ac-2010-00162_0006.tif (2) 16d nails from girt into
each vertical brace * Endwall Doors 12' wide and under require
no jack and vertical brace.
* Endwall d oors over 12' wide require jack
and vertica b races no more than 8' -0" apart.
** NOTE: C ommercia l build 'ach and
.I vertical bracing should not exceed the
endwall b ay spacing as shown in the calcs.
2x6 girt, 2x6x9" scrap block 24 "o.c.
header or
top chord * use (3) 10d nails in from
each side of vertical brace
to attach.
Vertical brace
CONNECTION: VERTICAL BRACE 2nd t r u s s
TO GIRTS HEADERS AND
TOP CHORD. 3 ply column
Vertical Brace
(2) 2x6's
Endwall Truss is
Jack Brace
2x6 and 2x4
CONNECTION: OF JACK BRACE TO
VERTICAL BRACE AND TOP CHORD
OF 2ND TRUSS.
3 ply column Top chord
of 2nd truss
(2) 16d nails Steel Banding —�
toenailed
Nail 2x4 to top of A
2x6 with (1) 10d nail Vertical Brace
every 16". (2) 2x6's
(3) 16d nails
— 2x4
— 2x6 A
SECTION A —A 2x4 and 2x6 Jack Brace
Steel Banding: Use Banding Shipped
Z(4) 16d nails each as Strappping. Extend Banding 24" Down
Jack Bracing and to Edge of . Top Chord of
- side (8 total)
Truss. Nail w/ (6) 1 1/4" Stormguards
at each area: along top 2x4 of Jack Bracing
and at Top Chord of Truss.
File: jack & Vertic (Shd edoor).dwg
* **
View: jack&vert
ick Drawn By: SCH jack & vertical Bracing for slide Doors
B u i I d i n g s ® origin Date: 12-22-97 Scale: 50 r� Construction Manu Page: Construction Detail Packet Page:
Revision Date: 2 /11/00 CH D NOT O 1 SC I(tl