The job
Modelled, not recorded. Every figure on this page is re-run through the calculator it names whenever the site is built; the estimate is worked, but no job was carried out, so the last section gives the mechanism of each likely error rather than a measured overrun.
An attached deck is two structures sharing one load. The joists run out from a ledger bolted to the house and land on a beam near the outer edge, so every square foot of the deck is divided between the house's rim board and a few holes in the yard. This walkthrough follows that division: the joist check first, because its clear span decides how much each side carries, and the joist count it sets; then the ledger fastening, then the footings under the beam and the concrete in them, and only then the surface — boards, screws, stair, guards and stain — which is the part everyone sees and the part the frame underneath has already decided.
The job: a 16 × 12 ft (4.9 × 3.7 m) deck in pressure-treated lumber, ledgered along its 16 ft side to the house rim, with the finished surface 36 in (914 mm) above grade. The joists run 12 ft out from the house onto a dropped beam set in from the outer edge, the beam stands on posts, one stair leaves the middle of the outer edge, and the three open sides carry a railing — a guard, in the code's word. At this height it is not a choice: IRC R312.1.1 calls for one wherever a walking surface sits more than 30 in (762 mm) above the grade below.
THE JOIST SPAN DECIDES WHO CARRIES WHAT. With a 10 ft (3.05 m) clear span from the ledger to the beam and 18 in (457 mm) of cantilever beyond it, the ledger takes half the span and the beam takes the rest. Move the beam out a foot and the ledger's share, the beam's share, the footing size and the concrete order all move together — which is why the joist check opens this page rather than sitting between the boards and the footings as a formality.
WHAT THIS PAGE CANNOT DO. Every quantity here comes from the calculator at its step or from the arithmetic shown beside it, and the page is modelled rather than a record of a deck that was built. Several things the deck needs are named where they fall instead of being filled with a figure. The beam's size: the beam bending check on this site tests a section it is given and does not choose one. The rest of the frame lumber: step 2 counts the joists, but the rim joist, the ledger board, the beam plies, the three structural posts, the eight guard posts, the guard rails and the stair stringers are not taken off, so this is the surface, the foundation and the joists rather than a full lumber order. The joist hangers and structural hardware. The frost depth, which is a local number. And the post lengths, which are cut once the footings are poured and the levels shot.
What was measured, and how
Deck outline, from the sheathing face at the ledger to the outer face of the rim joist
16 ft (4.88 m) along the house × 12 ft (3.66 m) out, diagonals equal
Taken from the sheathing face the ledger will bear on, not from the face of the siding, which is cut back along the ledger line; then squared by equal diagonals before a hole is marked. Laid out from the siding instead, the beam line and every footing on it land farther from the house than the frame will put them, by the siding's thickness.
Finished deck height above grade, at the foot of the stair
36 in (914 mm) at the stair foot
Measured from the finished board surface, not the top of the joists, down to the grade where the stair will land rather than at the house wall, where the ground usually stands higher. It sets the riser count and whether a guard is required, so a figure taken to the framing or at the wrong end of a sloping yard is wrong twice.
Joist layout: clear span, cantilever and centres
10 ft (3.05 m) clear span, 18 in (457 mm) cantilever, 2x8 joists at 16 in (406 mm) centres
Clear span runs from the face of the ledger to the face of the beam, not centre to centre of the supports, and the cantilever from the beam's outer face to the joist ends. Centre-to-centre figures overstate the span and push a marginal joist a size deeper than it needs; a cantilever taken from the beam's inner face is overstated by the beam's width, which can fail the quarter-span check on a layout that passes it.
Design load, soil and frost depth
50 psf (2.39 kPa) total; 1,500 psf (72 kPa) soil; 36 in (914 mm) frost depth, taken for this run only
The load is the residential deck figure the ledger calculator names, 40 psf (1.9 kPa) live over 10 psf (0.5 kPa) dead. Soil that no test has identified is given the lowest presumptive bearing value IRC Table R401.4.1 lists. Frost depth comes from the building department under IRC R403.1.4. Guessing any of the three sizes a footing for somebody else's site.
Guard layout and the stair opening
Six bays at 6 ft (1.83 m) centres, 68½ in (1.74 m) clear between 4x4 posts; eight posts; a 4 ft (1.22 m) stair opening centred on the outer edge
Posts laid out along the three open sides before any spindle is counted, and each bay measured as the CLEAR opening between post faces. Taking post centres instead adds a post's width to every bay, and the count then includes spindles there is no room to fit.
The takeoff, in order
Each step needs something from the one before it, which is why the order is part of the answer.
Check the joist size against the span
- Needs
- The clear span and cantilever from the measured layout, the 16 in (406 mm) centres and the 50 psf (2.39 kPa) load. Nothing earlier — every later step inherits the split of the load this one fixes.
- Produces
- The depth the span needs, with deflection governing, so a 2x8 passes using about three-quarters of its bending capacity and two-thirds of its deflection allowance. The 18 in cantilever is inside the quarter-span limit the IRC sets in R507, 30 in (762 mm) here. The run keeps the calculator's default design values, about 1,000 psi (6.9 MPa) in bending and 1.4 million psi (9.65 GPa) stiffness, which stand in for the adjusted NDS values of the grade stamped on the lumber that arrives.
Result6.36 in (161.5 mm) of depth required; a 2x8 at 7¼ in (184 mm) passes
Deck Joist Span and Size CalculatorCount the joists
- Needs
- Step 1's 2x8 at 16 in (406 mm) centres, spaced along the 16 ft (4.88 m) ledger, and the 12 ft (3.66 m) the joists run out from the house to the rim, which is the length each one is cut from.
- Produces
- The joist count and the lineal footage it comes to. The calculator is written for ceiling joists, but its count is plain spacing arithmetic that holds for any joist run: twelve 16 in bays along the ledger and a joist at each end, so the two joists that close the short sides are among the thirteen. Each is cut from a 12 ft length, which the ledger and the rim joist shorten by 3 in (76 mm) in place. It tests no span — step 1 did that — and it counts no rim joist, ledger board, blocking or hangers.
Result156 ft (47.55 m) of joist: 13 joists of 12 ft (3.66 m)
Ceiling Joist Spanning Lineal Lumber AggregatorCount the ledger lag screws
- Needs
- Half the clear span from step 1 — 5 ft (1.52 m) of deck along the 16 ft (4.88 m) ledger that step 2's thirteen joists hang from, at 50 psf, which is 4,000 lb (17.8 kN) — and a rated capacity for one screw in this rim.
- Produces
- The screw count for the shear the ledger carries, at the calculator's default of about 405 lb (1.8 kN) a screw — a stand-in until the screw maker's published figure for this rim, sheathing and any drainage spacer replaces it, and the count moves in proportion. Shear only: the two lateral load devices, the joist hangers and the flashing — longer than the ledger so it returns past both ends, in a metal chosen for contact with copper-based treatment — are not in it.
Result10 lag screws at the stand-in capacity of 405 lb (1.8 kN) each
Ledger Lag Screw Shear Count CalculatorCount the footings on the beam line
- Needs
- The beam line that step 1 fixed — 16 ft (4.88 m) long, set back from the outer edge by the 18 in (457 mm) cantilever — and the ledger from step 3, which carries the house side so nothing along it stands on a footing.
- Produces
- Three footings: a post at each end of the beam and one in the middle, 8 ft (2.44 m) apart, the typical residential spacing the calculator offers. That is the breakdown's count along one long side, not the headline, which totals a deck beamed on all four sides and so is not this deck's figure. Freestanding, the same outline would take a second beam line under the house side, and three more footings with it.
Size the footing under the middle post
- Needs
- Step 4's 8 ft (2.44 m) post spacing, with the beam made up as two spans butted over the middle post, and the 7 ft (2.13 m) of deck the beam carries once step 3's ledger has taken 5 ft: 2,800 lb (12.5 kN) on the middle post, over 1,500 psf (72 kPa) soil.
- Produces
- The bearing area the middle post's deck share needs, as a square. An 18 in (457 mm) round hole falls just short of it; a 20 in (508 mm) one clears it with about 470 lb (2.1 kN) to spare, and a bit that size means a tow-behind or skid-steer auger rather than a hand-held one. The 2,800 lb leaves two loads out. The stair from step 9 leaves the middle of the outer edge, so its top reaction lands over this post's strip — about 370 lb (1.6 kN), half of 15 sq ft (1.4 m²) of stair plan at the same 50 psf, which the joists' cantilever increases on its way to the beam. The pier's own weight, which this calculator's limitations say it does not add, comes on top. Together they use up the spare, so the middle hole is the one to widen or flare, and this check is re-run with both loads added before it is dug. The corner posts carry half the middle one's deck share and none of the stair, which leaves a 20 in hole room for its own weight. The butted beam is what holds the middle post to its tributary share: run continuous over it, the standard two-span coefficient hands the centre support 1.25 times what two simple spans give it, more than a 20 in hole bears.
Result1.37 ft (16.4 in, 0.416 m) square side, 1.87 sq ft (0.173 m²) of bearing
Isolated Spread Footing Sizing CalculatorQuantify the footing concrete
- Needs
- Step 4's three holes and step 5's 20 in (508 mm) diameter, poured full depth: 36 in (914 mm) of frost depth plus a 2 in (51 mm) collar above grade, so 38 in (965 mm) of concrete in each hole.
- Produces
- The bagged-concrete count for three straight 20 in cylinders, with nothing deducted, because these posts stand on bases on top of the concrete rather than in it — which is why the post-hole calculator, which deducts a buried post, is not the one used. A wider or flared middle hole from step 5 changes that hole's share of the count. At this volume a flared footing form under a narrower tube, or a short ready-mix load, deserves pricing against the bags.
Result35 bags of 80 lb (42 bags of 30 kg), 20.7 ft³ (0.59 m³)
Concrete Bag CalculatorCount the deck boards
- Needs
- The outline and the joists step 2 counted: they run out from the house, so the boards run along it, 16 ft (4.88 m) rows stacked across the 12 ft (3.66 m), on the 16 in centres that standard 5/4 decking is laid on.
- Produces
- The board count at one 16 ft board to a row, on a 5½ in (140 mm) board and a ⅛ in (3 mm) gap. It holds no cull, no ripped last row and no stair treads, and a 16 ft board on a 16 ft frame has no length to spare for squaring the ends.
Result26 boards of 16 ft (4.9 m), one to a row
Deck Board CalculatorCount the deck screws
- Needs
- The 192 sq ft (17.8 m²) surface from step 7 and step 1's 16 in (406 mm) joist centres, which is the one pattern — two screws a board at every joist — the calculator's rate assumes.
- Produces
- The face-screw count and the boxes it fills. Face screws only: the stair treads, the fascia, the guard posts and every structural connection take other fasteners, and none of them is in the figure.
Result3 boxes of 300 (672 screws)
Deck Screws CalculatorLay out the stair
- Needs
- The 36 in (914 mm) rise from step 7's finished board surface down to grade, the 4 ft (1.22 m) opening in the outer guard, and two of step 7's boards to a tread, which sets an 11 in (279 mm) tread depth.
- Produces
- The riser count and the height of each, inside the IRC R311.7.5 limits the calculator checks. The top tread sits one riser below the deck, which puts the flight's open sides under the 30 in (762 mm) height at which IRC R312.1.1 asks for a guard. A five-riser flight still takes a handrail under IRC R311.7.8; its sloped length, from this 36 in rise and 44 in (1.12 m) of run, is the site's handrail-length calculator's job and is not counted here, and neither are the stringers or the pad at the foot.
Result5 risers of 7.2 in (183 mm), 4 treads 11 in (279 mm) deep
Stair Rise & Run CalculatorCount the balusters
- Needs
- The 68½ in (1.74 m) clear bay from the guard layout, with step 9's stair opening taken out of the outer run, and 1½ in (38 mm) square balusters.
- Produces
- The spindles a bay, with even gaps inside the four-inch sphere of IRC R312.1.3 — twelve a bay, so seventy-two across the six bays, with no spares. The rails, the post blocking and the 200 lb (890 N) concentrated load IRC Table R301.5 applies at the top of the guard sit outside the count.
Result12 balusters a bay at 3.88 in (99 mm) gaps
Deck Baluster CalculatorQuantify the stain
- Needs
- The 192 sq ft (17.8 m²) surface from step 7 at two coats on bare lumber, and every board from the steps before it dry enough to take a finish — which is why this comes last, and weeks later.
- Produces
- The gallons for 384 sq ft (35.7 m²) of coverage at the calculator's fixed rate of 200 sq ft a gallon (about 4.9 m² a litre) a coat, rounded up. The guard from step 10, the stair and the fascia are not in the area, and on a three-sided guard their surface is large.
Result2 gallons (7.6 L) for two coats
Deck Stain Calculator
The figures
| Step | Calculator | Figure |
|---|---|---|
| Check the joist size against the span | Deck Joist Span and Size Calculator | 6.36 in (161.5 mm) of depth required; a 2x8 at 7¼ in (184 mm) passes |
| Count the joists | Ceiling Joist Spanning Lineal Lumber Aggregator | 156 ft (47.55 m) of joist: 13 joists of 12 ft (3.66 m) |
| Count the ledger lag screws | Ledger Lag Screw Shear Count Calculator | 10 lag screws at the stand-in capacity of 405 lb (1.8 kN) each |
| Size the footing under the middle post | Isolated Spread Footing Sizing Calculator | 1.37 ft (16.4 in, 0.416 m) square side, 1.87 sq ft (0.173 m²) of bearing |
| Quantify the footing concrete | Concrete Bag Calculator | 35 bags of 80 lb (42 bags of 30 kg), 20.7 ft³ (0.59 m³) |
| Count the deck boards | Deck Board Calculator | 26 boards of 16 ft (4.9 m), one to a row |
| Count the deck screws | Deck Screws Calculator | 3 boxes of 300 (672 screws) |
| Lay out the stair | Stair Rise & Run Calculator | 5 risers of 7.2 in (183 mm), 4 treads 11 in (279 mm) deep |
| Count the balusters | Deck Baluster Calculator | 12 balusters a bay at 3.88 in (99 mm) gaps |
| Quantify the stain | Deck Stain Calculator | 2 gallons (7.6 L) for two coats |
The waste factors, and why these ends of the ranges
| Material | Applied | Why |
|---|---|---|
| Deck boards | A few spare boards picked at the yard, with the stair treads added as their own line | The calculator adds nothing for culls, splits or the ripped last row, and pressure-treated 5/4 stock arrives wet, with some of every bundle crowned or cupped. With 16 ft stock on a 16 ft frame there is no length to trim a split end away, so a damaged board is a replaced board rather than a shorter one. |
| Footing concrete | Whole bags, with spares held back against holes augered oversize | The count treats each hole as a perfect cylinder and rounds up once for the whole job. An auger in anything but stiff ground leaves a hole wider than its bit, and a batch mixed for one hole usually leaves a residue that is tipped out rather than carried to the next, which comes out of that single rounding. Widening or flaring the middle hole is a change to the order, not waste, and belongs in it once its size is settled. |
| Deck screws | The published rate rounded to whole boxes, with stair and fascia fasteners bought separately | Rounding 672 screws up to three boxes of 300 already covers the stripped and snapped heads of a face-screwed deck. The screws this rate never counts — stair treads, fascia, guard posts — are a different length or a different fastener, so padding the deck figure does not supply them. |
| Balusters | The per-bay count, plus a spare or two in each run of guard | The calculator works one bay at a time and adds nothing, and a square pressure-treated spindle is likeliest to crack where a screw goes in close to its end. A spare in each run costs less than a gap in the guard while a replacement is fetched. |
| Stain | Whole gallons for the walking surface, with the guard and stair quantified as a second area | The calculator covers the deck surface at the bottom of its published coverage range. A three-sided guard with seventy-two balusters, its rails and posts can add nearly as much surface again as the boards, and folding it into one generous allowance hides which half of the finish it belongs to. |
Where this estimate is most likely to be wrong
Ledger fastener count
usually underThe run divides the ledger's share of the load by the calculator's default capacity for one screw. The value that applies falls wherever a drainage spacer sits behind the ledger, sheathing is sandwiched behind it, or the rim is a softer species than the stand-in capacity assumes — and the count rises in proportion with nothing about the deck changing.
Narrow it by: Reading the per-screw capacity from the screw maker's published table for this rim, sheathing and spacer, then re-running the count before any hole is bored.
Footing concrete
usually underAugered holes in loose or wet ground come out wider than the bit, a hand-cleaned bottom is rarely flat, and the collar above grade tends to finish taller than planned. Each adds concrete the cylinder does not contain; a frost depth deeper than the one taken for this run deepens all three holes at once, and a middle hole widened or flared for the loads step 5 leaves out adds more again.
Narrow it by: Confirming the frost depth with the building department before digging, settling the middle footing's size with the stair and pier loads added, forming the top of each hole with tube, and measuring the dug holes before the first bag is mixed.
Deck boards
usually underThe count is exact rows at exact stock length, so every cull, every split end and the ripped last row come out of it. A 16 ft board on a 16 ft frame leaves nothing for squaring the ends or overhanging the fascia, and the stair treads are not in the figure at all.
Narrow it by: Measuring a few boards from the actual bundle for true length and width, and adding the treads as their own line before the order goes in.
Stain
usually underThe walking surface is only part of what gets stained. The balusters, rails, posts, stair and fascia add surface the boards do not, and pressure-treated lumber left to weather for a season before its first coat can drink more than even the low coverage figure the calculator fixes.
Narrow it by: Measuring the guard and stair surfaces as a second area, and checking the coverage printed on the can against the condition of the lumber when it is coated.
Joist and beam sizes
either wayThe joist check ran on the calculator's default design values rather than the adjusted values for the grade stamped on the lumber that arrives, and the beam was never sized, because no calculator here chooses one. Adjusted values below the defaults deepen the joist the span needs; values above them leave the 2x8 more margin.
Narrow it by: Re-running the joist check with the NDS Supplement values for the stamped species and grade, and sizing the beam from AWC DCA 6 or an engineer before ordering lumber.
Tools this job needs
Frequently asked questions
- How many deck boards do I need for a 12 × 16 deck?
- Twenty-six 16 ft (4.9 m) boards, laid along the 16 ft side, one board to a row. That assumes standard 5/4x6 lumber, 5½ in (140 mm) wide with a ⅛ in (3 mm) gap, over joists at 16 in (406 mm) centres. The count holds no spares, no ripped last row and no stair treads, so culled boards and the treads for a stair are added on top.
- How many footings does a 12 × 16 deck need?
- Ledgered to the house, three: one at each end of the beam and one midway, 8 ft (2.44 m) apart. Freestanding, a second beam line under the house side adds three more. The middle post's deck share, 2,800 lb (12.5 kN), needs about 1.9 sq ft (0.17 m²) of bearing on 1,500 psf (72 kPa) soil: a 20 in (508 mm) round footing or a flared base under a narrower tube. The stair's top reaction and the pier's weight come on top, so that footing is the one to enlarge.
- What size joists does a 12 × 16 deck need?
- With the beam set 18 in (457 mm) in from the outer edge, the joists clear-span 10 ft (3.05 m). At 16 in (406 mm) centres and 50 psf (2.39 kPa), the joist check asks for 6.36 in (161.5 mm) of depth, so a 2x8 at 7¼ in (184 mm) passes — on the calculator's default design values. Thirteen of them cover the 16 ft (4.88 m) ledger. The check is worth re-running with the adjusted values for the grade stamped on the lumber before ordering.
