All processes
PRC.56 · Construction Process

Pergolas and Outdoor Timber Structures

In an outdoor timber structure you do not design the timber: you design the water. Every detail that holds it becomes a point of decay, and durability is almost entirely a matter of geometry — covered end grain, raised bearings, surfaces that shed — long before it is a matter of species and treatment. The second check is not weight: it is wind, because a covered pergola is a sail.

The real enemy
water trapped in details, not rain that runs off
Critical points
post base and beam end grain, almost always in that order
Geometric rule
timber never touches soil or concrete
Governing check
wind uplift, not self weight

Overview

TAV. 00

The process covers pergolas, canopies and light timber structures exposed outdoors, from choosing the use class through to the maintenance plan. The two checks that govern everything are less obvious than they seem: the first is the path of the water, which decides where the timber will decay in ten years, the second is wind action, which in light covered structures produces uplift instead of load and inverts the logic of the anchorages. The phases follow that order: first establish how wet the timber will get, then build a base that never keeps it in contact with water, then make joints that shed, then brace and anchor against uplift. The finish comes last and replaces none of these choices: it only extends them.

The site score

TAV. H
NOT TO SCALE0 of 5 layers in place

The detail of the craftThree conditions, three answers

COPERTOESPOSTOA TERRASTESSA PERGOLA, CLASSI DIVERSE
01Weeks 1-2

Establish how wet the timber will get

The first decision is not about species but about exposure. An element under a continuous roof, one exposed to rain but shedding well, and one in permanent contact with the ground are in three completely different conditions and call for three different answers in terms of natural or conferred durability. So every element in the structure is classified by its actual condition — not by the average for the works — and each is assigned the appropriate species or treatment, accepting that different solutions coexist in the same pergola.

Why it is done this wayDurability is not a property of timber in the abstract: it is the result of a species meeting a moisture condition. The fungus that degrades timber needs a water content reached only through repeated wetting and failure to dry, and classification is precisely how you identify where that condition will occur.
3 · exposure conditions to distinguish1 · class assigned to each element0 · structures with a single class for everything
In handPin moisture meter for timberTechnical data sheets for the speciesElement classification scheduleSurvey of shading and prevailing windsLocal rainfall climate data
Classification referred to the wettest season, not to the annual average
The mistake that costs dearlyChoosing one species for the whole structure, usually the one suited to the least severe condition because it costs less. The posts at ground level fail within a few years while the beams above are still perfect, and replacing the posts means dismantling everything else.
Site supervision checkAsk for the schedule by element and check that posts in contact with the outdoors have a different, higher class than protected beams: a schedule with a single row was never actually filled in.
Classification of the structural elements by moisture exposure condition and assignment, for each class, of the corresponding timber species or durability treatment, presented as a schedule by element.site notebook — editorial synthesis
The beats — with site daysbeat 1 of 5
14-28 daysCuring of the pads before erecting the posts and tightening the uplift anchorages.
2-4 weeksSettling of the structure and surface drying of the timber before the impregnating finish is applied.

click a beat · arrow keys ← → walk the site · dashed pauses are the chemistry at work

PLATE 01

You do not design the timber, you design the water

TAV. G1

Three details decide the service life of an outdoor structure: the base, the end grain and the top face. On each the choice is between a geometry that traps and one that sheds, and no treatment compensates for the wrong geometry.

TRE DETTAGLI, TRE DESTINI01 IL PIEDEa contatto marcisce, rialzato asciuga02 LA TESTATAscoperta beve, inclinata e coperta no03 LA FACCIA ALTApiana raccoglie, in pendenza sgrondaARCHITHECA — PRC.56

The diagram illustrates the logic of the details. Durability classes, sections and performance requirements are to be taken from the design and the applicable standards.

PLATE 02

Covering a pergola means building a sail

TAV. G2

While it is open, wind passes through it. The day it receives fabric or sheeting, the same structure acquires a surface the wind can lift, and its anchorages go from working in compression to working in tension.

A — SCOPERTAil vento attraversa: nessuna azione rilevanteB — COPERTAil vento solleva: ancoraggi a trazione e controventiARCHITHECA — PRC.56

The diagram illustrates the change of regime. Design actions, coefficients and anchorage checks are to be taken from the design and the applicable standards.

How it ages (and what betrays it)

TAV. P
PT.01Decay of the post base. Timber resting on or cast into concrete draws moisture through its end grain and never dries. Degradation advances from within and by the time it is visible from outside the structural section is already reduced: it is the most frequent and the most expensive defect, because replacement requires dismantling everything above.
PT.02Deterioration of the beam end. Upward-facing end grain absorbs water many times faster than a side face, and concentrates the wetting cycles exactly at the bearing, where the beam works hardest. The defect is prevented by an angled cut or a cap, not by the finish.
PT.03Dark staining from incompatibility between tannins and connectors. On oak and chestnut, galvanised steel reacts with the tannins and produces permanent stains below every connection. It is not a structural defect but it is irreversible, and it redraws the appearance of the structure within a single season.
PT.04Wind uplift of the cover. A cover added to a structure designed to be open turns the pergola into a wind-bearing surface. The anchorages, sized for compression, find themselves working in tension and fail at the most intense event of the season.
PT.05Distortion from differential moisture between faces. An element wet on one side and dry on the other bows, because timber shrinks differently on the two faces. The phenomenon is more pronounced the more the finish has been applied to one side only, which always happens when coating is done after erection.

Questions from the site

TAV. Q
Better pressure-treated timber or modified timber?

It depends on where the element is and what is underneath it. Pressure treatment confers durability with chemicals and costs less; thermal and acetylated modification achieve comparable results by acting on the structure of the wood, without biocides, and cost more. Above a vegetable garden, a play area or a pool, the difference matters; on a concealed post, much less.

How often does the finish need redoing?

There is no single interval, and anyone promising one is simplifying. South- and west-facing faces consume the product much faster than north-facing ones, and horizontal surfaces faster than vertical ones. The practical criterion is observation: when water stops beading and starts darkening the timber, that face needs refreshing, whatever the calendar says.

Does every post really need a pad?

You need something that keeps the timber clear of the ground and resists wind uplift. On a small open pergola an anchorage to an existing slab may be enough; on a covered structure the pad is not just a bearing, it is ballast and uplift anchorage at once, and at that point its size is decided by the wind check, not by habit.

Is timber that has turned grey ruined?

No. The grey is surface lignin degraded by ultraviolet light and washed by rain: it affects a fraction of a millimetre and does not touch the structural section. It is an aesthetic matter, and in many species it is exactly the look expected over time. What to watch is not the colour but the post bases and the beam ends, where degradation is not superficial.

Materials involved

TAV. M