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-.JOB: 14926 141926
RIGHT AND IT IS THE 'RESFONS%IBILITY OF -THE 13UILDINC DESIGNER AND TRUSS
-
THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABRICATOR
TOP CHORD
2X6
FIR -LARCH
*2 T� X -LOC L -R. A.29 7.32 '14...1979" 20.5727:.7
BOT CHORD
2X4;
FIR -LARCH
*1
µ ,_WEBS''
2•X4
FIR ---LARCH
STANDARD BC X7 --LOC L -P.._ :0.29 9.55 18.45 27. 71 _
CONNECTOR
PLATES
MUST BE.
INSTALLED IN ACCORDANCE WITH =
directly to top chord.
.REQUIREMENTS
OF
I.C.8.0,
RESEARCH REPORT #2949.
-
ALL. PLATES'ARE TO BE CENTERED ON THE JOINT, LEFT TO
RIGHT AND IT IS THE 'RESFONS%IBILITY OF -THE 13UILDINC DESIGNER AND TRUSS
TOP TO BOTTOM, EXCEPT WHEN .LOCATED BY CI_RCL'E OR DTM£NSION..
FABRICATOR TO :REVIEW
THIS DRAWING PRIOR TO CUTTI_N6 LUMBER TO
SEE. DRAWI`N9139-FOR-"PLATE LOCATIONS ON, TVP ICAL JOINTS.-
VERIFY THAT ALL-, DATA,
INCLUDING "DIMENSIONS AND i OADS.-, CONFORM
t;
TOT. Lb
TO THE ARCHITECTI3RAL
PLA..NSISPECIFICATIONS AND FABRICATOR'S
+
TRUSS'LAYOUT. _
Top chord -shall be laterally braced with properly connected purlins
spaced ata maximum of 24".:O.C., unless plywood sheathing is
attached
=
directly to top chord.
+ Bottom chord checked for- 10.PSF sive '.load,
-
-
Nate; 2X4 x3 21e>a-lir os better continuous lateral bottom
chord bracing @ t6' -0"i max;: O.C. ,- qui.red. Attach with
2-16d nails.: Bracing is not required if a -rigid- ceiling.
is. attached directly to bottom chord. Bracing material to
be supplied and attached at both ends to. 'a suitable support
by erection contractor.:
-
':X4
I:.5X3
7X5
2X6 -
2X6
.5X4
3X 4
2 : 5X +�-
1 x
R7960# W 3.5D' _
E
30" O.H.
OVER
2 SUPPORTS
PLATE' TYPE. --ALPINE SEON--137502 + FURNISH' A COPY
OF THI DESIGN, TO 'ERECTION CONTRACTDR _
LF _ _ Ren 13�m.l _ . _.: C L.E-ate:
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TH S;F'PCI0OX PRIXISICtS OF[ AS• SPECIFIED DB DESIGN T't#. Mn ISE NIS `
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