HomeMy WebLinkAboutB17-0404 000-000-000A
AUGUST 1, 2016
L -BRACE DETAIL
M11 - L -BRACE
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MiTek USA, Inc.
A Mrrek Affiliate
Nailing Pattern
L -Brace size Nail Size Nail Spacing
1x4 or 6 1 Od (0. 131 " X 3") 8" o.c.
2x4, 6, or 8 16d (0.131" X 3.5") 8" o.c.
FNote: Nail along entire length of L -Brace
(On Two -Ply's Nail to Both Plies)
WE
Nails
MiTek USA, Inc. Page 1 of 1
December 21,2016
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Design valid for use only with MiTek4D connectors. This design is based only upon parameters shown, and Is for an individual building ccrnponent, not
a tru y tem. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
sss MiTek'
building d:sIgn. Bracing indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSLITIP111 Quality Criteria. DSB-89 and BCSI Building Component 250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. AW..ndria, VA 22314. Corona. CA 92880
Note: L -Bracing to be used when continuous
lateral bracing is impractical.
L -brace
must cover 90% of web length.
L -Brace Size
for One -Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size
1 2
2x3 or 2A
1x4'
2x6
1x6
M
M
DIRECT SUBSTITUTION
NOT APLICABLE.
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1;5) RIQ
0
S6332
LU M
cc XP. 6/30/2018 X
L -Brace Size
for Two-Ply:rru.ss
FCAL\�'
Specified Continuous
Rows of Lateral Bracing
Web Size
1 2
2x3 or 2x4
2x4 —
2x6
2x6
2x8
M
DIRECT SUBSTITUTION NOT APLICABLE.
December 21,2016
gwwa sn gs w;m "a I; " Dwd%A ekr�h a# waai, m*b, mwi� arPA G E M 11- 74 7 3 10/0 17 0 15 B EFO R E U S E.
Design valid for use only with MiTek4D connectors. This design is based only upon parameters shown, and Is for an individual building ccrnponent, not
a tru y tem. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
sss MiTek'
building d:sIgn. Bracing indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSLITIP111 Quality Criteria. DSB-89 and BCSI Building Component 250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. AW..ndria, VA 22314. Corona. CA 92880