Floor Framing Overview
- Floor joists should overlap above intermediate supports a minimum of 12 inches and a maximum of 24 inches.
- Floor joists should have some type of anti-rotational device installed. In older homes, this was typically 1x4 X bracing installed approximately midspan. In newer homes it typically consists of blocks installed above supporting walls and girders
- Floor joists and girders should have a minimum of 1.5 inches of bearing on wood and steel and 3 inches of bearing on concrete or masonry.
- Beam pockets in concrete and masonry walls should have a minimum of ½ inch air space on the sides of girders.
- Bottom plates of walls should be anchored to the tops of foundation walls.
- Look for signs of leakage and decay beneath sliding glass exterior doors, toilets, tubs, and sinks on the floor above.
- Look for the use of minimum 10d hanger nails (not 8d).The number should be marked on the head.
- Look for cut or damaged floor joists.
- Look for improperly notched or bored floor joists.
Main Floor Structure
- Floor joists, sheathing and support structure:
- Design/material/installation quality;
- Damage, deterioration, decay;
- Look for decay beneath exterior door thresholds and plumbing fixtures.
- Metal connectors and their fasteners;
- Fasteners for almost all single metal connectors will be minimum 10d with the number marked on the nail head;
- Fasteners for almost all double and triple metal connectors will be minimum 16d vinyl-coated checker head nails;
- Simpson Strong-Tie page on fasteners for connectors.
- On wood or metal: 1.5 inches
- On masonry: 3 inches
ALLOWABLE NOTCHING and BORING
- Notches at the ends of joists cannot exceed 1/4 of the joist depth.
- Notches in top or bttm cannot exceed 1/6 the joist depth, and cannot be in middle 1/3 of joist
- Notches may not be located in middle 1/3 of span.
- Holes may not be located within 2" of the top or bottom and cannot exceed 1/3 the joist depth.
NON-BEARING PARTITION WALLS
- Cutting or notching up to 40% of stud width is permitted.
- Boring holes up to 60% of stud width is permitted (also for a single, doubled- [sistered-] stud assembly).
OTHER (INCLUDING BEARING) STUD WALLS
- Bored holes cannot be closer than 5/8" to the edge of a stud.
- Any stud may be cut to a maximum of 25% (1/4) of its width.
- In exterior and/or load-bearing walls, holes cannot be bored a diameter greater than 40% of stud width.
- Top plates cut, drilled, or notched by more than 50% of their width must have a galvanized steel tie installed across the break/opening measuring minimum .054" x 1.5", fastened with at least 8- 16d nails each side of the break/opening.
- Bored holes in studs must not be located in the same as cuts or notches.
- If a hole is 40% to 60% of stud width, the stud must be doubled (sistered). No more than two adjacent studs can be doubled.
Two common reasons for squash blocks are:
- To carry load-bearing walls that stack above walls (or beams)
- To carry concentrated loads from above through the floor