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Deck Screw Calculator

Two at every crossing, counted from the joists you actually have.

A material estimate from a prescriptive guide, not a design. Fasteners have to be corrosion resistant, and a licensed contractor or engineer, and your local building department, decide what is built.

16' · 192 in · 16 ft · 4.8768 m

12' · 144 in · 12 ft · 3.6576 m

3' · 36 in · 3 ft · 0.9144 m

192 ft²

10% covers decking cut to length and culled, the figure Decks.com adds for a straight lay (15% for a diagonal one). It is added once, to the deck boards — the joists, beam, posts and footings are counted off the frame and read off the DCA 6 tables.

This page recalculates as you type. There is no Calculate button.

Answer

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Decking fasteners

676 screws

192 ft² of deck · 13 2×8 joists · 3 footings

Deck boards 29 boards
Deck area 192 ft²
Joists 13 joists
Beam 2-2×12 nominal
Posts 3 posts
Footings 3 at 20" footings
Footing concrete 4.36 ft³
More numbers
Joist size 2×8 nominal
Ledger bolts 12 screws
Joists on center 16"
Joist overhang past the beam 24"
Guard to build 40 ft
Materials $2,021.91
DrawingThe project drawn to scale. Deck 1: 16' × 12'.16'12'Deck 1

Buying noteThe concrete is the footing pads only. A pier or a tube form from the pad up to the ground is extra, and so is anything the frost line adds below it.
Buying noteDCA 6 gives a maximum spacing for guard posts on a stair, not for ones on the deck surface. The 6 ft used here is that stair figure; your building department decides.

Breakdown

Deck Measurements Qty Area Share
Deck 1 16' × 12' × 3' Add ×1 192 ft²

What to buy

Buying noteThe concrete is the footing pads only. A pier or a tube form from the pad up to the ground is extra, and so is anything the frost line adds below it.
Buying noteDCA 6 gives a maximum spacing for guard posts on a stair, not for ones on the deck surface. The 6 ft used here is that stair figure; your building department decides.

Ways to buy the footing concrete

The footings only. The lumber and the connectors are priced by their own rows below.

7 × 80 lb + 1 × 40 lb Bags 8 Left over 0.14 ft³ Weight 600 lb Cost $43.74
7 × 80 lb + 1 × 40 lb Bags 8 Left over 0.14 ft³ Weight 600 lb Cost $43.74
8 × 80 lb Bags 8 Left over 0.44 ft³ Weight 640 lb Cost $45.44 No reference price. Type what your store charges.
10 × 60 lb Bags 10 Left over 0.14 ft³ Weight 600 lb Cost $49.80 No reference price. Type what your store charges.
15 × 40 lb Bags 15 Left over 0.14 ft³ Weight 600 lb Cost $59.70 No reference price. Type what your store charges.

Shopping list

29 29 × 16 ft $626.40 Reference price $1.35. Type your store's.
3 boxes $98.91 Reference price $32.97. Type your store's.
13 13 × 12 ft $265.20 Reference price $1.70. Type your store's.
1 1 × 16 ft $27.20 Reference price $1.70. Type your store's.
1 1 × 16 ft $27.20 Reference price $1.70. Type your store's.
12 screws $22.80 Reference price $1.90. Type your store's.
16 ft $33.60 Reference price $2.10. Type your store's.
2 2 × 16 ft $54.40 Reference price $1.70. Type your store's.
3 3 × 8 ft $118.56 Reference price $4.94. Type your store's.
3 post bases $72.00 Reference price $24.00. Type your store's.
13 hangers $31.20 Reference price $2.40. Type your store's.
13 ties $14.30 Reference price $1.10. Type your store's.
8 7 × 80 lb + 1 × 40 lb $43.74
8 posts $256.00 Reference price $32.00. Type your store's.
4 4 × 20 ft $128.00 Reference price $1.60. Type your store's.
88 balusters $202.40 Reference price $2.30. Type your store's.
Ticked items $2,021.91

Untick what you already have. Lumber is priced by the foot beside its row; the concrete's bags are priced in the table above.

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Standards

We hold the criteria and the clause, not the wording of the standard.

Meets DCA 6-15 · Table 2

Joists span 10', inside the 11' 10" the guide allows a 2×8 at this spacing.

Meets DCA 6-15 · Table 2

The joists pass the beam by 2', inside the 2' allowed.

Meets DCA 6-15 · Table 3A

A 2-2x12 beam spans 8' between posts, inside the 9' 2" allowed.

Meets DCA 6-15 · Table 4

The posts stand 1' 4 1/2", inside the 14' the table allows.

Meets DCA 6-15 · Table 5

The ledger bolts go in at 18" on center.

Meets IRC 2021 · R507.7

Joists at 16" are inside the 16" this decking spans.

Meets IRC 2021 · R312.1

At 36" the deck is over 30", and the list carries a guard.

How this was worked out

Every number below is yours. Each constant links to the row where you can change it.

Deck 1 16' × 12' 192 ft²
Joist spacing 5/4 × 6 treated decking laid Square to the joists allows joists up to 16" apart 16"
Rows of decking 144" deep ÷ (5 1/2" board + 1/8" gap) 26

Change:Deck board widthGap between screwed boards

Deck boards 26 rows × 16 ft run, cut from 16 ft boards 26
After waste 26 boards + 10% 29

Change:Decking waste

Joists 16 ft along the house, none more than 16" apart 13
Joist size from the table spans 10 ft at 16", so 2×8 11.83 ft
Beam from the table 16 ft on 3 posts is 8 ft a span 2-2×12
Posts 3 under each of 1 beams 3
Footing from the table beam 8 ft, joists 10 ft 20" round, 8" thick

Change:Footing below groundYour frost depth

Footing concrete π × (20" ÷ 2)² × 8" × 3 footings 4.363 ft³
Deck screws 26 rows × 13 joists × 2 676

Change:Screws a board a joist

Ledger fasteners 16 ft of ledger, none more than 18" apart 12
Guard 40 ft of guard on 8 posts 88

Change:Most between guard postsWidest opening in a guard

Bags 4.363 ft³ as 7 × 80 lb + 1 × 40 lb 8

Change:Yield, 80 lb bagYield, 60 lb bagYield, 40 lb bag

Cheapest combination 29 × 16 ft × $1.35/ft + 3 × $32.97 + 13 × 12 ft × $1.70/ft + 1 × 16 ft × $1.70/ft + 1 × 16 ft × $1.70/ft + 12 × $1.90 + 16 × $2.10/ft + 2 × 16 ft × $1.70/ft + 3 × 8 ft × $4.94/ft + 3 × $24.00 + 13 × $2.40 + 13 × $1.10 + 7 × $5.68 + 1 × $3.98 + 8 × $32.00 + 4 × 20 ft × $1.60/ft + 88 × $2.30 $2,021.91

Assumptions

Every one of these is editable. Change one and the answer changes with it.

Assumption Value Confidence
R507.7 decking, square layIRC R507.7, maximum joist spacing for wood decking. A single span is decking bearing on two joists; continuous is three or more. DCA 6 requires every segment of decking to bear on at least three supports, so the continuous column is the one this page reads. IRC 2021 and IRC 2024, R507.7 From a data sheet or an agency document
DCA 6 T2 joist span, Southern PineDCA 6-15 Table 2, allowable span L_J: how far a joist of this size may span at this spacing, face of support to face of support. Assumes 40 psf live load, 10 psf dead load, No. 2 grade, wet service and L/360 deflection. Species: Southern Pine. DCA 6-15 From a data sheet or an agency document
DCA 6 T2 overhang, Southern PineDCA 6-15 Table 2, allowable overhang L_O: how far a joist of this size may pass the beam. The overhang used is the lesser of this and a quarter of the actual span. The column does not always fall as the spacing widens - the guide shades those cells as deflection controlled - and the figures are carried as printed. DCA 6-15 From a data sheet or an agency document
DCA 6 T3A beam, 2-ply, Southern PineDCA 6-15 Table 3A, beam span L_B: how far a beam of this make-up may span between posts, by the span of the joists it carries. The column is read as "joist spans less than or equal to", so a joist span is rounded up to the next column before the table is read. Assumes 40 psf live, 10 psf dead, No. 2 grade and wet service. DCA 6-15 From a data sheet or an agency document
DCA 6 T3A beam, 3-ply, Southern PineDCA 6-15 Table 3A, beam span L_B: how far a beam of this make-up may span between posts, by the span of the joists it carries. The column is read as "joist spans less than or equal to", so a joist span is rounded up to the next column before the table is read. Assumes 40 psf live, 10 psf dead, No. 2 grade and wet service. DCA 6-15 From a data sheet or an agency document
DCA 6 T4 footing diameterDCA 6-15 Table 4. Assumes 1,500 psf soil bearing and 150 pcf concrete; the guide allows the value to be multiplied by 0.9 for a corner post, which this page does not do. Both axes are read as "less than or equal to", so a span is rounded up to the next column before the table is read. The diameter of a round footing under one post. DCA 6-15 From a data sheet or an agency document
DCA 6 T4 footing thicknessDCA 6-15 Table 4. Assumes 1,500 psf soil bearing and 150 pcf concrete; the guide allows the value to be multiplied by 0.9 for a corner post, which this page does not do. Both axes are read as "less than or equal to", so a span is rounded up to the next column before the table is read. The thickness of the footing pad. Assumes 2,500 psi concrete. DCA 6-15 From a data sheet or an agency document
DCA 6 T4 post height, Southern PineDCA 6-15 Table 4, post heights for a 6x6: how tall a post may stand, measured from grade or the top of the foundation, whichever is higher, to the underside of the beam. An 8x8 may stand anywhere in the table up to 14 ft. Species: Southern Pine. A blank cell is the guide's "NP" - not permitted - and the page says so rather than fill it in. DCA 6-15 From a data sheet or an agency document
DCA 6 T5 lag spacingDCA 6-15 Table 5: the on-center spacing of ledger fasteners, by what the house's band or rim joist is and how far the joists span. Deck live load 40 psf, dead load 10 psf; 15/32 in maximum sheathing; fasteners staggered. The 1 in and 1 1/8 in rows are LVL rim joists, the 1 1/2 in row solid-sawn lumber. Half-inch lag screws, tips fully past the inside face of the band. DCA 6-15 From a data sheet or an agency document
Deck board widthThe width a nominal 6 in deck board really is: 5 1/2 in. Trex publishes its boards as 0.94 in x 5.5 in, and PS 20 dresses a nominal 6 in face to 5 1/2 in, so wood and composite are the same width. Decks.com counts rows at the nominal 6 in and so leaves three rows out of a 16 ft depth. in From a data sheet or an agency document
Gap between screwed boardsAWC DCA 6-15, p. 3: space decking boards approximately 1/8 in apart. in From a data sheet or an agency document
The wide allowance fromNIST PS 20-20, Table 3: the dressed allowance goes from ½ in to ¾ in at 8 in nominal width. in From a data sheet or an agency document
Dressed, boards 1 to 1½ inNIST PS 20-20, Table 3 (p. 16): a board from 1 in and under 2 in nominal is dressed dry ¼ in under it - 1 to ¾, 1¼ to 1, 1½ to 1¼. in From a data sheet or an agency document
A guard is needed aboveAWC DCA 6-15, p. 19: a deck more than 30 in above grade has to have a guard [IRC R312.1]. in From a data sheet or an agency document
Widest opening in a guardAWC DCA 6-15, Figure 24 and its commentary on p. 41: no opening in a guard may let a 4 in diameter sphere pass. The commentary extends it to the openings under a fixed bench used in place of a guard, which Figure 24 itself leaves out. in From a data sheet or an agency document
Most between guard postsMost between guard posts. AWC DCA 6-15, Figure 30, gives 6 ft for the guard on a deck STAIR. The guide gives no maximum for a guard on the deck surface, so this figure is carried across to it and the page says so beside the count; your building department decides, and some ask for 4 ft. in From a data sheet or an agency document
Screws a board a joistAWC DCA 6-15, p. 3: attach decking to each joist with 2-8d threaded nails or 2-#8 screws. Omni uses a flat 3.5 screws a square foot, which only matches at 16 in on center. screws From a data sheet or an agency document
Hangers a joistAWC DCA 6-15, p. 9 and Figure 7: one joist hanger at the ledger for each joist. At the beam the joists bear over it and take a hurricane tie instead (Figure 6, Option 2), so they are not hung twice. hangers From a data sheet or an agency document
Ties a joist at the beamAWC DCA 6-15, p. 9, Figure 6 Option 2: one mechanical fastener or hurricane clip per joist at the beam, with at least 100 lb capacity in uplift and in lateral load. ties From a data sheet or an agency document
Smallest ledger and guard joistAWC DCA 6-15, Table 2 footnote 6 and p. 19: the ledger is a minimum 2x8 nominal, and so is any joist or rim joist a guard post is attached to. in nominal From a data sheet or an agency document
Post face, 6×6 dressedAWC DCA 6-15, p. 10: every deck post is 6x6 nominal or larger. 5 1/2 in is what a nominal 6 in face dresses to under PS 20. in From a data sheet or an agency document
Brace a corner post overAWC DCA 6-15, p. 10: diagonal bracing parallel to the beam at every corner post more than 2 ft 0 in tall. The guide prohibits it on center posts. in From a data sheet or an agency document
Footing below groundAWC DCA 6-15, p. 11 [R403]: footings bear on undisturbed soil at least 12 in below the undisturbed ground surface, or below the frost line, whichever is deeper. in From a data sheet or an agency document
Your frost depthHow far down the ground freezes where you are building. AWC DCA 6-15, p. 11 [R403]: a footing bears 12 in below the undisturbed surface or below the frost line, whichever is deeper, and the guide says to ask the authority having jurisdiction for the depth - no document publishes it for your town. Zero is no frost allowance, which is what the guide's own 12 in base case assumes; type your depth and every hole follows it. in From a data sheet or an agency document
Dressed, 8 in and widerNIST PS 20-20, Table 3: 8 in nominal and wider is dressed dry ¾ in under it - 8 to 7¼, 10 to 9¼, 12 to 11¼. in From a data sheet or an agency document
Dressed, 2 in up to 8 inNIST PS 20-20, Table 3: from 2 in nominal and under 8 in wide, lumber is dressed dry ½ in under it - 2 to 1½, 4 to 3½, 6 to 5½. in From a data sheet or an agency document
Yield, 80 lb bagQuikrete Concrete Mix 1101 data sheet. ft³/bag From a data sheet or an agency document
Yield, 60 lb bagQuikrete Concrete Mix 1101 data sheet. ft³/bag From a data sheet or an agency document
Yield, 40 lb bagQuikrete Concrete Mix 1101 data sheet. ft³/bag From a data sheet or an agency document

Deck screws: two a board at every joist

A 16 by 12 foot deck at 16 inches on center is 26 rows of decking over 13 joists. Each board gets two fasteners where it crosses each joist, so that is 26 × 13 × 2 = 676 screws — three 5 pound boxes of #9 × 3 inch at 309 a box. DCA 6-15 asks for 2-8d threaded nails or 2-#8 screws at every joist, and for the boards to sit about ⅛ inch apart.

Switch to hidden fasteners and it is one clip per crossing instead: 26 × 13 = 338 clips, four 90-clip buckets. A bucket covers about 50 square feet, so 192 square feet checks out at four either way.

Why a count per square foot is not enough

Omni uses a flat 3.5 screws a square foot. On this deck that gives 3.5 × 192 = 672, which looks right — but only because the joists happen to be 16 inches apart. Bring them to 12 inches, as a composite board laid at 45° requires, and the crossings go up by a third while the flat figure does not move: 676 becomes 884 and the fixed rate is 212 screws short. The count has to follow the spacing, and here it does.

Inch Calculator does vary its clip count with the spacing — 1.75 a square foot at 16 inches, 2 at 12, 1 at 24 — and takes screws as twice the clips, which lands close. Counting the crossings directly gets there without the rates.

The screws that are not decking screws

The list below keeps the structural fasteners apart from the decking ones, because they are not interchangeable. The ledger takes ½ inch lag screws or bolts with washers at the spacing DCA 6 Table 5 gives for the joist span — lead anchors are prohibited, and the tip of a lag has to pass right through the inside face of the house band joist. Joists hang on rated hangers at the ledger and take a hurricane tie at the beam, each good for at least 100 pounds in uplift and in lateral load. Hangers, ties, clips and their nails all have to be galvanised or stainless, and aluminum should not touch copper-bearing treated lumber.