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(2) 16d nails from girt into
each vertical brace * Endwall Doors 12' wide and under require
no jack and vertica b race.
* Endwall d oors over 12' wide require jack
I
and vertical braces no more than 8' -0" apart.
** NOTE: Commercial building jack and
vertica b racing should not excee the
endwall bay 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 truss
TO GIRTS, HEADERS AND
TOP CHORD. 3 ply column
Vertical Brace
(2) 2x6's
Endwall Truss {;
i
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 Is
— 2x4
-- 2x6 A
SECTION A —A 2x4 and 2x6 Jack Brace
Steel Banding: Use Banding Shipped
as Strappping. Extend Banding 24" Down
(4) 16d nails each 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 & Vertical (Slidedoor).dwg * **
View: Jack&vert
jack Vertical Bracing for slide Doors
Drown By: SCH
B u i I d i n g s®
Origin Date: y 2 - 22 - n7 scale: 50 Construction Manual Page: Construction Detail Packet Page:
Revision Date:r /11/O CH DO NOT SCALE `�
30'-0" Out To Out Of Columns
T-6" 15'-0"
T-6"
7'-6" 22'-6" 30'-0"
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10 20'-0" 30—'-�O-
.2x4 Corner bracing is positioned from the too* of the highest 2x6 girt
down to-� treated, F l" above' "100 "mark on :all eave heights
I
as shown below:
— Truss 2 16 Beveled Purlin'1
t _2x4 Corner
s I Iji (Ijj;• ff ,
Bracing
2x6 .Girt
I I j y i l I j � i l l i :1 i 1 7 I ! •i i t
— Pole y
I.! il! iljia�!j
2x8 T &G' Treated
� Plank E
... -Butt cornet` bracing to
_poles on ton and bottom ._...._. _
Attach 2x4 corner brace to each girt it
passes over and to treated with
4=10d nails at each connection.
*Corner braces not required fo eave heights less than
11', see price book for options to add or convert to 2x6.
2x4 corner bracing is installed in all corner
bays ($ bays per building) :unless a.door'br window fall
in :�coriier. bay; _.if..:so install corner brace in very next bay.
• Usk' C�.9� �'_2 ocU U.vL�S' �GAf ✓S SrA: �' �4 oi��'�'i ✓r G'o�.✓� f.3,24 C•�'
Corner Bracing Chart
Bay Eave Heiaht
Widt 7'`.•l " S' 9' 10° 11' 12' 13' 14' 15' 16' 17' 18'
6' _8' 8' 9 ' 10'" 12' 12' 14' 14' 14' 16' 16' 18'
7' 9r r r 2r 7r il'I 4 4'I 6' 6' 6' 8'
8' 12' 1 14'1 14' 14 16' 16' 18' 118'
9' 1 4�liar r i t 8' 8'
0' �' ' 7' 14'' 14' 16' 16' 16' 18' 18'I20'
1 i
11 2' 2' 4 '' 14' 4 6 i r 1 8' 8' 20'
12' j ai 4' 4' d' r r, I 16 IP 1RI 1 1A l 201 11 Q r
Drawn By:;] Date:
CORNER BRACING DETAIL Revised 8 v
aw
in N
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Dr o.
•--• WICK BUILDING
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A MMUct a Wick � Syst . Inc. 90 P G _ /• //