HomeMy WebLinkAboutMiscellaneous - Exception (534)January 21, 2000 I T -BRACE DETAIL I ST - T -BRACE
Nailing Pattern
T -Brace size Nail Size Nail Spacing
1x4 or 6 10d 8" O.C.
2x4, 6, or 8 16d 8" o.c.
Note: Nail along entire length of T -Brace
(On Two -Ply's Nail to Both Plies)
WEB
Nails
/ SPACING
Section Deo *x119?f?
T -Brace, A�Z
\ Web awe C�F3L�
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T -Brace must be same sp
MiTek Industries, Inc. Chesterfield, M0.
Note.: T -Bracing to be used when continuous
lateral bracing is impractical. T -brace
must cover 90% of web length.
T -Brace Size
for One -Ply Truss
Specified Continuous
Rows of Lateral Bracing
`�OCHIBdT SUBSTITUTION NOT APLICABLE.
.,s°��r 1 �1i (•'? � mss•°=,..
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� F,
STEPHEN W. CABLER
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T -Brace Size
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to- : 4597...
for Two -Ply Truss
_
�Fa'����A�,��°°
151,j/I�j���jt�l��
Specified Continuous
r
Rows of Lateral Bracing
`"' g1Ra3QD%,SUBSTITUTION NOT APLICABLE.
.,s°��r 1 �1i (•'? � mss•°=,..
` � 1•?, :fy r
STEPHEN W. CABLER
_; d
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n�. • ,;�.Q-
to- : 4597...
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ecies qrade (or better) as web member. N PROFESSIONAL ENGIM
A r t V sign parameters and READ NOTES ON rays AND RLVrJM SME BEPORL usa.
Deslgn v I use -only weh MITek connectors. This deslgn Is based only upon parameters shown, and Is for an lndWuol building component 1;'b.6
Installed and loaded vertically. Applicability of design patomelers and proper Inoorporatlon of component Is iesponstbllltty of bulding designer - not truss
designer. eracing shown Is for lateral support of Individual web members only. Addelanal temporary bracing to Insure stabllty during construction Is the
responsiblBty of the erecta. AddBlanal permanent biackq of the ovefal structure Is the iesponsIblIty of the building deslgnef. Fat general guidance
regaidlng fobilcatlon, quality control, storage, delvery, efectbn and bracing, consult OST -88 Quality Standard, DSII -89 tracing SpecMlcotlon, and HIB -91
Hondling Installing and Bracing Recommendatlon avolm able froTruss Plate InstBute, 583 D'Onof to Drive, Madison. WI 53719.. - M iTe k