Building Code Requirements
Handrail construction must comply with IBC and IRC standards. 87% of inspection failures result from height or load capacity violations.
Calculate handrail length, angle, height, bracket spacing, and material requirements with building code compliance.
Enter stair specifications to calculate handrail dimensions, angles, and material requirements.
Handrail construction must comply with IBC and IRC standards. 87% of inspection failures result from height or load capacity violations.
| Building Type | Height | Load Capacity | Both Sides Required | Baluster Spacing |
|---|---|---|---|---|
| Residential (IRC) | 34-38 in (36 in typical) | 200 lbs concentrated | Stairs ≥44 in wide | 4 in |
| Commercial (IBC) | 34-38 in rail / 42 in guard | 50 lbs/LF + 200 lbs | All stairs | 4 in |
| Industrial | 42-45 in | 300 lbs concentrated | All stairs | 3.5 in |
| Outdoor/Deck | 36 in minimum | 200 lbs + wind load | Stairs >30 in high | 4 in |
| ADA Accessible | 34-38 in | 250 lbs minimum | Both sides required | 4 in |
Accurate length depends on stair angle, rise/run ratio, and extensions.
L = sqrt(Rise² + Run²) + Top Extension + Bottom Extension | Stair Type | Ideal Angle | Rise/Step | Run/Step | Comfort |
|---|---|---|---|---|
| Residential Main | 32-34° | 7-7.5 in | 10-11 in | Excellent |
| Commercial Public | 30-32° | 6.5-7 in | 11-12 in | Very Good |
| Basement/Utility | 35-40° | 7.5-8 in | 9-10 in | Good |
| Attic Access | 40-50° | 8-9 in | 8-9 in | Acceptable |
| Ship Ladder | 50-70° | 9-12 in | 6-8 in | Difficult |
Vertical distance from finished floor at bottom to finished floor at top. Used with total run to calculate stair angle and handrail length.
Horizontal distance from first riser face to last riser face. Number of treads times tread depth. Does not include nosing overhang.
Handrail cross-section allowing full hand closure. Round: 1.25-2 in diameter. Perimeter: 4-6.25 in. Required by IRC R311.7.8.5 and IBC 1014.3.
Handrail: graspable rail at 34-38 in for stair users. Guardrail: barrier at 42+ in to prevent falls from elevated surfaces. Commercial stairs may require both.
Horizontal continuation of handrail beyond top and bottom risers. Code requires minimum 12 in at both ends to prevent falls at landings.
Residential (IRC): 34-38 in from nosing, 36 in typical. Commercial (IBC): 34-38 in handrail + 42 in guardrail. Industrial: 42-45 in. ADA: 34-38 in. Always measure from nosing, not tread.
sqrt(Rise² + Run²) + extensions. Example: 108 in rise, 147 in run = sqrt(108² + 147²) = 182.3 in, plus 12 + 12 in extensions = 206.3 in total. Order 18 ft stock.
Wood: 8 ft max, 6 ft preferred. Metal: 6 ft max. Always bracket within 12 in of joints, returns, and direction changes. Secure to studs — drywall anchors fail code loads.
Commercial requires both sides on all stairs, 42 in guardrail height, 50 lbs/LF distributed load, and typically engineer-stamped drawings. Residential: one side if under 44 in wide.
Round: 1.25-2 in diameter (1.5-1.75 in optimal). Perimeter: 4-6.25 in. Full hand must close around rail. 2x4 lumber, flat cap rails, and profiles over 2.25 in wide all fail.
Residential 44+ in wide: both sides. Residential under 44 in: one side. Commercial: all stairs both sides. ADA: both sides. Best practice: install both when space allows — 56% safety improvement.