Truss Member Cuts and Holes Require Design Approval
Truss members and components should not be cut, drilled, notched, spliced, or otherwise altered unless the modification is permitted by the applicable code and approved in writing by the responsible registered design professional or truss designer.
More key points
- A field conflict with duct, pipe, or conduit is a coordination issue—not permission to remove structural material.
On this page13 sections
- Why a small opening can matter
- Get approval before the modification
- Resolve the conflict through coordinated documents
- Do not confuse factory openings with field cuts
- The general contractor's responsibility
- Why field cuts can compromise the whole truss
- Stop, identify, and document the condition
- Get an engineered repair and inspect it against the detail
- Coordinate services before the truss package is installed
- Common mistakes and closeout records
- Example: a duct conflicts with a web
- Keep temporary conditions controlled
- Key takeaway
A duct or pipe route can collide with a truss web or chord. Cutting the member to make the trade fit can weaken the load path and create a failure that is difficult to see after finishes are installed. Treat the conflict as a design change, not a field adjustment.
Why a small opening can matter
A truss carries loads through a designed arrangement of chords, webs, plates, and connections. Cutting or drilling one element changes how forces flow through the assembly. The effect depends on the exact member, location, loading, span, and connection; a worker cannot determine safety from the size of the hole alone.
Get approval before the modification
The model code language for trusses prohibits cutting, drilling, notching, splicing, or otherwise altering truss members and components without written concurrence and approval from a registered design professional. Some code provisions distinguish a registered design professional from the truss designer; follow the adopted code, approved construction documents, and manufacturer’s requirements for the specific truss.
Resolve the conflict through coordinated documents
- Stop work at the conflict and protect the truss from unapproved alteration.
- Record the member location and the mechanical, electrical, or plumbing clearance needed.
- Submit the condition to the architect, engineer of record, or truss designer through the project RFI process.
- Obtain written repair or rerouting details that address loads, connections, materials, and inspection.
- Install only the approved detail and retain the approval with closeout records.
Do not confuse factory openings with field cuts
Some trusses are designed with openings, and some engineered components have manufacturer-approved cutting zones. Those are part of the original design or a documented repair detail. They do not authorize a contractor to create a new opening in the field. Check the truss drawings and the specific manufacturer instructions.
The general contractor's responsibility
The GC coordinates trades and protects the approved structure. If the ceiling route does not fit, revise the route or obtain an engineered detail. Do not tell a trade to cut first and ask for approval later; approval after an undocumented alteration may require investigation, repair, and inspection.
Why field cuts can compromise the whole truss
A truss is an engineered assembly in which chords, webs, connector plates, bearings, and bracing work together to carry loads. A cut, hole, notch, added load, or shifted bearing can alter the force path even when the member appears lightly stressed. Damage may also occur during lifting, storage, or installation. Do not treat a truss like conventional framing that can be modified using a generic hole chart. The truss design drawings and component manufacturer’s repair or modification instructions govern the specific configuration.
Stop, identify, and document the condition
When a truss is damaged or conflicts with a duct, pipe, or other service, stop work in the affected area and prevent additional loading or disturbance. Identify the truss mark, location, span, orientation, bearing points, member affected, connector plate condition, and proposed service conflict. Photograph both sides where accessible and record measurements. Keep temporary support in place only as directed by a qualified design professional; an improvised brace may shift load into another member. Notify the contractor and responsible designer promptly so the repair can be evaluated before concealment.
Get an engineered repair and inspect it against the detail
A repair should be prepared or approved by the truss designer, component manufacturer, or other qualified professional responsible under project requirements. The written detail should identify materials, lumber grade and dimensions, connector type, fastener size and spacing, plate or scab length, installation side, and temporary shoring sequence where applicable. A verbal statement that a small hole is acceptable is not an adequate construction record. Before covering, compare completed work with the approved repair and inspect for splitting, missed fasteners, wrong material, or an unaddressed adjacent member.
Coordinate services before the truss package is installed
Mechanical and plumbing routes should be coordinated with truss placement diagrams and permitted chase zones before fabrication or installation. Some truss designs include specified openings; others do not. Use only openings expressly shown or permitted in approved documentation. A duct that cannot fit may require a different route, designed opening, or revised truss design rather than field cutting. Check fireblocking, energy, structural, and access requirements as well as geometry. Preserve approved bearings and permanent bracing while trades work around the trusses.
Common mistakes and closeout records
Do not cut a diagonal web because it is in the way, assume mirrored trusses are interchangeable, move a bearing point, or add rooftop equipment without confirming design capacity. Do not accept a repair based solely on a similar truss elsewhere; loads and geometry vary. Retain original truss submittals, repair sketches, approvals, photographs, inspection sign-offs, and revised loading information with project records. The exam principle is straightforward: engineered truss changes require project-specific approval and documented repair instructions, followed by verification before the framing is loaded or concealed.
Example: a duct conflicts with a web
A rectangular duct conflicts with a diagonal web near the center of a roof truss. The crew should not cut the web or flatten the duct against it. Record the truss identity and duct dimensions, then ask the mechanical designer and truss designer to coordinate a route or approved modification. The final solution may shift the duct, use a different fitting, change the ceiling, or issue an engineered repair. Check that the change preserves fire protection, access, and required clearances as well as structural capacity.
Keep temporary conditions controlled
If a damaged truss is discovered after other framing depends on it, the designer may specify temporary shoring and a sequence for unloading and repair. Follow that sequence exactly; removing a brace too soon or adding a second brace in the wrong location can redistribute forces. Restrict access below if there is a safety concern, communicate the condition to site supervision, and document when shoring is installed and removed.
Key takeaway
Never treat a truss as a field-drillable framing member. Stop, document the conflict, and get written design approval before cutting, drilling, notching, or splicing.
Common questions
Can a small hole be drilled through a truss web for a pipe?
Do not assume so. Follow the truss design and adopted code; obtain written approval from the responsible design professional or truss designer before modifying it.
Does a contractor's verbal permission authorize a truss cut?
No. The cited model-code provision calls for written concurrence and approval from a registered design professional.