Materials & Quantities

Lap Siding Fastener Schedule Calculator

Derive fastener count and boxes for a lap-clad elevation from its own geometry — height, run, exposure and stud spacing.

Siding is cladding in the UK and Australia.

  • Answers as you type
  • Every formula cited
  • Calculated in your browser
SettingsSettings for this calculationUS
Market
Imperial · sales tax
Who is doing the work?

The standard allowance most suppliers and estimating guides assume for ordinary work.

The height of the clad area on this elevation.

Measure from the bottom of the starter course to the top of the last full course. Gable triangles are better run as a separate calculation using their mean height, since the course count is the same across the triangle but the stud lines each course crosses are not.

The horizontal run of the elevation being clad.

Corner to corner. Do not deduct openings: a course interrupted by a window still lands on the same stud lines either side of it, and the offcuts rarely start the next run cleanly enough to recover the fasteners.

The face of each board left showing once the lap above is set.

Exposure, not board width — the two differ by the minimum headlap the product requires, and using board width here would undercount the courses. Where the elevation has been set out to land a course line on a window head, use the adjusted exposure that setting-out produced.

Centre spacing of the studs or girts behind the cladding.

This is what the fasteners land in, so it is the framing spacing rather than the sheathing layout. Over a rain-screen cavity it is the batten spacing that matters, and where battens run counter to the studs the two spacings are different numbers.

How the boards are fixed at each stud line.

Blind nailing hides the fastener under the course above and is the usual default. Face nailing is called for on wide boards, over some substrates and in higher wind pressures, and some evaluation reports require both together. The report for your product decides this, not preference.

Additional fixings per course called for in a high-wind zone or at corners.

Some schedules tighten the spacing within a corner zone rather than changing the pattern across the whole elevation. Averaging that tightening over the elevation as a per-course figure is close enough for ordering, though it is not a substitute for setting the corner zone out properly on the wall.

The count in one box of the fastener you are actually buying.

Read it off the carton rather than assuming, since the same nail is sold in several box sizes and collated coil counts differ again from loose. Where a gun uses collated strips or coils, count the fasteners rather than the strips.

Extra for dropped, bent and misfired fixings.

Gun work off a scaffold loses more than hand nailing does, and cold weather loses more again. Ten in the hundred is a reasonable working figure for a straightforward elevation; complex work with many cuts and corners runs higher.

Fasteners for this elevation

546 fasteners

High confidence
Courses on this elevation
16 courses
Stud lines the elevation crosses
31 studs
Fastening points per course
31 fasteners
Count before the waste allowance
496 fasteners
Boxes to order
1 box
Then change the inputs to see how far the answer moves.

Show calculation logic

How this was calculated

Formula source(s)

  • Courses = wall height ÷ exposure, rounded up. Fastening points per course = the stud lines the elevation crosses, plus one for the far end, times the fasteners each pattern drives at a stud, plus any high-wind extras you enter.
  • The manufacturer's evaluation report is the fastening schedule of record for fibre cement and engineered lap cladding — fastener type, length, penetration and pattern are product-specific and none of them is assumed here.
  • ASCE/SEI 7, Minimum Design Loads and Associated Criteria for Buildings and Other Structures — the source of the component and cladding pressure that decides whether a high-wind pattern applies to this elevation

Inputs used

Elevation Height
9 ft
Elevation Length
39 ft
Course Exposure
7 in
Stud or Girt Spacing
16 in
Nailing Pattern
Blind nailed — one fastener per stud through the top edge
Extra Fasteners per Course
0
Fasteners per Box
800
Waste Allowance (%)
10

Intermediate steps

Courses on this elevation
16 courses
Stud lines the elevation crosses
31 studs
Fastening points per course
31 fasteners
Count before the waste allowance
496 fasteners
Boxes to order
1 box
Safety / waste buffer appliedDropped and misfired fixing allowance (+10%)
Final result546 fasteners

What this calculation does not cover

  • Trim, corner boards, starter strip and any flashing fixings are separate counts and are not included.
  • Corner and edge zones under high wind may need a tighter spacing than an elevation-wide average represents.

Estimated cost — your price

This site holds no price list for this material — local prices vary too much to publish honestly. Enter your supplier's price and the result is costed with it.

16 in39 ft31 at 16 in
Schematic, drawn to the proportions you entered — not to scale on screen.

Part of bigger jobs

This trade is one line of a job takeoff. Run the whole job and every other trade comes back with it, off the same measurements.

Or plan the space itself: measure it once, doors and windows included, and this figure comes back worked out on that space, with what goes with it.

Computed in your browser — nothing you enter is uploaded. Presented in US customary units and US trade terminology. Where a formula follows a published standard, that standard and its edition are cited beside it on this page; where none governs, the page says so. Local amendments override model codes — verify against the code in force where you build.

Sources checked 2026-09-06 · in the site-wide review of 2026-09-06 · v1.0.1

Regulatory standards & verification citations3
  1. Courses = wall height ÷ exposure, rounded up. Fastening points per course = the stud lines the elevation crosses, plus one for the far end, times the fasteners each pattern drives at a stud, plus any high-wind extras you enter.
  2. The manufacturer's evaluation report is the fastening schedule of record for fibre cement and engineered lap cladding — fastener type, length, penetration and pattern are product-specific and none of them is assumed here.
  3. ASCE/SEI 7, Minimum Design Loads and Associated Criteria for Buildings and Other Structures — the source of the component and cladding pressure that decides whether a high-wind pattern applies to this elevation
Cite this page

Your workspace

Most jobs need more than one number. Add the calculators you need next and they open right here, underneath this one — your figures stay on screen and nothing is lost to a page change.

Tools and safety for this job

To hang siding or cladding. Generic types, no brands, no prices.

Protection this work requires

  • Hardwood dust is a recognised carcinogen: extract at the tool and wear a P2/N95 respirator when cutting or sanding indoors.
  • Saws, grinders and breakers run above 85 dB, where hearing damage accumulates and does not recover: defenders or plugs for every cut, not just the long ones.
  • Most fatal falls on small jobs are from under three metres: use a tower or a ladder tied at the top, and never work off the top two rungs.
Show the 7 tools this job needs

Essential

  • Chalk line

  • Circular saw

  • Cordless drill/driver

  • Spirit level

  • Tape measure

  • Tower scaffold or trestles

Recommended

  • Mitre saw

Also needed as materials: chalk refill, circular saw blades, drill and driver bits, mitre saw blades.

what each cladding tool is for, and the spec that decides which to buy where one does.

Now that you have the number

These guides cover the work this quantity is for — the first ones run this calculator inside the section that raises the question.

  • A lap siding schedule decides where each board is pinned and where it stays free. Get that backwards and the board splits at the nail, not at the joint.

Called something else where you work? Cladding / siding — the term in each market, how close the equivalence really is, and the standard that governs it.

The data behind it: Production rates by operation

How to calculate lap siding fastener schedule in 9 steps

  1. Elevation HeightThe height of the clad area on this elevation.
  2. Elevation LengthThe horizontal run of the elevation being clad.
  3. Course ExposureThe face of each board left showing once the lap above is set.
  4. Stud or Girt SpacingCentre spacing of the studs or girts behind the cladding.
  5. Nailing PatternHow the boards are fixed at each stud line.
  6. Extra Fasteners per CourseAdditional fixings per course called for in a high-wind zone or at corners.
  7. Fasteners per BoxThe count in one box of the fastener you are actually buying.
  8. Waste Allowance (%)Extra for dropped, bent and misfired fixings.
  9. Fasteners for this elevationThe tool computes the fasteners for this elevation from those figures and shows the formula, its sources, and a confidence rating alongside it.

Fasteners for this elevation by elevation height

Page defaults, not your figures above.

Elevation HeightFasteners for this elevation (fasteners)
4 ft239
6 ft376
8 ft478
10 ft614
12 ft717
14 ft819
16 ft955

Frequently asked questions

How is this different from the vinyl siding fastener calculator already on the site?
That one asks you for a finished panel count and multiplies it by a per-panel figure, so it cannot help until the take-off is already done, and it is scoped to vinyl. This page starts from the wall itself and derives the course count and the stud lines each course crosses, which is the arithmetic a lap cladding schedule actually rests on.
Why does the stud count add one?
A run that crosses four spacings meets five stud lines, because both ends land on framing. Dividing length by spacing counts the gaps, not the studs, and dropping the extra one understates every course on the elevation by a fastener.
Should I take openings out of the elevation length?
Generally no. A course interrupted by a window still needs fixing into the same stud lines on both sides of it, and the piece cut out is rarely long enough to start the next run without a joint. Deducting openings tends to under-order by more than it saves.
Where do I find the pattern my product actually requires?
In the manufacturer's evaluation report, which is the document a building official will ask for. It sets the fastener type, minimum penetration into framing, and whether blind, face or both are needed at the design pressure for your zone. This calculator counts whatever pattern you tell it; it does not choose one.
Preliminary estimate, not certified engineering. This tool produces an indicative quantity calculation for planning purposes only — it is not a certified structural analysis, a guaranteed material takeoff, or a substitute for building department approval. Always verify measurements on-site and have a licensed contractor or structural engineer review any load-bearing, code-sensitive, or safety-critical work before purchasing materials or starting construction. Spotted an arithmetic or standards error? Report it to contact@craftquantities.com with your inputs — a confirmed fix gets a permanent check of its own, so the same mistake cannot come back.