
Contractor Job Estimator
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BuyGround snow load is a mapped site value. Roof snow load is that value after exposure, heat, occupancy, and slope. They are not interchangeable
The roof snow load calculator runs ASCE 7-16 Equations 7.3-1 and 7.4-1. This page is what those symbols mean and where the ground number actually comes from. Rafters and beams that have to carry it: joist span calculator and deck beam span calculator.
Sag and cracking: troubleshooting. Why using pg as the roof load is a real mistake: comparison. Hub: roofing calculators.
Have a mapped pg and a pitch?Flat-roof pf, slope factor Cs, governing balanced psf.
Open Calculator →Ground snow load is the mapped weight of snow on the ground at the site, in pounds per square foot. IRC Table R301.2 (Climatic and Geographic Design Criteria) is where most residential permits print it. ASCE 7-16 Figure 7.2-1 and Tables 7.2-1 through 7.2-8 are the engineering maps behind that cell. It is a site value, not a roof value, and it is not the same in two towns 20 miles apart in the mountains.
Case-study (CS) zones on the 7-16 map have no printed number because terrain changes the load too fast. Those jobs need local climatic data or a site-specific study. ASCE 7-22 replaced the single 50-year map with four risk-category maps at strength level. If your Hazard Tool output is 7-22, do not drop it into the 7-16 formula the calculator uses.

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The calculator returns a balanced roof snow load in psf. A roof rake is how you take snow off an existing deck from the ground. CSV rows 400–412 were nailers, vents, gutters, and ice barrier — not snow-removal tools — so these two SKUs are new.
21 ft extendable aluminum rake with wheels and oxford slide. Size the balanced roof snow load first; this is how you take snow off the deck from the ground — not a substitute for an engineer.
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24 in blade with shingle-saver rollers so the edge never rides the asphalt. Relieving weight is not the same as designing for it — run the snow-load number before you argue with a sagging ridge.
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Look up pg, then Ce, Ct, Is, and pitch. Flat-roof pf, slope factor Cs, governing psf. Planning estimate only.
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IRC joist tables assume 40 psf live. A roof or covered deck in snow country is a different load path — size the snow first.
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Table R507.5(1) is 40/10. Tables R507.5(2)–(4) are snow rows this tool does not replace. Convert pg to roof snow, then talk to the table or an engineer.
Open Deck Beam Span Calculator →As an Amazon Associate, TestTalkHQ earns from qualifying purchases.
ASCE 7-16 Equation 7.3-1 converts ground snow to a flat-roof snow load:
The 0.7 is the ground-to-roof conversion in that equation (wind erosion and ordinary heated buildings), not the ASD load-combination factor that also happens to be 0.7 in 7-22. Ce is exposure (Table 7.3-1). Ct is heat through the roof (Table 7.3-2). Is is occupancy (Table 1.5-2; 1.00 for Risk Category II houses).
Then Equation 7.4-1: ps = Cs × pf, applied on the horizontal projection of the slope. That is the balanced load the calculator prints (after the low-slope minimum when it applies).
Steeper roofs shed. Figure 7.4-1 keeps Cs = 1.0 until a breakpoint that depends on thermal factor and whether the surface is unobstructed slippery, then falls linearly to 0 at 70° (a roof that is basically a wall). Asphalt shingles on a heated house use the “other” warm-roof curve: Cs = 1.0 until 30° (about 7/12), then down. A 6/12 (26.6°) does not get a slope reduction. A 12/12 (45°) does.
No. The calculator leaves the field empty on purpose. Typical is how roofs get under-designed.
Only as Cs approaches 0 near 70°. A 12/12 still carries a real load. Unbalanced loading on gables is extra and is not in this tool.
It is context. The IRC 40 psf live cells are a different assumption. Snow-country deck beams have their own tables. Talk to those tools and, outside prescriptive rows, an engineer.