G1
NON-LOAD BEARING PARTITION WALL PERPENDICULAR AND SUPPORTED BY I-JOISTS
G2
NON-LOAD BEARING PARTITION WALL PARALLEL-SUPPORTED BY I-JOISTS
G3
CONNECTION DETAILS
G4
ADDITIONAL CAPACITY NAILING (required due to uplift)
G5
FINNJOIST TO FINNJOIST (double I-Joists)
G5b
2 PLY METAL FASTENER
G5c
MJC CLIP (double I-Joists)
G6
FINNJOIST TO FINNJOIST JUNCTION
G7
WEB STIFFENER CONNECTION
M1a
CAVITY WALL (Joists built in)
M1b
CAVITY WALL (Finnseal)
M1c
CAVITY WALL (Plastic sleeve)
M1d
CAVITY WALL (End sleeve)
M1e
CAVITY WALL (End sleeve)
M2a
RESTRAINT STRAP (I-Joist parallel to wall)
M2b
RESTRAINT STRAP (I-Joist parallel to wall)
M3
MASONRY HANGER
M3b
RESTRAINT ANGLE HANGER
M4a
TWISTED RESTRAINT STRAP
M4b
HI-LOAD, PFS OR SIMILAR STRAP
M5a
INTERNAL WALL (no masonry wall above)
M5b
INTERNAL WALL (I-Joists ending on wall, no masonry wall above)
M5c
INTERNAL WALL (I-Joists ending on wall, no masonry wall above)
M6
INTERNAL WALL (masonry wall above)
M7a
STEEL BEAM (I-Joist hanger/blocking to suit design)
M7b
STEEL BEAM (masonry above)
TF1a
KERTO-Q RIMBEAM PERPENDICULAR TO JOISTS
TF1b
KERTO-Q RIMBEAM PERPENDICULAR TO JOISTS
TF2a
KERTO-Q RIMBEAM PARALLEL TO JOISTS
TF2b
KERTO-Q RIMBEAM PARALLEL TO JOISTS
TF3
CANTILEVERED JOIST CONDITION
TF4a
TIMBER LOAD BEARING INTERNAL WALL ABOVE
TF4b
TIMBER LOAD BEARING INTERNAL WALL ABOVE
TF4c
TIMBER LOAD BEARING INTERNAL WALL ABOVE
TF5
COMPRESSION BLOCK
TF6
PARTY WALLS
TF7
DISPROPORTIONATE COLLAPSE
TF8
TYPICAL FINNJOIST TO SUPPORT NAILING
