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Drywall Calculator

Area to sheets, plus screws, tape and mud.

Also known as plasterboard sheets · gypsum board sheets · sheet count

Quick answer

With the default inputs: Wall and ceiling area 800 ft² · Sheet size 4 × 8 ft · Layers Single layer etc.Drywall sheets 28 sheets

Use your own dimensions ↓

Inputs

ft²
%

Result

Drywall sheets
28sheets
Area per sheet32ft²
Layers1layers
Area with waste880ft²
Screws (approx)2.8lb
Tape (500 ft rolls)2rolls
Joint compound (approx)4.4gal
Mud in 4.5 gal buckets1cans
How this is worked out

Sheets = area x layers x (1 + waste) ÷ sheet area, rounded up. 10% waste is the norm; busy plans with many openings or irregular ceilings go to 15%, and a clean large flat ceiling takes 5-8%. The sundries are estimates: about 32 screws per 4x8 sheet with roughly 320 screws to the pound, tape at about 500 ft² per 500 ft roll, and mud at about 0.5 gal per 100 ft² for a three-coat finish. Real usage depends heavily on joint density - the same area in small rooms has twice the joints, so mud can double. Buckets of 4.5 gal are cheaper than small boxes and keep well sealed. Longer sheets mean fewer joints and faster work: 4x12 costs more than 4x8 but usually wins on mud and labour.

Next up: Skirting Board Calculator · Plasterboard Quantity Calculator

Formula

Sheets = area × layers × (1+waste) ÷ sheet arearound up
Screws (lb) = sheets × 32 ÷ 32032 per sheet, 320 per lb
Tape rolls = area ÷ 500a 500 ft roll does about 500 ft²
Mud (gal) = area ÷ 100 × 0.5three-coat finish
800 ft² single layer in 4x8 sheets with 10% waste: 880 ft², so 28 sheets, about 2.8 lb of screws, 2 rolls of tape and 4.4 gal of mud - one 4.5 gal bucket.

How to work it out

  1. Measure walls (perimeter x clear height, less openings) and ceilings, and add them for total area.
  2. Pick the sheet size: 4x8 is the default, 4x12 means fewer joints but weighs about 65 lb (30 kg).
  3. Sheets = area x layers x (1 + waste) ÷ sheet area, rounded up.
  4. Estimate sundries by ratio: about 32 screws per sheet, one 500 ft tape roll per 500 ft² and 0.5 gal of mud per 100 ft².
  5. Order long sheets for big flat ceilings and short ones for the cut-heavy areas.

Where it goes wrong

Material and cost

Half-inch standard board is about USD 0.40-0.60 per ft², so a 4x8 sheet is 13-19. Moisture-resistant board costs 20-30% more and Type X fire-rated 30-50% more. A 4.5 gal bucket of mud is 15-25 and a 500 ft roll of tape 5-10. Hanging and finishing labour runs USD 1.50-3.50 per ft², far more than the materials.

On site

Basis

FAQ

How should I measure the area?
Walls are perimeter times clear height, less openings (about 20 ft² for a door and 15 ft² for a window). Ceilings are length by width. Do not multiply floor area by a factor - ceiling heights and partition counts vary so much that the usual 2.5 to 3.5 range carries up to 30% error. Measure once and be done.
4x8 or 4x12 sheets?
4x12 cuts joints by a third, which saves mud and labour, and shows less on a big flat ceiling. But a 4x12 weighs about 65 lb (30 kg), which is not a one-person lift onto a ceiling, and it needs a longer trailer. Small rooms, stairwells and halls are easier and waste less in 4x8. The test: if a wall has 10 ft or more of continuous run, use 4x12.
How many screws per sheet?
Code calls for 8 in at edges and joints and 12 in in the field, which works out at about 32 screws for a 4x8 sheet. Hand-driving wants each screw set about 1 mm into the paper without breaking it - driven too deep it loses holding power, which is the most common defect. A depth-stop collar on the driver cuts rework dramatically. Ceilings and second layers tighten to 7 in.

Cite this page

Use this format in reports, method statements or coursework. The link is permanent.

Building Calculator. Drywall Calculator. 2026-10-25. https://jianzhujisuan.com/en/drywall-sheets

Results are estimating aids only and are not a design basis. Construction and final accounts must follow the drawings, the applicable standards and an approved method statement. Anything affecting structural safety, shoring or falsework must be checked by a suitably qualified engineer.