The Recommended Spacing Is 16 Inches on Center
Dense tropical hardwood decking milled to 5/4 thickness should bear on joists spaced no more than 16 inches on center, and 12 inches on center whenever the boards run diagonally or the decking is thinner than a full inch. That answer holds across the family. Ipe, Cumaru, Massaranduba, Jatoba, Red Balau and Garapa all want the same framing rhythm.
The number surprises people. A 5/4 Ipe board is stiff enough to bridge 24 inches and carry a heavy adult without visible deflection, and crews have proven that on job sites for thirty years. Strength is not the constraint. Dimensional movement is.
J. Gibson McIlvain mills Ipe and Cumaru decking in a vast inventory across all standard and custom dimensions and ships it nationwide, including regular loads to California. Most of the callbacks we hear about on a tropical deck trace back to framing, not to the boards themselves. That is why this question deserves a real answer instead of a rule of thumb.
Density Does Not Buy You Wider Joist Spacing
The joists on a tropical hardwood deck are there to restrain cupping and twist, not merely to hold the boards up. Once you understand that, 16 inches stops looking conservative and starts looking like the minimum defensible spec.
Ipe measures roughly 3,680 lbf on the Janka scale at a density near 1,050 kg per cubic meter. Cumaru sits close behind at about 3,540 lbf and 1,070 kg per cubic meter. Janka measures surface hardness rather than stiffness, but the density sitting behind those numbers is what generates enormous internal force when the wood changes moisture content. A Western Red Cedar board, whether clear vertical grain (CVG) or knotty STK, moves gently enough that a screw will hold it flat. An Ipe board that wants to cup will lift the fastener, crush the joist fiber under the washer, or split around the screw shank. It does not negotiate.
Every bearing point you add is a restraint point. At 16 inches on center a 12 foot board touches ten joists. At 24 inches it touches seven, and the unsupported cantilever between restraints grows by half. Cross-grain shrinkage in these species runs high enough that the difference is visible within two seasons. The USDA Forest Products Laboratory Wood Handbook documents the tangential and radial shrinkage behavior that drives this, and tropical hardwoods are not gentle performers in that column.
Cumaru is the more dimensionally active of the two headline species. It moves more than Ipe with seasonal humidity swings, which means tight spacing matters more, not less, when a client picks Cumaru to save money against Ipe.
Board Thickness Sets the Spacing, Not Species
Thickness is the single variable that changes the answer, and the industry uses three tiers. Nominal 1x material at 3/4 inch actual, 5/4 material at 1 inch actual, and 2x material at 1-1/2 inches actual each want a different framing layout.
At 3/4 inch, hold 12 inches on center across the whole field, including anything that will see furniture, planters, crowds or a diagonal run. Thin tropical boards telegraph joist locations badly when they cup, and a 3/4 inch board has almost no reserve section left once a hidden fastener groove is machined into both edges.
At 5/4, which is what most commercial tropical decking specifications call for, 16 inches on center is the standard. This is the workhorse. A 5/4x6 board covers about 2.1 linear feet for every square foot of deck, which is the figure to use when you convert a takeoff into linear footage.
At 2x, the boards will carry 24 inches on center structurally, and plenty of dock and boardwalk designs do exactly that. The tradeoff is weight and the same movement restraint problem in a heavier package. Public boardwalk work under repeated wheel loads generally comes back to 16 inches anyway.
What the Species Numbers Mean for Framing
Hardness ranks the species, density predicts the dead load, and durability class predicts the service life, but none of the three moves the joist spacing off 16 inches for 5/4 material. The table below is the reference our sales desk works from.
| Species | Janka (lbf) | Density (kg/m3) | EN 350 Durability | Approx. dead load, 5/4 (psf) | Max joist spacing, 5/4 |
|---|---|---|---|---|---|
| Ipe | ~3,680 | ~1,050 | Class 1 | ~5.5 | 16 in. o.c. |
| Cumaru | ~3,540 | ~1,070 | Class 1 to 2 | ~5.6 | 16 in. o.c. |
| Massaranduba | ~3,190 | ~1,150 | Class 1 to 2 | ~6.0 | 16 in. o.c. |
| Jatoba | ~2,690 | ~910 | Class 3 | ~4.7 | 16 in. o.c. |
| Red Balau | ~1,700 to 2,000 | ~880 | Class 2 | ~4.6 | 16 in. o.c. |
| Garapa | ~1,700 | ~830 | Class 3 | ~4.3 | 16 in. o.c. |
| Teak | ~1,070 | ~660 | Class 1 to 2 | ~3.4 | 16 in. o.c. |
Notice what the table does not do. It does not reward Ipe with wider spacing for being the hardest, and it does not punish Garapa for being the softest. The framing layout is set by movement and fastener holding, and every one of these species is dense enough to punish a fastener that fights it.
Ipe carries an ASTM E84 Class A fire rating, meaning a flame-spread index of 25 or less under the ASTM E84 test method. Jatoba does as well. That matters for elevated commercial decks and rooftop assemblies, so confirm the requirement with the authority having jurisdiction early, since a fire rating can drive the framing material selection before it ever reaches the decking.
Tropical Decking Is Heavy, and the Framing Has to Know
A 5/4 Ipe or Cumaru deck imposes roughly 5.5 to 6 pounds per square foot of dead load, against roughly 2 pounds per square foot for Western Red Cedar in either CVG or STK grade. Nearly three times the dead load of the walking surface is not a rounding error on a long span or a rooftop.
Residential deck framing is usually designed for 40 psf live plus 10 psf dead. Swap Western Red Cedar in CVG or STK for Massaranduba and you have consumed more than half of that dead load allowance with the decking alone, before railings, before the joists themselves, before a hot tub anyone forgot to mention. Commercial and assembly occupancies carry much higher live loads under the International Building Code, published by the International Code Council, and the structural engineer will work the load tables out of whichever edition the project has adopted.
For residential wood-framed decks, the American Wood Council DCA 6 prescriptive deck guide is the document most inspectors know by heart. Read it carefully. Its joist span tables assume normal decking weight, so a tropical hardwood deck at the outer edge of a DCA 6 span table deserves a second look rather than an assumption.
Reducing joist spacing from 24 inches to 16 inches adds restraint points for the decking, which is the part of the assembly we can speak to directly. Whether the tighter layout also changes what the joists themselves can span under the heavier load is a determination for the project's structural engineer, working from the code adopted for the job.
Diagonal Layouts Need 12 Inches on Center
Running boards at 45 degrees multiplies the effective span by 1.414, so 16 inch framing becomes a 22.6 inch span the moment the design turns diagonal. That is past the limit. Drop to 12 inches on center under any diagonal field.
The math is unforgiving and it catches good crews. A designer draws a herringbone or a 45 degree field late in the process, the framing is already stamped at 16 inches, and nobody recalculates. The deck goes in, looks correct, and starts cupping between bearing points in year two.
Picture frame borders create the same trap in a different shape. A perimeter board runs perpendicular to the field boards, which means it needs its own continuous support along its length, not the incidental joist ends it happens to land on. Add a rim joist or continuous blocking under every picture frame member. Mitered corners in a picture frame need blocking under the miter itself, since that joint will open first if it can move.
Stair treads deserve their own note. Support the nosing. A tropical tread that overhangs its carriage without support at the front edge will curl toward the nose, and no fastener schedule fixes it after the fact.
Butt Joints, Blocking and the Details That Fail First
Every butt joint in tropical decking needs two full bearing surfaces, which means a doubled joist or dedicated blocking, never two board ends sharing one 1-1/2 inch joist face. Half an inch of bearing per board end is not enough for a material this dense and this active.
Double the joist at every butt joint line, or install blocking scabbed to the side of the joist to create a wide landing. Both board ends then get a full bearing width and a fastener placed far enough from the end grain to survive. Predrill every end fastener. Ipe splits when a screw is driven cold into end grain, and it splits along the length of the board, not just at the hole.
Blocking between joists at midspan is cheap insurance on any deck with 2x8 framing or deeper. It stops joist rotation, which is a real source of the wavy surface people blame on the decking.
Joist tape belongs on the top of every joist. A butyl or acrylic flashing tape over the joist face keeps water out of the fastener penetration and adds years to a treated joist. The tape acts as a capillary break, the same drainage plane logic used in wall assemblies, and Building Science Corporation is the general reference most builders know for that body of work.
Leave the deck ventilated. Air has to move under the boards or both faces will not reach the same equilibrium moisture content, and the board will cup toward the dry side. The minimum clearance under the framing comes from the code adopted for the project and from the site conditions rather than from a decking rule of thumb, and 18 inches of clear space is what you want whenever the site allows it. Skirting a tropical deck tight to grade is a reliable way to cup it.
Roof Decks, Sleepers and Pedestals Follow the Same Rule
Pedestal and sleeper systems under tropical decking follow the same 16 inch on center limit as conventional joists, measured between bearing surfaces rather than between framing members. The material does not care what the support is made of. It cares how far apart the supports are.
On a pedestal system, that means a pedestal grid at 16 inches in the direction perpendicular to the boards, or a sleeper rail on top of the pedestals to create continuous 16 inch bearing. Aluminum sleeper systems are common on commercial roof decks and they work well with dense hardwood, but confirm the manufacturer's span rating against the real dead load rather than a generic decking number.
Roof decks also change the fastener conversation. Hidden clip systems keep the surface clean and keep fasteners out of the standing water zone. Face-screwing works and lasts, but every penetration on a roof deck is a maintenance item somebody will eventually inspect.
"The spec sheet says the boards can span 24 inches, and technically they can. What the spec sheet does not tell you is that the deck will look different in three years. We frame at 16 for a reason, and when a job comes back to us with cupping, the first thing I ask for is the framing plan. It answers the question about eight times out of ten."
Norm Moton, Director of Sales, J. Gibson McIlvain
Fasteners and Profiles Interact With Spacing
Hidden fastener systems demand tighter framing tolerance than face screws, because a clip transmits restraint through a machined groove instead of through a screw head bearing on the board face. The groove is small. The forces are not.
Only a grooved profile works with a hidden clip. A square-edge board cannot accept one, and no clip system rescues a board edge that was never milled for it. Specify the clip family before the decking is milled so the groove matches the hardware, and get the groove cut on a moulder rather than routed on site.
Face-screwing is the more forgiving system and it remains the right call on high-traffic commercial work. Two screws per board per joist, predrilled and countersunk, plugged or left exposed by preference. Use 305 stainless inland and 316 stainless in any coastal or pool environment. Salt air destroys coated carbon steel fasteners in tropical hardwood faster than most specifiers expect, and the tannins in these species accelerate the corrosion.
Board gaps run about 3/16 inch for material delivered at 12 to 16 percent in-service moisture content, which is what properly kiln-dried tropical decking should arrive at. Deliver the material to the site early, sticker it, and let it acclimate. A board installed wet will shrink and open the gaps. A board installed bone dry in January will swell and close them.
Species selection is only part of the answer. The profile, the fastener metallurgy, the joist layout, the ventilation and the flashing details determine whether the deck looks right in a decade. There is no species that fixes bad framing.
Where Modified Woods Sit in This Conversation
Thermally modified and acetylated decking is lighter and more dimensionally stable than tropical hardwood, and it still wants 16 inch on center framing in most residential profiles. The reasons differ, and the limits are worth knowing before a substitution gets proposed.
Thermory and Abodo Vulcan thermally modified products, along with Accoya acetylated wood, move far less seasonally than Ipe or Cumaru. That reduces the cupping argument. It does not eliminate the deflection argument, and thermal modification reduces bending strength relative to the unmodified species, so tighter framing is often the safer read rather than looser.
Length is the practical constraint. Modification kilns cap out around 16 feet, and most modified stock arrives on metric lengths just under 16 feet. Long uninterrupted runs remain the domain of natural tropical hardwoods. Modified products also carry manufacturer warranties, which is something solid unmodified lumber cannot offer, since wood is an organic material with natural variation.
Certification questions come up on nearly every commercial job. FSC chain of custody is available on tropical decking, and when a project calls for a CITES-listed species, documentation of legal harvest and chain of custody is required before the material can ship. The CITES species database is the reference to check against at the specification stage rather than at the port.
How J. Gibson McIlvain Would Specify This
Write the framing requirement into the decking section of the specification, not just the framing section, and make it a condition of the material conversation before the first board ships. Here is the language and the logic we would put in front of an architect or a general contractor.
Specify joists at 16 inches on center maximum for all 5/4 tropical hardwood decking laid perpendicular to framing. Specify 12 inches on center for any diagonal or herringbone field, for any 3/4 inch nominal material, and for stair treads. Require doubled joists or full-width blocking at every butt joint line. Require continuous support under all picture frame and border members, including under mitered corners.
Specify the fastener metal by environment. 305 stainless inland, 316 stainless within the salt zone or around chlorinated water. Require predrilling for all face-screw applications and all end-grain fastening. If a hidden clip system is used, name the clip family in the submittal so the groove is milled to match.
Specify delivery at 12 to 16 percent moisture content and require on-site acclimation with stickers and airflow. Specify a 3/16 inch nominal gap. Require joist tape over all framing tops and a minimum clear ventilation space under the deck, with 18 inches as the target where site conditions permit.
Confirm the fire rating requirement early on elevated and rooftop assemblies. Ipe and Jatoba both meet ASTM E84 Class A, and WoodWorks technical resources are a useful starting point for the assembly-level questions that follow. For species data at the specification stage, the Wood Database entry for Ipe and its Cumaru entry are reliable references for shrinkage and mechanical values.
J. Gibson McIlvain stocks Ipe decking in every standard and custom dimension, mills to the clip system named on the submittal, and ships nationwide to commercial and contractor-volume jobs. Send a framing plan with the takeoff. Our sales desk reads them, and the questions we ask about joist spacing are cheaper to answer before the container is released than after the deck is down. Review the Ipe decking line or call 800-638-9100 to get a quote and a real conversation about the framing behind it.
Frequently Asked Questions
Can 5/4 Ipe decking span 24 inches between joists?
Structurally, yes. A 5/4 Ipe board will carry code-level residential live load across 24 inches without failing or deflecting noticeably. The reason not to do it has nothing to do with strength. Joists restrain the board against cupping and twist, and Ipe generates enormous force when it changes moisture content. At 24 inches on center you have removed a third of your restraint points, and the cupping shows up within two seasons. Hold 16 inches on center for 5/4 material.
Why does diagonal decking need 12 inch joist spacing?
A board running at 45 degrees to the joists crosses a longer distance between bearing points. The effective span equals the joist spacing multiplied by 1.414, so a 16 inch layout becomes a 22.6 inch effective span and a 12 inch layout becomes 17 inches. Twelve inches on center is the correct call under any diagonal or herringbone field. This is one of the most common misses on tropical decking projects, since the diagonal pattern is frequently added after the framing has been designed.
Does Cumaru need different joist spacing than Ipe?
The spacing is the same at 16 inches on center for 5/4 material, but the reasoning is stronger for Cumaru. Cumaru is more dimensionally active than Ipe and moves more with seasonal humidity swings, so it benefits more from close restraint. Cumaru measures about 3,540 lbf on the Janka scale at roughly 1,070 kg per cubic meter, which puts it right alongside Ipe in density and dead load.
How much does tropical hardwood decking add to the framing dead load?
Roughly 5.5 to 6 pounds per square foot for 5/4 Ipe, Cumaru or Massaranduba, compared with roughly 2 pounds per square foot for Western Red Cedar in either CVG or STK grade. On a residential deck designed to 40 psf live plus 10 psf dead, the decking alone consumes over half the dead load allowance. That is worth flagging to the structural engineer, especially on longer joist spans or where prescriptive span tables were used without adjustment.
What do I do at butt joints in an Ipe or Cumaru deck?
Double the joist or add blocking so each board end gets a full bearing surface. Two board ends sharing one 1-1/2 inch joist face leaves about half an inch of bearing per end, which is not enough in a material this dense. Predrill every end fastener as well. Ipe driven cold in end grain will split along the length of the board, not just at the hole.
Does joist spacing change on a rooftop pedestal system?
No. The 16 inch on center limit applies to the distance between bearing surfaces, regardless of whether the support is a wood joist, an aluminum sleeper or a pedestal head. Set the pedestal grid at 16 inches in the direction perpendicular to the boards, or run a sleeper rail across the pedestals to create continuous bearing. Confirm the sleeper manufacturer's span rating against the real dead load of tropical hardwood rather than a generic decking figure.
Do hidden fasteners change the joist spacing requirement?
The spacing stays at 16 inches, but the tolerance tightens. A clip transmits restraint through a small machined groove instead of through a screw head bearing on the board face, so any framing irregularity shows up in the surface. Only a grooved profile works with a hidden clip system, and the groove should be milled on a moulder to match the specific clip family named in the submittal rather than routed on site.
Should the joists be taped, and does that affect spacing?
Tape every joist top with a butyl or acrylic flashing tape. It does not change the spacing, but it does protect the framing at every fastener penetration, and tighter spacing means more penetrations. Combine the tape with real ventilation under the deck, since air movement on both faces of the board is what keeps the moisture content even and the boards flat.
Sources and Standards Referenced
- USDA Forest Products Laboratory, Wood Handbook: Wood as an Engineering Material (GTR-190)
- American Wood Council, DCA 6 Prescriptive Residential Wood Deck Construction Guide
- ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials
- International Code Council
- The Wood Database: Ipe
- The Wood Database: Cumaru
- Building Science Corporation
- WoodWorks Technical Resources
- FSC International
- CITES Species Database