The short answer
A deck is built for floor loads, not for a pergola post pulling up in the wind. The safest place for a pergola post is its own footing, through or beside the deck. Posts on blocked joists can work only if the joists, the beam and the footings below have the capacity, and that is a calculation, not a rule of thumb. No code table sizes pergola members.
A pergola over deck framing looks like a weekend job: set four posts, lay a beam, add rafters. The part people skip is the question of what the deck under the posts was built to do. This guide answers it. You will see where pergola posts can land, how a pergola attaches to the house, what gets checked for wind and snow, and where the code gives no table at all, so you know which parts need a calculation.
We are not your building department or your engineer. Where a number comes from a code guide, we say so. Where it is our own design choice, we say that too.
Pergola Over Deck: Can the Existing Deck Carry It?
Sometimes, but not by bolting posts to the deck boards. The deck was designed for one kind of load, and a pergola adds two other kinds.
What the deck was built to carry
A deck built to the AWC1 DCA6 guide is sized for a floor load of 40 psf live plus 10 psf dead, spread across the surface. The joist, beam, post and footing tables all assume that spread load. The guide also does not cover snow above 40 psf or hot tubs. A pergola post is not a spread load. It is a point load at one spot, and in the wind it can pull up as hard as it pushes down.
What a pergola adds
A pergola adds weight, snow if you live where it falls, and wind. For the roof-type load, our designer applies a 20 psf live load to the whole footprint, the figure the IRC gives for a flat roof, even though an open slat roof sheds some of it. That is a conservative choice of ours. For snow, it uses the ground snow load you enter and applies the ASCE 7 flat-roof method. We could not read the ASCE 7 text, which is paid, so treat our snow figures as a check, not a final answer.
The honest short answer
A pergola can sit on a deck if you add a load path to the ground. Whether the existing deck can carry that is a calculation for your deck. Why this point-load concern matters is our judgment from how the tables are built, not a line in the code.
- 1American Wood Council Prescriptive Residential Wood Deck Construction Guide (DCA 6, 2015 IRC version) (2015)
Three Pergola Post Options on a Deck
You have three ways to hold a pergola post. We list them in the order we favor, which is an editorial ranking and not a code ranking.
Option 1: Through the deck to its own footing
The post passes through a cutout in the decking and lands on a footing in the ground. The deck frame does not carry the pergola, so the deck’s own sizing still holds, as long as no joist is cut for the post. The footing follows the same rule as any deck footing: the bottom sits at least 12 in below grade or below the frost line, whichever is deeper, on soil rated at 1,500 psf unless you know better.
Our pergola designer sizes a round footing from the load divided by the soil bearing, at least 6 in thick, and then enlarges it until 60% of the concrete’s weight beats the uplift. A footing wider than 36 in or deeper than 60 in goes to an engineer. Those limits are our choice.
Option 2: Freestanding beside the deck
The pergola stands next to the deck on its own footings and does not touch it. This is the simplest case for loads, because the deck is not involved. It needs lateral bracing on its own. See the wind section below.
For posts set in concrete with no braces, our designer uses the IBC formula for embedded posts, with a soil rating of 100 psf per foot of depth. That formula asks for a deep hole: an 8 ft 6x6 held only by the ground needs about 62 in in our design, and that depth is one of the questions we still have open with an engineer. A Simpson2 Strong-Tie note says burying wood posts is not typically recommended, because of rot, and a buried post needs UC4B treated lumber at minimum.
Option 3: On blocked joists
The post base bolts to blocking between two joists, and the load travels through the joists to the beam and the deck footings. The deck must have the capacity for it. DCA61 sizes joists for floor load, and a 2x8 southern pine joist at 16 in on center spans 11’-10” for that load. It says nothing about uplift at a post.
For the connector, one example is the Simpson2 Strong-Tie CBSTQ cast-in standoff base, rated at 2,680 lb of uplift for a 6x6 and 485 lb of lateral load. That product is made to be cast into concrete, so it does not apply to wood blocking. An adjustable retrofit base works the same way, but we have not verified a rating for it, so check its table before you use it. For a post to beam connection, DCA61 asks for a cap or a notch and prohibits fastening a beam to the face of a post with no notch. Our pergola designer accepts a two-board “sandwich” beam bolted to the face of a post only when the bolts are calculated, and the question of whether to allow it is still open.
This is why we rank it last. Every part of the deck below the post has to carry something it was not sized for, and the chain is only as strong as the weakest link. Our pergola designer does not check this option: it designs posts on their own footings or set in concrete, attached to the house or freestanding.
- 1American Wood Council Prescriptive Residential Wood Deck Construction Guide (DCA 6, 2015 IRC version) (2015)
- 2Simpson Strong-Tie CBSTQ cast-in standoff column base, load table (2026)
Attaching a Pergola to the House
A pergola can also hang off the house wall with a ledger, as a deck does. The ledger rules come from the same DCA61 pages.
The ledger rules
DCA61 Table 5 sets the spacing of 1/2 in lag screws in a 1-1/2 in band by joist span, for example 18 in on center at a 10 ft span. The full table is in our ledger board guide. The ledger must be at least a 2x8 pressure-treated No. 2, fastened only into the band or rim joist, with staggered fasteners and flashing. It is prohibited through stone or brick veneer and on a house overhang or bay window. If the wall is one of those, the pergola goes freestanding. Our pergola attached to house guide walks through the ledger test, and the pergola footings guide covers how the posts are held down.
A pergola has no joists, so our designer converts the rafter load into an equivalent deck span. It finds the DCA61 column whose reaction per foot of ledger matches the rafter reaction. The equivalence is our own method, and anything above an 18 ft equivalent span is out of range.
Does the wall have a band at that height?
The deck ledger sits near floor level. A pergola ledger sits at the height of the rafter tops, often 9 to 11 ft up. A single-story house often has no solid band there. The designer asks you to confirm the wall can take the fasteners at that height, and it always flags the item amber. If you cannot confirm it, go freestanding.
Lateral load and snow from the roof
Attached to the house, the pergola passes cross loads into the wall through the ledger, and the braces handle the direction along the beam. That split is our design choice, because DCA61 has no lateral table for it. The loads also leave out snow that slides or drifts off the house roof onto the pergola. That is a “check before you build” item.
- 1American Wood Council Prescriptive Residential Wood Deck Construction Guide (DCA 6, 2015 IRC version) (2015)
Wind Uplift and Bracing
Wind is the load that moves pergolas. A pergola roof is open, but the posts, beams and slats still catch wind, and suction lifts the slat grid.
How our designer reads the wind
The wind pressures come from the IRC components and cladding table for walls in zone 5 and roofs in zone 2, with an exposure factor of 1.00 for exposure B and 1.21 for exposure C. The default is 115 mph, and above 140 mph the designer stops. For an open frame, it counts the posts and the members seen from above, and only the windward and leeward member of each parallel row, treating the middle ones as sheltered. That shielding assumption is ours and needs an engineer’s confirmation.
Suction acts only on the solid part of the slat grid. The designer computes that solid share from the rafter and slat spacing, and it lets the structure resist 60% of its dry weight against uplift. Both are our choices and are not code tables.
Bracing
Braces are 2x6 at 45 degrees, bolted. On an attached pergola they run along each beam at each post. A freestanding pergola gets braces both ways, and each post ties to a rafter above. The design treats the base as a pin and sizes the brace force from the wind and the leg length, which runs 24 to 48 in. A brace foot lower than 6 ft 8 in is flagged because it is a head hazard.
Pergola Spans: There Is No Code Table
Look in the IRC or DCA61 for a pergola span table and you will not find one. Neither document has it. Every member is calculated.
What we calculate
Our pergola designer applies the 2018 NDS3 to each member, with the roof loads from the IRC treated as if the slat grid were a roof. Each beam, rafter and slat passes six checks: bending in the span, bending in the cantilever, shear, live or snow deflection to L/180, total deflection to L/120, and deflection at the cantilever tip. The designer shows which check governs and the percentage used. The deflection limits are the IBC roof limits, which we have not re-read for this guide, and applying them to a pergola is our choice.
We tested the method on a case that has a published answer. For a southern pine 2x6 rafter at 16 in with 20 psf live and 10 psf dead, the method gives 160.5 in, against 162 in in the IRC rafter table. That is within 1%.
Lumber values
The values are NDS3 design values: southern pine No. 2 bending at 1,000 psi for a 2x6 and 925 psi for a 2x8, and hem-fir No. 2 at 850 psi. Wet service usually lowers bending by a factor of 0.85, and incised pressure-treated lumber, used for some species such as hem-fir and Douglas fir but not southern pine, takes a 0.80 factor on top. Those factors can call for bigger members than a dry-use value suggests.
The pergola designer shows the check that governs each member and the percent used.
Try it
Get a plan for your pergola
The pergola designer draws a plan with the post layout, the members calculated to NDS3 2018 for the loads you enter, the footings, and a cut list and shopping list, for $29. Not engineer-stamped. Check with your building department.
- 1American Wood Council Prescriptive Residential Wood Deck Construction Guide (DCA 6, 2015 IRC version) (2015)
- 3AWC, National Design Specification National Design Specification for Wood Construction, 2018 edition (free view) (2018)
Do You Need a Permit for a Pergola on a Deck?
We cannot say, and we never write that a pergola needs no permit. Local approval is not checked here. Pergola permit rules, setbacks, HOA and zoning vary. Confirm with your local building department.
Why a deck changes the answer
The 2021 IRC text, as adopted by Grant County4, Washington, lists small decks that are exempt: not attached to a house, no more than 200 sq ft and no more than 30 in above grade. A pergola adds height and a roof-like structure, and it may attach to the house. Your town may treat the combination differently from the deck alone.
What to bring
Bring a site plan, a drawing of the posts and footings, and the overall height. See the deck permit requirements guide for the standard package, and the ledger board guide if the pergola attaches to the house. If the deck is also new, the deck designer draws the sheets. If you want the pergola alone, open the pergola designer.
Try it
Planning a deck with a pergola?
Design the deck in the deck designer, then add the pergola in the pergola designer. Both are free to use. Plans are prepared to DCA61 and NDS3 2018 methods, not engineer-stamped. Check with your building department.
- 1American Wood Council Prescriptive Residential Wood Deck Construction Guide (DCA 6, 2015 IRC version) (2015)
- 3AWC, National Design Specification National Design Specification for Wood Construction, 2018 edition (free view) (2018)
- 4Grant County, Washington Exempt R105.2 (2021 International Residential Code, section R105) (2021)
Sources
Every number in this guide that does not come from our own deck designer was checked against these 6 documents, numbered in the order the text first cites them and read between Oct 25, 2026 and Nov 4, 2026. 5 are code guides and official pages; 1 is a secondary source (secondary pages), marked, used only where no code guide or official page gives a number.
- 1American Wood CouncilPrescriptive Residential Wood Deck Construction Guide (DCA 6, 2015 IRC version) (2015)
- 2Simpson Strong-TieCBSTQ cast-in standoff column base, load table (2026)
- 3AWC, National Design SpecificationNational Design Specification for Wood Construction, 2018 edition (free view) (2018)
- 4Grant County, WashingtonExempt R105.2 (2021 International Residential Code, section R105) (2021)
- 5City of Seattle2015 Seattle Residential Code (IRC 2015 adoption), chapter 3 (2015)
- 6Missouri University of Science and TechnologySecondary sourceCourse problem 4.30, Hem-Fir No.2 posts and timbers design values (NDS Table 4D)
