snow removal should be scheduled. Above 55-60 PSF the structure is in active risk territory and a structural engineer should be consulted before the next storm. Commercial flat roofs have higher tolerances but are penalized by drift loads — snow blown off an adjacent taller roof can pile up at 2-4× the uniform load. Run this calculator before every major storm, save the result to your history, and treat the recommendation as a planning baseline, not a final engineering certification.

Snow Density Reference Table

Snow TypeDensity (lb/cu ft)Weight per inchTypical Example
Fresh Dry Powder5 – 7~ 0.5 PSFChampagne powder, Colorado/Utah dry storm
Typical Settled Snow10 – 14~ 1.0 PSFAverage mid-winter snow after 24-48 hrs
Wet New Snow15 – 20~ 1.5 PSFCoastal nor’easter, lake-effect, spring storm
Compacted / Old Snow20 – 30~ 2.0 PSFMulti-week accumulation, ski resort base
Snow with Ice Layers30 – 50~ 3.0 PSF+Freeze-thaw cycles, rain-on-snow events
Pure Ice57~ 4.8 PSFSolid ice dam or refrozen meltwater layer
Sources: USACE Cold Regions Research & Engineering Lab, ASCE 7-22 Commentary Chapter C7, NOAA Snow Density Climatology.

US & International Ground Snow Load Map Reference

Approximate ground snow load (pg) by region. Always confirm with your local building department — the ASCE 7-22 map has site-specific case-study (CS) zones in mountain regions where the official value can be 2-3× the map indication.

RegionGround Snow Load (pg)Notes
Florida & Gulf Coast0 PSFNo design snow load — code minimum live load applies
Texas / Arizona Desert0 – 10 PSFOccasional event, code minimum 20 PSF usually governs
Mid-Atlantic (VA, MD, DE)20 – 30 PSFHeavy wet snow events; code minimum residential 20 PSF
Lower Midwest (KS, MO, IL)20 – 30 PSFWide variance — check county map
Chicago / Detroit / Cleveland25 – 35 PSFLake-effect zones can spike to 40+ PSF
Coastal New England (MA, CT, RI)40 – 60 PSFHeavy wet snow; commercial roofs at risk
Vermont / NH / Inland Maine60 – 100 PSFHighest sustained snow loads in lower 48 east
Northern Minnesota / Wisconsin50 – 70 PSFCold dry snow but sustained 5-month accumulation
Mountain West (CO, WY, UT)50 – 150+ PSFElevation-dependent; mountain town values often 75+ PSF
Lake-Effect NY / MI / PA60 – 100 PSFTug Hill, UP Michigan, Erie snowbelts
Alaska (coastal & interior)50 – 150+ PSFExtreme variation by region; check borough code
Pacific Northwest Lowland15 – 40 PSFCascade foothills jump significantly with elevation
Canadian Prairies30 – 60 PSF (1.5 – 2.9 kPa)NBCC equivalent; Calgary ~1.6 kPa, Winnipeg ~1.9 kPa
Canadian Maritimes50 – 90 PSF (2.4 – 4.3 kPa)Wet Atlantic snow; commercial cap rates often govern
Norway / Sweden / Finland40 – 150 PSF (2 – 7 kPa)Eurocode EN 1991-1-3; values increase rapidly with elevation
Northern Russia / Siberia50 – 150 PSF (2.4 – 7 kPa)SP 20.13330 standard; dry cold snow dominant
Hokkaido, Japan60 – 200+ PSF (3 – 10 kPa)Coastal sea-effect snow, highest in developed world

How to Use the Roof Snow Load Calculator

Five steps. Three minutes. No sign-up.

  1. 1
    Find your ground snow load (pg)
    Look up the ground snow load (pg) for your county using the ASCE 7-22 ground snow map, your local building department, or the regional reference table on this page. Enter that value in PSF — it is the single most important input.
  2. 2
    Pick your exposure category
    Choose Fully Exposed (open ridge / coastal / prairie with no nearby trees), Partially Exposed (typical wooded suburban), or Sheltered (dense conifer or downtown urban). Wind scours snow off exposed roofs; sheltered roofs accumulate more.
  3. 3
    Identify the building type and thermal condition
    Heated buildings (Ct = 1.0) shed snow faster from melt. Unheated garages and outbuildings (Ct = 1.1) hold more snow. Cold-roof construction and well-vented attics (Ct = 1.2) keep the deck cold and accumulate the most.
  4. 4
    Set importance, slope, and roof area
    Pick the ASCE Risk Category (residential / commercial / critical). Enter roof pitch as rise per 12 inches of run (0 for flat, 6 for typical, 12 for steep). Enter total roof area in square feet to get total snow weight in pounds.
  5. 5
    Compare design load to roof capacity
    The calculator returns the ASCE 7-22 design snow load (pf) in PSF, total weight in tons, and a four-level risk classification (Safe / Monitor / Warning / Critical) against the estimated roof capacity you entered. Act on the recommended action — rake, schedule removal, or call a structural engineer.

Real-World Use Cases

Pre-Storm Residential Risk Check

Run your home’s numbers in the fall before the first major storm of the season — save the result to history. When a 12-24 inch storm is in the forecast, you’ll instantly know whether to pre-rake the eaves or simply ride it out. Pair with our ice & water shield calculator to make sure your roof underlayment is sized for the meltwater that will follow.

Metal Roof Snow-Shed Planning

A 9/12-pitch standing-seam metal roof sheds nearly all dry powder, but the accumulated berm at the eave can hit 4× the uniform load. Use this calculator with our metal roofing calculator to spec snow guards, gutter heat tape, and properly anchored eave flashing.

Re-Roofing Material Selection

When tearing off an old asphalt roof in a snow region, the calculator helps you decide whether to upgrade to a heavier architectural shingle, switch to standing-seam, or add a second layer of ice-and-water shield. Cross-reference results with our asphalt shingle roofing calculator for total material weight and per-square cost comparisons.

New-Construction Framing Design

Before locking in rafter or truss spans for an addition or new build in snow country, plug the design load into this calculator and compare to common 2x10 / 2x12 capacity tables. Then use our rafter & framing calculator to verify member sizing, spacing, and the lumber order before breaking ground.

Pro Tips from Snow-Country Builders

Clear snow when design load exceeds 40 PSF residential
On a typical 25-40 PSF residential roof, plan removal once measured snow load hits 40 PSF (use this calculator). Rake the lower 6 feet at every eave first — that’s where drift, sliding snow, and ice dam pressure concentrate.
Watch valleys, drift zones, and lower roofs
A roof valley collects snow from two slopes at once. The lower roof of any L-shaped or split-level house collects drifted snow off the adjacent taller wall. These zones routinely run at 2-3× the uniform pf — inspect them first after every storm.
Attic ventilation is snow-load insurance
A well-vented attic keeps the roof deck near outdoor temperature, prevents irregular melt patterns, and reduces ice-dam formation. Aim for 1 square foot of net free vent area per 300 sq ft of attic floor, split balanced between soffit (low) and ridge (high).
Heat cables fix ice dams, not snow load
Heat cables (heat tape) at the eaves melt a drainage channel through ice dams so meltwater can reach the gutter. They do not reduce roof snow weight. Combine heat cables with annual roof raking and adequate insulation/ventilation for full winter resilience.
Photograph snow accumulation every major storm
A time-stamped phone photo from the same vantage point during and after every storm builds a year-over-year record that pays off in insurance claims and engineer consultations. Include a stick or yardstick in the frame for depth scale.
When in doubt, hire a structural engineer
A residential roof capacity assessment from a licensed structural engineer typically runs $300-600 and gives you a defensible number for your specific home. That’s cheaper than a single insurance deductible and an order of magnitude cheaper than a collapse.

Trusted by Northern Climate Pros and Homeowners

4.9
Based on 2,200 reviews

Inland Maine ground snow load is 90 PSF, and my customers always think I’m exaggerating until I run this calculator with them on-screen. The structural concern flag at 60+ PSF design load is exactly the kind of plain-English warning that turns a "we’ll be fine" conversation into a "let’s rake the roof tonight" decision.

E
Ethan Brodeur
Licensed Residential Builder · Bangor, Maine
February 14, 2026

Used this on a remote project converting an old American cabin in Colorado where I needed a fast sanity check against my Eurocode background. The ASCE factors are clearly labeled, the kPa conversion is right next to the PSF number, and the snow density table is the best reference I’ve seen on any free calculator.

H
Hanna Kallio
Structural Engineer · Helsinki, Finland
January 29, 2026

I bid 20-30 commercial flat roofs a year and the importance-factor toggle (1.0 / 1.1 / 1.2) plus the total-weight-on-roof calculation gives me numbers I can show a building owner in two minutes. The "schedule snow removal" recommendation at over 40 PSF residential / 60 PSF commercial has helped me sell three winter service contracts already this season.

R
Roger Vasilenko
Commercial Roofing Contractor · Minneapolis, MN
March 4, 2026

After our neighbor’s barn collapsed under a wet February storm, my husband and I ran our farmhouse through this and realized the unheated attached garage was actually our weakest link, not the main house. Switched the building type from heated to unheated, watched the design load jump from 32 to 35 PSF, and finally understood why our garage drips during thaws. Booked a structural inspection that week.

M
Marcie Therrien
Homeowner · Stowe, Vermont
February 22, 2026

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