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Notes:
1. Nails are necessary in straps and seat to activate design loads.
2. See general notes, for combined loading.
3. Nails through chords shall not force the truss plates.
4. See general notes.
5. For higher uplift loads, concrete shall be 3000 psi.
6. Based on min. 2500 psi concrete
7. This table is based on Miami Dade County NOA #09-0721.05 and Florida Approval 2047-R3
*8. Not a stock item, call for availability.
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