HomeMy WebLinkAboutTruss planI
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T10
T9
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T7
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1 have reviewed this truss layout and I find the structure
vAll adequately support the loads superimposed on it by
the truss' system. For truss member bradrtg see the
individual truss engineering sheep, For additional required
Permanent bracing see the structural permit plans.
❑ REVISE AND RYRORMII
O APPROVED AS NOTED
Coaotioos or cansai saw nude on, dw igp drawings
dalmg this rnriew de not redo!'!" sahpmssalin or Isom
complfsrsoe with roquirerwnts of the drawings and
spscillcadom. This chock is only for review of general
conforrmaimm with the derign concept of the �_jws and
graenel comphanoe wiMt the information givem in ,.he
wnuart doatsartaw. The .subcontractor is mtpmsible for
confirming and winetki g all quantities snd ditmnrsioni;
resetting hbrication processes and tachniques oI
co muctiort; 000rdinting his work at of all trades:
IWAVdIonvingjuis work in a sayif�eoapLeAm e,
�CENs�,\�L��
i
/ P
EE 76051
t , SI T �OF 3 1 1-
HURRICANE METAL STRAP
ANCHOR EACH TRUSS (BY BLDR)
(GAN I ILEVER)
TYPICAL OVERHANG DETAIL
TYPICAL CORNER SET DETAIL
Trusses ahawn on this layout are a c
and show truss location. Proper
permanent bracing design are the r
designer or his engineer , Lateral bri
truss drawings must be placed dun
E:\Lennar\11eadowood\2802\hladal 2802-A Lot 195.dwg