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NOTES:
1.
Allowable clear span applicable to simple and multiple span
residential floor construction with a design dead load of
10 psf and live load of 40 psf. The live load deflection is
limited to span/480.
2. Spans
are based on a composite floor with glue-nailed sheathing
meeting the requirements for APA Rated Sheathing, or APA Rated
STURD-I-FLOOR conforming to PRP 108, PS 1 or PS 2 with a minimum
thickness of 19/32 inch (40/20 or 20 oc) for a joist spacing
of 19.2" or less, or 23/32" (48/24 or 24 oc) for a joist spacing
of 24". Adhesive shall meet APA spec AFG 01 or ASTM D3498.
Spans shall be reduced 1 foot when floor sheathing nailed
only.
3. Minimum
bearing length shall be 1-3/4" for end bearings and 3-1/2"
for the intermediate bearings.
4. Bearing
Stiffeners are not required when I-Joists are used with the
spans and spacings given in this table except as required
for hangers.
5. This
span chart is based on uniform loads.
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