| JOIST LOAD TABLE GENERAL NOTES |
| 1. Web punchouts were not considered for shear or web crippling. |
| 2. Spans are based on continuous lateral support of the compression flange. |
| 3. For two equal spans, the listed span is the distance from either end support to the center support. Joists must be continuous over the center support. |
| 4. Web crippling capacity is based on a 3.5 inch bearing length at end and interior supports. |
| 5. Joists must be braced against rotation at all supports by track or blocking. |