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PERMIT NO:
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APPROVED
BUILDING
PLANNING
PUBLIC WORKS
FIRE DEPT
APPROVAL A RESULT OF AN INSPECTION
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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 doors over 12' wide re jack j
and vertica b races no more than 8' -0" apart.
** NOTE Commercia build jack and
vertical bracing 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
t
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Jack Brace j
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
tip` I
Nail 2x4 to top of A
2x6 with (1) 10d nail Vertical Brace
every 1 6 ". \ (2) 2x6's
�/ (3) 161 nails
2x4
--- 2 x 6 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` Jaclt & Vertical (Shdedoor).dwg * **
View: jack&vert
Wick Drawn By: SCH jack & Vertical Bracing for Slide Doors
B u i I d i n g s® Origin Date: y 2 Se ale: 50 Construction Manua P age: Construction Detail Packet Page:
Rev lion Date:
2/11/00 CH DO NOT SCALE ��
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30'-0" Out To Out Of Columns
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.2x4 Corner bracing is positioned from the top•of the highest 2x6 girt
_ . down to :{� treated, E 4 : above' °100'• ' mark on :all eave heights
as shown below:
— Truss 2s6 Beveled Purlin"\
J I
t _2 Corner
i
Bracing
I I
2x6 ..Girt
_Pole
V.
2x8 T &G'Treated
i , i t r !; :: {' ;i 1 I Plank E
Igll l /// I i1� I i t g Iti
s L t 1
mutt corned bracing to
_poles on ton and bottom_ _
Attach 2x corner brace to each girt it
passes over and to f&..T -rte; treated with
4 -10d nails at each connection.
' *Corner braces not required for 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 (8 bays per building) .unless a.door`or window fall
in:!cdriier. bay;'.if..:so',. install corner brace in very next bay.
• U3�- CW-q"e1 4q2 OC,(/ ,7 2' ,4 oiF�E�✓r C'aT✓� �3Q.4 C�
Corner Bracing Chart
Bay
Eave Height
Width
_91 .9' 10'' 11' 12' 1 14' 15' 16' 17' 18'
6' - 8 ' 8' 9' 10 12' 12 1 14' 14' 16' 16' 18'
7' 9. r 2r 2' 1 2 1 '1 4' 1 1 4'1 6' 1 16l 6' 8'
8' 1 12' 14'114' 1 14'116' 16' 18' 118'
9' r r 1 1 4 1 14 16 16 ,
7' ' 14'' 14' i6' 16' 16' 18' 18'120'
2 4" 14' d 6 , 1 i , r 1 r i s" 120'
20 ,
12' Qr d' dr dr , l 16 r 1q l ip, r k r 1.
Drawn By: Date:
CORNER BRACING DETAIL Revised By: Date:2-9
"-E t WICK BUILDING Drawing No. q
A proouc] d W cX &W dwv Syst .UDC.
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