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TRUSS RAFTER
---- - - ----- - 7 - -- ---
CUT 1 -PLY OF
•' COLUMN FOR
• RAFTERSUPPO
TRUSS TRUSS • ER
(4) 16D NAILS PER (8) 16D NAILS HIGH SIDE
SIDE (8) TOTAL (2) 112' BOLTS
(2)1/2' BOLTS (4) SIDE (8) TOTAL
CUT 1 -PLY OF
3 -PLY MIDDLE COLUMN AT ICH (2) 1/2" BOLTS
NOTCHED COLUMN LOW SIDE
3 -PLY MIDDLE
NOTCHED COLUMN
SIDE WALL COLUMN SIDE WALL COLUMN
BLOCK NAILED WITH BLOCK NAILED WITH SIDE WALL COLUMN
(3) 16D NAILS EACH (3) 16D NAILS EAC CK NAILED WITH
SIDE PER LF OF BLOCK SIDE PER LF OF BLOC (3) 1 AILS EACH
3 -PLY MIDDLE SIDE PE OF BLOCK
STANDARD TRUSS TO 2 -PLY TRUSS TO NOTCHED COLUMN STANDARD LEAN RA RS
COLUMN CONNECTION COLUMN CONNECTION TO COLUMN CONNECTIO
PURLIN # AND SPACING' TRUSS SUPPORT HEIGHT (INTERIOR CLEAR HEIGHT)
WING # PURLIN PER BAY SPACING TRUSS HEEL *SUPPORT HEIGHT
l9 24 ' O.C. ?V L - 1. TRUSS `� V l_ 14 Lt
ENDWALL TRUSS
ENDWALLTRUSS
LEAN/BREEZE RAFTER HIDE �aH
31DE SIDE
ALL PURLINS SPACED FROM BEVELED 2X8 AT LEANIBREEZE RAFTER HIGH Lo DE
SIDE SIDE
EAVE UNLESS NOTED OTHERWISE, (SEE DETAILS)
i
12
3
'NOTE: FIELD VERIFY ALL HEEL DISTANCES WITH
EAVE HEIGHT
'4 ACTUAL TRUSS HEELS BEFORE SETTING TRUSSES
INTERIOR
CLEAR HEIGHT
(ICH) BUILDING SPECS
EAVE COLUMN HOLE # ROWS j
= HEIGHT ICH LENGTH DEPTH GIRTS
(' 8'•4" 7'-4' 14' 5 2
Z W
Q = � COLUMN 9'-4" 8 14' 4' -6" 3
10' 9'-4" 16' 5' -8" 3
a (3) 16D NAILS
LL (2) PLACES 4' -
16' 6'
(- 12'•4" 11'-4" 18' 5 4
N GIRT, BEVELED 13'-4' 174" 18' 4' -6' 4
U) PURLIN, OR 2x8 PLANK
U) 14'-4' 13'11" 20' 5' -6" 4
164" 14'11' 20' 4' -6" 5
(3) 16D NAILS 16'4" 15'-4" 22' V -6" 5
n (1) EA LAMINATE 17'-4" 16'14" 22' 4' -6" 5
100'4' MARK
18'14" 1T4" 24' 5' -6" 6
' /// // 19' -4" 1614" 24' 4'-6" 6
I
20'14' 19'-4" 26' 5' -6" 6
W w 21'14" 20'4" 26' 4'-6' 7
(2) 2X4X8' TREATED / \� / \� W O
BLOCKS W /(3) 10D j �\\ O LU LU
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014"X4"
PRECAST
FOOTINGS \�� \���� \�•'
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File: WG_Section 36under InGround.dwg
� Wick Gable Building Specifications �
View: 17 eCtlOn
® Draw BY: CAH 36' Span and Under In Ground
WIck Origin Date: 5 -5 -00 Scale: 30 2
4 'Construction Manual Pa Consixuction Detail P=ket Page:
Buildings®
ReviaioaDate: 612 WS DO NOT SCALE
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(1) 60d Nail
2x4 Lower
Chord Stabilizer (4) 10d Nails When Lower Chord Stabilizer
` Crosses Truss, Use (1) 60d wer Chord
Nail
(2) 10d Nails Through Top Of Lo
\\ Toenailed Stabilizer And (1) 10d Nail Toenalled (1) 60d Nail
To Lower Chord Of Truss 2x4 Lc Stab
�\ Lower Chord 7
\ Of Truss �
When Lower Chord Stabilizers Lap On Truss, ,� I
\ Use (1) 60d Nall Through Top Of Each Lower ,� I
\ I Chord Stabilizer, (4) 10d Nails To Tie Lower ,i \ (1) 10d Nail
\\ I Chord Stabilizers Together, And (2) 10d Nails i
I
\ \\ i Toenalled To Lower Chord Of Truss
\ I —
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2x4 Lower Chord Stabilizers
10' O.C. Maximum "
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Girt In
Endwall
Truss (3) 10d Nails
2x4 Scrap Nailer
a Rows
2x4 Lower Chord
Stabilizer
" Lower Chord Stabilizers Are To Be Placed 10'0.C, Maximum
3 10d Nails Unless Specified Otherwise On Construction Drawing Or Truss
O Drawing.
Lower Chord Of On Buildings With Extra Rows Of Lower Chord Stabilizers Priced
Endwall Truss In, Lower Chord Stabilizers Are To Be Placed 6' O.C. Max
Lower Chord Stabilizer
Attaching To Endwall
File' LC Stabibzer.dwIg
View. Lower C h ord. Sta bilizers
LCStab
® Drawn By: TK
ick
Construction Manual Page: Construction Detail Paget Page;
B u i I d i n g se Origin D ate' 12-21 -94 Scale: 64
Revision Date: 07 /Ol /O9we Scale = 1 ' =3/16°
5
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1
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Truss 2x6 Beveled Pullin
2x4 Comer
Bracing
2x6 Girts
I
2x6 Column
2x8 Treated
Plank
2"
Attach 2x4 Comer Brace To J Butt Comer Bracing
Each Girt It Passes Over And To Poles On Top And Bottom
To 2x8 Treated With (4) 10d
Nails At Each Connection. 2x4 Comer Bracing Is Positioned From The Top Of The Highest
2x6 Girt Down To 2x8 Treated 2" Above 100' Mark On All
Interior Clear Heights As Indicated On Chart Below.
USE THIS CHART UNLESS PLANS STATE A DIFFERENT CORNER BRACE LAYOUT.
CORNER BRACING CHART
Interior Clear Height (ICH)
BAY 7,4- 8'-4- 9' -4" 10'-4" 11'-4" 12'-4" 13'-4" 14'-4" 15'-4 16'-4" 17'-4" 18'-4"
WIDTH
7' -1" V -1" 9' -1" 16' -1" 17' -1" 18' -1"
6' 8' 8' 9' 10' 12' 12' 14' 14' 14' 16' 16' 18'
7' 9' 9' 10' 12' 12' 12' 14' 14' 16' 16' 16' 18
8' 9' 10' 10' 12' 12' 14' 14' 14' 16' 16' 18' 18'
9' 10' 12' 12' 12' 14' 14' 14' 16' 16' 18' 18' 18'
10' 12' 12' 12' 14' 14' 14' 16' 16' 16' 18' 18' 20'
11' 12' 12' 14' 14' 14' 16' 16' 16' 18' 18' 18' 20'
12' 14' 14' 14' 14' 16' 16' 16' 18' 18' 18' 20' 20'
Comer Braces Not Required
When ICH Is Less Than 2x4 Corner Bracing Is Installed In All Comer Bays (8 Bays
10' -4 ", Unless Specked On Per Building) Unless A Door Or Window Fall In That Comer
Plans. -See WBC For Options Bay. If So, Install Corner Brace In The Very Next Bay.
To Add Or Convert To 2x6.
File: Corner $racing.dwg
Corner Bracing
View` corbrace
® Drawn By: MJW
® Origin Date: 03 - 07 -95 Scale: 48 C Manual Page: Construction Detail Pacl�et Page:
Buildings 77 �
Reviai 2/11 /IOJDK Scale = 1' =1/4"
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