Cladding

Installing Siding and the Drainage Plane

Siding is a screen, not a seal: build the wall outward so every drop that gets behind the cladding has a way back out.
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Water gets behind cladding — the job is giving it an exit

Every lap-sided wall leaks. Wind pushes rain up under the butt of a course, capillarity pulls it sideways through a tight joint, and every fastener you drive is a hole through the face. None of that matters if the water has somewhere to go. What ruins framing is not water arriving behind the cladding — it is water arriving and then finding no route back out, so it sits against sheathing until the OSB turns to porridge and the sill plate goes punky.

The model codes say the same thing in fewer words. IRC Section R703 Exterior Covering and IBC Chapter 14 both require a water-resistive barrier behind the veneer together with a means of draining water that gets past it. That is two requirements, and crews routinely deliver only the first. A perfectly taped wrap with the bottom edge glued down to the foundation and the cladding jammed tight to it is a bathtub with a lid.

Build outward and the logic stays honest: substrate, barrier, flashings integrated into the barrier, gap, cladding, and an opening at the bottom of every one of those layers. Anything you can only fix by adding sealant later is a detail you got out of order.

The wall, laid flat, outward from the framing

An exterior wall cut horizontally and turned on its side so the outdoors is uppermost: studs and plates, sheathing over them, the water-resistive barrier lapped down the face, furring holding a drained gap open, and lap cladding facing the weather.
  1. Cladding — the screen that takes the bulk rain load, ordered by elevation face area once the exposure and the trim lines are fixed Siding Calculator
  2. Furring and the gap it holds open — the layer most often deleted for schedule and the only one that lets both faces of the cladding dry; its length tracks stud spacing, not wall area Rain-Screen Cladding Furring Strip Calculator
  3. Water-resistive barrier — lapped bottom course first so gravity crosses each seam outward; rolls are consumed by laps and opening flaps before the wall consumes any House Wrap Calculator
  4. Sheathing — the flat, continuous backing the barrier is stuck to — a crowned panel edge holds wrap off the plane and water runs into the void Plywood and OSB Sheet Calculator (Subfloor, Wall and Roof)
  5. Studs and plates — what every cladding fastener has to reach, which is why adding a furring layer changes the fastener length on the order Framing Stud Calculator

Layer one: the substrate the plane is stuck to

The plane starts at the sheathing, because the barrier can only be as flat and as continuous as the thing you stick it to. Run a string across the studs before anything goes on. A proud fastener head, a swollen OSB panel edge, or a stud crowned a quarter inch out of line will telegraph through fiber cement and will hold house wrap off the plane so water runs into a void instead of down a surface.

Panel gaps matter more than they look. Sheathing joints left open, unblocked panel edges, and the ragged cut around a rough opening all become places where wrap can be pushed through by a fastener or torn by wind before the cladding goes on. Fill or block them; do not rely on tape spanning air.

Some walls have no separate barrier at all: the sheathing is the barrier, with integrated WRB panels or a fluid-applied membrane where the joint tape and the coating form the drainage plane. Those systems are unforgiving about substrate temperature, dust, cure time and mixed brands — primer from one product line under tape from another is a warranty conversation nobody wants during a rain delay. Check framing moisture content as well. Enclosing wet lumber behind a low-perm exterior layer stores the problem instead of drying it, which is the design question ANSI/ASHRAE Standard 160 Criteria for Moisture-Control Design Analysis in Buildings exists to ask.

Layer two: the barrier goes on like shingles

Mechanically fastened wrap goes on the way a roof goes on: bottom course first, every upper course lapped over the lower one on the outside, so gravity carries water across the seam rather than into it. Vertical laps land over a stud. The first course hangs low enough to lap over the top of the foundation or over the flashing at a transition, never tucked behind it.

Fastening is where speed costs you. Cap fasteners hold the sheet through a wind event and through the weeks before cladding arrives; narrow-crown staples tear out and leave a torn hole in the middle of your barrier. Manufacturers publish a UV exposure limit for the sheet, usually measured in months, and a wall that sat all winter under a stalled schedule may be chalked and brittle regardless of how good it looked on day one. Seam tape is not optional decoration either — taped seams are what make the assembly testable as an air barrier under ASTM E2357 Test Method for Determining Air Leakage Rate of Air Barrier Assemblies, and air leakage carries far more moisture into a wall than liquid water ever does.

Two variables here are jurisdiction-dependent and you should confirm rather than assume: whether your adopted code requires two layers of barrier or a drainable product over wood-based sheathing behind certain claddings, and the minimum lap dimensions, which are set by the code you build under and by the manufacturer's printed instructions. Both are written down. Neither is worth guessing on a wall that will be closed in an hour.

Order the roll count off the wall area with the laps and the openings already accounted for, because coverage on the label is flat area and a wall is not flat area.

Size the wrap order against the real wall area, with laps and openings taken off before the truck is loaded.

House Wrap Calculator

The total exterior wall sheathing area to wrap.

Wrap spent on the horizontal and vertical laps, and on flaps folded into openings.

House wrap rolls needed

2 rolls

High confidence
Area to wrap (with overlap allowance)
2,365 sq ft

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.

46.37 ft14.13 m46.37 ft14.13 mequivalent area2,150 sq ft199.74 m²20 ft5 m

What this calculation does not cover

  • Roll coverage is fixed at the 1,350 sq ft (125 m²) of a 9 ft by 150 ft roll and is not something you can set, so a wrap sold in any other width or length changes the number of rolls without changing the area shown in the breakdown.
  • The lap allowance is a percentage of wall area rather than a lap width you enter, so laps run wider than the minimum, and seams doubled up at corners and band joists, come straight out of that margin.
  • Wall height is never asked for, so the arithmetic cannot tell whether the 9 ft (2.7 m) roll width divides evenly into your wall run — an odd remainder is trimmed off and binned, and only the same allowance stands against it.
  • Rolls are rounded up once against the whole job total, which assumes the tail of one roll starts the next elevation; if each face is begun with a fresh roll, the order will run higher than the count given.
  • Only the sheeting itself is counted: seam and flashing tape, cap nails or staples, and any rainscreen furring over the drainage plane are separate orders, and no linear seam length is reported to size them from.
  • No extra material is added for the flaps folded back into a rough opening or for the lap over head flashing, so that detailing has to be found within the same lap allowance.

Layer three: openings are the plane, interrupted

Openings are holes cut in the barrier, and every one of them is repaired from the bottom up. Sill first: a pan with end dams and a back dam, either a formed pan or a self-adhered membrane detailed with the corners folded rather than cut. Slope matters more than material. A dead-flat sill holds the water it collects until it finds the one pinhole in the corner.

Jamb flashing laps over the sill pan. Head flashing laps over the jambs. The wrap above the head laps over the head flashing — which means cutting the wrap at the opening as a flap you fold up and tape back down afterwards, not slicing it flush and taping a patch over the top. A reverse lap at a window head is the single most common source of a stain on drywall two floors below, and it is invisible once the siding is on. ASTM E2112 Standard Practice for Installation of Exterior Windows, Doors and Skylights covers the sequence; AAMA 711 Voluntary Specification for Self Adhering Flashing Used for Installation of Exterior Wall Fenestration Products covers the flashing you are using to do it.

Leave the sill open. The bead of sealant that goes around a window frame runs up the jambs and across the head, and stops short at the bottom corners so the pan can discharge. Sealing all four sides converts a drained sill into a reservoir. Smaller penetrations follow the same logic at a smaller scale: hose bibbs, dryer vents, light blocks and conduit get the barrier lapped over the top of the flange and under the bottom, and the sealant joint is a filter above, open below.

Pans, jambs, heads and every small penetration come off the same coil, and the sheet count is what tells you whether one more opening on the schedule means another trip to the brake.

The combined length of all flashing runs needed on the job.

The length of a single flashing sheet or cut coil piece as supplied.

Flashing sheets needed

5 sheets

High confidence

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.

10 ft2 m49 ft14.94 m10 ft3.05 m

What this calculation does not cover

  • Rounds up on the total when each run has to come out of one sheet. Five separate 3.5 m (11.5 ft) runs from 3.05 m (10 ft) stock take ten pieces, not the six that dividing the combined 17.5 m (57 ft) suggests, because offcuts do not join end to end. Run this per length of flashing rather than per job total.
  • Says nothing about coil width. Flashing is brake-formed from flat stock, so the stock has to cover the developed girth — every leg, plus hems and the metal taken up in each bend — and coil comes in fixed widths. The right number of pieces in stock too narrow to fold the profile is not usable material.
  • Blind to the metal. Aluminum against pressure-treated lumber or in contact with a copper gutter corrodes at that contact, gauge decides whether a long run stays flat or oil-cans, and pre-finished coil carries a coating that will not survive being folded the wrong way. A sheet count chooses none of that.

Layer four: the gap that makes it a rain screen

Now the gap. A drainage plane with cladding pressed flat against it drains slowly and dries barely at all, because capillary contact between siding and wrap holds water in the joint. Separation is what turns a barrier into a rain screen: a drainage mat, a crinkled wrap, or furring strips — the last being the version that also ventilates, so the back of the cladding dries in both directions.

Furring runs vertical over the studs for horizontal siding, which is easy. Vertical siding and board and batten need the furring run horizontally, which blocks drainage unless you notch it, shim it off the plane, or cross it with a second layer. Notched furring is the detail that gets skipped when the schedule tightens, and it is the detail that decides whether the bottom of that wall drains or ponds.

Fastener length is a real coordination item, not a footnote. Adding a furring layer means every cladding nail has to make its penetration into the framing through that added thickness, and the required penetration comes from the cladding manufacturer's instructions and your adopted code. Undersized fasteners through furring produce walls that look right on the day and rattle loose in the first serious wind. Where the furring is treated lumber, the fastener corrosion class changes as well.

Cavity depth is another jurisdiction question. Some codes and some coastal or high-exposure regions mandate a minimum ventilated gap behind cladding; others leave it to the manufacturer. What is universal is that the cavity needs an inlet at the bottom and an outlet at the top, both screened against insects and neither one caulked shut by a well-meaning finisher. Where cement plaster is the cladding, furring and lath installation is governed by ASTM C1063 Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster.

Each layer, and where the water it collects is supposed to leave
LayerWhat it doesWhere water leaves it
Sheathing / substrateFlat, continuous backing for the barrierNowhere — it must stay dry, which is the whole point
Water-resistive barrierSheds and directs liquid water down the wallOver the flashing at the base of the wall and at transitions
Flashings at openingsRepair the barrier where it was cutSill pan discharges onto the barrier below, sealant left open at the low corners
Drainage / vent cavityBreaks capillary contact, allows drying both facesScreened inlet at the bottom, screened outlet at the top
CladdingSheds the bulk rain loadFace drainage plus butt joints, laps and weeps
Trim and terminationsCloses edges without closing drainsWeeps at J-channel low corners, open bottoms on vertical trim
Each layer, and where the water it collects is supposed to leave

Furring is the cheapest item on the wall and the one ordered short most often, because its total length answers to stud spacing across every elevation rather than to the cladding area anyone priced.

The total horizontal width of the wall to be furred out.

The on-center spacing between vertical furring strips.

The full height each furring strip must run.

Total furring strip length

310 ft

High confidence
Number of furring strips
31

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.

39 ft11.89 m10 ft3.05 m390 sq ft36.23 m²10 ft2 m

What this calculation does not cover

  • Gives the LENGTH of strip to buy and nothing about its thickness, and the thickness is the cavity. The gap behind the cladding has to be deep enough to drain and to move air — commonly 19 mm (3/4 in), less only on proprietary drained systems rated for it — and a strip ripped thin to save money leaves a cavity that holds water against the sheathing instead of shedding it.
  • Strips have to land on the studs behind, not on the spacing you type. Vertical furring over vertical framing only works where the two line up, so a spacing that falls between studs leaves the cladding hanging on sheathing screws, which will not carry its weight. Where continuous exterior insulation sits between strip and sheathing, screw length and the shear carried through that compressible layer become the real fastening design.
  • Assumes vertical strips for horizontal cladding. Boards that run vertically need the furring horizontal, and horizontal furring dams the cavity unless it is notched, gapped, or laid over a first vertical layer — which roughly doubles the strip quantity returned here.

Layer five: the bottom edge is drainage hardware

The bottom edge of the wall is drainage hardware disguised as trim. The starter strip sets the pitch of every course above it and it must be set off a level line, struck with a laser or a water level, never off the top of the foundation — foundations are not level, and a starter chased along a sloping mudsill puts a visible fan into the courses by the time you reach the soffit.

Behind the starter, the barrier laps out over the top of any foundation flashing so water leaves the wall rather than running behind the slab edge. Weep openings stay open. A drip cap or a flashed termination over band joists, deck ledgers and the tops of foundation walls gives water a defined exit and a defined drip point away from the surface below.

Clearances draw arguments on every job. Cladding held down to grade, to a patio slab, or onto roofing wicks water back up into the assembly and buries the drainage exit under mulch. Minimum clearances above grade, above paved surfaces and above roofing are set by your adopted code and by the cladding manufacturer's instructions, and they differ between them and between jurisdictions — read both for the wall in front of you rather than repeating the number from the last job.

One roof detail belongs in the cladding trade's scope even though it looks like a roofer's problem: the kickout flashing where a roof edge dies into a wall. Missing kickouts concentrate an entire roof plane's runoff into a two-foot-wide strip of sheathing behind the siding. Rebuilt corners on that detail are among the most expensive repairs in residential exterior work, and the flashing costs a few minutes at the right moment in the sequence.

Starter follows the struck level line around every jog, return and bump-out, so it is measured off the line you snapped rather than the wall you remember from the take-off.

SettingsSettings for this calculation
Who is doing the work?

Waste is set to 5% by hand. Pick a tier above to replace it, or keep your own figure.

The total perimeter of all walls to receive siding.

Extra material to allow for cut waste and overlaps.

Starter strip needed

136.5 ft

High confidence

The starter strip sets the angle of every course above it. A starter run that is out of level by even a little compounds up the wall, and by the top of a two-storey elevation the error is visible from the street.

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.

What this calculation does not cover

  • Excludes the corner posts, J-channel and any trim, all of which are separate linear quantities on a different perimeter.
  • Does not include the furring or water-resistive barrier behind, which the siding system requires and which is a separate area take-off.
  • The strip must be set from a level line struck around the building, not from the foundation or the ground, neither of which is reliably level.

Layer six: hanging the screen itself

With the plane finished, hanging cladding becomes a layout exercise. Set a story pole and lay courses out so the exposure lands cleanly at window heads and sills where it can, so you are not cutting a two-inch sliver under a sill on the elevation everyone looks at. Adjust exposure within the manufacturer's published range rather than stretching one course to absorb an error.

Fastening rules split by material and they are not interchangeable. Vinyl hangs — nails in the centre of the slot, head left slightly proud, the panel free to slide, and a gap left at every trim termination that grows in cold weather because you are installing the wall at the length it happens to be that morning. ASTM D3679 Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Siding is the product standard behind that behaviour. Fiber cement fastens tight and does not move; its rules are about landing blind nails in the framing, keeping cut ends sealed, and flashing butt joints rather than caulking them. Cutting it raises respirable crystalline silica, which puts the work under the OSHA construction standard for respirable crystalline silica — shears, dust collection or wet cutting, not a dry circular saw on a windy scaffold.

Butt joints deserve their own moment. A joint flashing behind the seam, lapped over the course below, keeps a shrinking joint from becoming a funnel. Sealant alone in a butt joint fails in tension the first cold snap, and once it splits the joint has no backup at all. Stagger joints between courses so no two stack within a few courses of each other, and keep them off the same stud line.

Run the course layout and material quantity off the elevations once the exposure and the trim lines are settled.

Siding Calculator

SettingsSettings for this calculation
Who is doing the work?

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

The total perimeter of exterior walls to be sided.

The average height from foundation to eave.

Doors aren't sided over.

Windows aren't sided over.

Extra siding for cuts and corners.

Estimated siding needed

12.51 squares

High confidence
Net wall area
1,137.46 sq ft
Openings subtracted
162.54 sq ft

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.

130 ft39.62 m10 ft3.05 m1,300 sq ft120.77 m²20 ft10 m

What this calculation does not cover

  • Every door is deducted at a fixed 1.95 m² (21 sq ft) and every window at 1.4 m² (15 sq ft), so a sliding patio door, a garage opening or a floor-to-ceiling window is taken off the total as though it were an ordinary one.
  • Openings are subtracted in full, which assumes courses stop cleanly at each frame — in practice panels are cut around a window and the short offcuts often cannot be used anywhere else on the wall.
  • Wall area is a single rectangle of your perimeter multiplied by one average height, so gable triangles, dormer cheeks, bay projections and a wall that grows taller across a sloping lot register only to the extent you have already folded them into that average.
  • The waste allowance is one flat percentage applied to the finished area, and the field accepts nothing outside 5-20%, with no term in the arithmetic reacting to the number of outside corners or to how much of each panel length is lost where wall runs are short.
  • The answer is a coverage area rather than a count of panels or boxes: exposure, panel length and the overlap between courses play no part in it, so convert the figure using the coverage printed on the product you actually order.
  • Should the openings you enter add up to more than the gross wall area, the net is held at zero rather than flagged, and the confidence rating stays high for every combination of inputs, so a mistyped count returns a quiet answer rather than a warning.

Trim, sealant and terminations: closing edges without closing drains

Trim is the last chance to get the drainage logic wrong. J-channel around a window collects water in its trough, so it needs to discharge — a weep cut at the low corners, a lapped sequence at the head, and no continuous bead of sealant sealing the channel to the window frame along the bottom. Corner posts and vertical trim stay open at the bottom for the same reason.

Sealant belongs to the cladding surface, not to the plane. Specify to ASTM C920 Standard Specification for Elastomeric Joint Sealants, design the joint with a backer rod so the bead bonds on two faces and can move, and treat every bead as an air seal and a weather filter rather than a waterproofing layer. Any place where a joint has to be sealed on top and left open at the bottom, brief it explicitly, because a painter with a caulk gun and no instructions will close every gap on the wall including the ones doing the draining.

Terminations at the top of the wall — under soffits, at frieze boards, at parapets and at cladding-to-cladding transitions — need the barrier lapped correctly and the vent path preserved. A ventilated cavity blocked at the soffit still drains, but it stops drying, and drying capacity is what carries a wall through a wet season without accumulating.

Channel disappears around openings faster than any other accessory on the truck, and having the run in hand before the accessory order goes in is what stops somebody cutting a weep short to reach the last window.

SettingsSettings for this calculation
Who is doing the work?

Waste is set to 8% by hand. Pick a tier above to replace it, or keep your own figure.

The combined run length of every edge that needs J-channel.

Extra material to allow for cut waste at corners and miters.

J-channel needed

124.2 ft

High confidence

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.

115 ft
Schematic, drawn to the proportions you entered — not to scale on screen.

What this calculation does not cover

  • A run length is not a piece count. J-channel is sold in fixed sticks — commonly 3.7 m (12 ft) — so a head over a 1.5 m window is one stick with most of it in the offcut bin, not 1.5 m of stock. Count the sticks each opening actually consumes; a percentage on a total run covers that waste on paper and not on the truck.
  • Taken off bare opening sizes, the total falls short at every corner. The head piece runs past each jamb by the width of the channel so the side pieces tuck under it, and its ends are usually cut with a tab folded down into the side channel to shed water — call it 100 mm (4 in) per opening, times every opening on the elevation.
  • J-channel is trim, not flashing. It hides a cut edge and it does not drain; water that gets behind the siding runs down the back of it. The head flashing over each opening, and the lap of the weather barrier over that flashing, are separate materials nowhere in this figure, and they are what keeps the wall dry.

Proving the plane before the scaffold comes down

Before the scaffold comes down, prove it. Hose testing works bottom-up: wet the lowest detail, watch the interior side and the drainage exits, then move up. Testing top-down tells you only that water gets in somewhere. ASTM E331 Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference is the laboratory version of the same question, and field variants of it exist where the contract calls for one.

Photograph flashings before covering them. Every sill pan, every kickout, every head flap, dated, with an elevation reference. When a stain shows up in year three, that photo set is the difference between a diagnostic conversation and a demolition. It also settles the argument about whose trade left the lap reversed.

Watch the handoffs. Electricians, HVAC and low-voltage all put holes through finished walls, and they will do it with a hole saw and a tube of sealant unless somebody hands them a flashing block and a sequence. The plane stays continuous only if every trade that punches through it repairs it the way you built it.

Take-off, outward from the sheathing

Quantify the wall the way you build it — cladding face area first to fix the elevations and the exposure, then the barrier and accessories that go on behind it.

  • Cladding face area by elevation — Deduct openings only where they are large enough to matter; keep the course layout and exposure with the take-off.
  • Barrier rolls including laps — Label coverage is flat area — horizontal and vertical laps plus opening flaps consume it before the wall does.
  • Cap fasteners and seam tape — Tape length tracks total seam run, not wall area; add the rough-opening perimeters.
  • Furring and its fasteners — Furring linear feet follow stud spacing; cladding fastener length has to grow by the furring thickness.
  • Flashings at every interruption — Sill pans, head flashings, kickouts, band joist and base terminations — count them off the elevations, not from memory.
  • Starter, trim and weep accessories — Set from a struck level line; confirm every trough has a discharge before ordering sealant.
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Drawn from

  • International Residential Code, Section R703 Exterior Covering
  • International Building Code, Chapter 14 Exterior Walls
  • ASTM E2112 Standard Practice for Installation of Exterior Windows, Doors and Skylights
  • ASTM E2357 Standard Test Method for Determining Air Leakage Rate of Air Barrier Assemblies
  • ASTM E331 Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference
  • ASTM C1063 Standard Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster
  • ASTM C920 Standard Specification for Elastomeric Joint Sealants
  • ASTM D3679 Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Siding
  • ASTM C1186 Standard Specification for Flat Fiber-Cement Sheets
  • AAMA 711 Voluntary Specification for Self Adhering Flashing Used for Installation of Exterior Wall Fenestration Products
  • ANSI/ASHRAE Standard 160 Criteria for Moisture-Control Design Analysis in Buildings
  • OSHA construction standard for respirable crystalline silica, 29 CFR 1926.1153

Guidance, not a specification. Local codes, the engineer of record and the product manufacturer’s instructions govern where they differ from anything written here.