*Designed to resist lateral and uplift loads from hurricane wind forces.
*Provides a custom connection for trusses or rafters.
*Attached beam seat eliminates treated sill or moisture barrier installation.
*Allows a 4"minimum embedment in concrete.
*Minimum compressive strength of concrete is 2,500 PSI.
*14 gauge galvanized steel and 20 gauge seats.
Total No.
of Fasteners
in 20 GA. Seat
10d x 1 1/2"
Allowable Loads (lbs.)
Uplift
Uplift
L1
L2
10
6
1506
1766
1050
1450
12
6
1695
1987
1181
1631
14
6
1883
2208
1312
1812
16
6
2071
2429
1444
1994
18
6
2259
2649
1575
2175
This table is based on Miami-Dade Approval NOA # 08-0325.02
and Florida Approval 599R4.
Notes:
1. Nails are neccessary in straps and seat to achieve, desing 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.
