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PremiumConstruction · Carpentry

Wall framing studs, plates and sheathing

Studs, plate lumber and sheathing sheets for a run of framed wall with openings and corners.

Get this tool with its role plan

This is a premium tool. It comes with its role's plan: sign in, then add the role in Billing.

Comes with the carpenter plan: every tool for the role, from $10.20 a month at the launch price.

  • Your own numbers, worked out as often as you like
  • The full framing list you can print or save to My work
  • 4 cited sources, linked, with the checks to make
  • Every other tool for the same role, in the same plan
  • A plain-words read of your result (a fuller AI read with the Bifrost AI add-on)

Included in these role plans

CarpenterForeman and site leadEstimator

Example result · fictional numbers

What you get: framing list

Worked out by this tool from its default inputs. Its role plan lets you run your own numbers, print the sheet and save it.

247 studs (104 5/8 in precut), 30 plates, 12 headers, 43 sheets

Studs
203
Plate lumber (double top + bottom)
420 LF → 29 pieces of 16 ft
Headers
12 (size each from the header viewer)
Sheathing sheets (4x8)
43

Framing list

Studs to order
247 (160 full-length, 26 jacks, 38 cripples, plus 10% waste)
Stud length
104 5/8 in precut (wall framed at 109 1/8 in with three plates)
Common studs
106 at 16 in on center
King studs
24 (2 per opening)
Corner and intersection studs
30 (3 per corner)
Bottom plate
10 × 16 ft, pressure-treated because it sits on concrete

and 2 more lines

Also on the sheet

  • Openings and headers · 14 lines, starting with “W1 (window, 36 in)”
  • Layout · 3 lines, starting with “First marks”

The plain-words read of this example

For 140 ft of 9 ft wall at 16 in on center, order 247 studs: 160 full-length, 26 jacks and 38 cripples, with 10 bottom plates and 20 top plates of 16 ft. The 12 openings need 2-ply 2x6 to 2-ply 1-3/4 x 11-7/8 in LVL headers, sized for roof and ceiling only; check a floor or snow load above against IRC Table R602.7(1). P1 is over 6 ft wide, where sawn headers run out: get an LVL or the engineer's size. The bottom plate sits on concrete, so it has to be pressure-treated. Before inspection, check bracing and hold-downs against the plans and IRC R602.10.

4 cited sources

  • IRC 2021, Chapter 6 Wall Construction (R602) (International Code Council)
  • IRC 2021, Chapter 3 Building Planning (R317 protection of wood) (International Code Council)
  • Wood Frame Construction Manual (WFCM), 2024 edition (American Wood Council)
  • Engineered Wood Construction Guide (Form E30) (APA, The Engineered Wood Association (free download in the resource library))

Plus 7 step-by-step checks, a print layout and a link that reopens it with your numbers.

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