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TRUSS RAFTER
-- - - -- ----------------
CUT 1 -PLY OF
COLUMN FOR
RAFTER SUPPO
TRUSS TRUSS ER
(4) 160 NAILS PER (8) 16D NAILS HIGH SIDE
SIDE (8) TOTAL (2) 112" BOLTS (4) 160 NAILS PER
(2) 1/2" BOLTS CUT 1 -PLY OF SIDE (8) TOTAL
COLUMN AT ICH (2) 1/2" BOLTS
3 -PLY MIDDLE LOW SIDE
NOTCHED COLUMN 3 -PLY MIDDLE
NOTCHED COLUMN
SIDE WALL COLUMN SIDE WALL COLUMN
BLOCK NAILED WITH BLOCK NAILED WITH SIDE WALL COLUMN
(3) 160 NAILS EACH (3) 16D NAILS EAC CK NAILED WITH
SIDE PER LF OF BLOCK SIDE PER LF OF K (3) 1 AILS EACH
3 -PLY MIDDLE SIDE PE OF BLOCK
STANDARD TRUSS TO 2 -PLY TRUSS TO NOTCHED COLUMN STANDARD LEA RA RS
COLUMN CONNECTION COLUMN CONNECTION TO COLUMN CONNECTIO
PURLIN # AND SPACING' TRUSS SUPPORT HEIGHT (INTERIOR CLEAR HEIGHT)
WING # PURLIN PER BAY SPACING 2 TRUSS HEEL 'SUPPORT HEIGHT
l9 24" O.C. ` JV " L » L.r TRUSS
ENDWALL TRUSS
ENDWALL TRUSS HIGH i
LEAN/BREEZE RAFTER 910E SIDE
ALL PURLINS SPACED FROM BEVELED 2X8 AT LEANIBREEZE RAFTER sine SIDE
EAVE UNLESS NOTED OTHERWISE. (SEE DETAILS)
12
3
'NOTE: FIELD VERIFY ALL HEEL DISTANCES WITH
T� EAVE HEIGHT ' ACTUAL TRUSS HEELS BEFORE SETTING TRUSSES
12"
INTERIOR
CLEAR HEIGHT
(ICH) BUILDING SPECS
EAVE COLUMN HOLE # ROWS
HEIGHT ICH LENGTH DEPTH GIRTS
V , 2 8'-4" T-4' 14' 6-8' 2
Z
LU COLUMN 9'-4" 8'-4" 14' 4' -6" 3
(3) 16D NAILS
h- (2) PLACES 16' 4' -6"
p
LL 12'-4" 11'4' 18' 5'-6" 4
Cn GIRT, BEVELED 13'4" 174" 18' 4' -6" 4
N PURLIN, OR 2x8 PLANK
V) 14'-4" 13'4' 20' 5' -6" 4
W. 15'-4" 14'4" 20' 4' -6" 5
(3) 16D NAILS 16'-4' 15'4" 2Z 5' -6" 5
(1) EA LAMINATE 17'-4" 16'-4' 22' 4' -6" 5
' '" . a . 100' -0" MARK 18'-4" 1T-4" 24' 5' -6" 6
1 s'A" 18'4" 24' 4' -6" 6
20'4' 19'4' 26' T -6' 6
LU c 21'4" 20'4" 26' 4'-6" 7
(2) 2X4X8' TREATED ��\ �� \� W O
BLOCKS W 1(3) 100 �\\ O LU
014'X4'
PRECAST
FOOTINGS \ \� \ \ \�� \ \•
File: WG ection3under InGround.dw�
- S Wick Gable Building Spec ifications
View: Section
36 Span and Under I n G roun d
® Drawn BY: CAH
® Origin Date: 5 �45�00 Scale: 30 Construction Manual Page: Conetzuotion Detail Paclzet Page:
Buildings 4 3
Revision Date: 6/12/09 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 Nail
(2) 10d Nails Through Top Of Lower Chord
\\ Toenailed Stabilizer And (1) 10d Nail Toenailed (1) 60d Nail
To Lower Chord Of Truss _
2x4 Lc Stab i
\ Lower Chord
Of Truss
I When Lower Chord Stabilizers Lap On Truss,
\ \ I Use (1) 60d Nail Through Top Of Each Lower \
\\ I Chord Stabilizer, (4) 10d Nails To Tie Lower (1) 10d Nail
\ Chord Stabilizers Together, And (2) 10d Nails ,� \\
\ I Toenailed To Lower Chord Of Truss
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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
I
2x4 Lower Chord
Stabilizer
* Lower Chord Stabilizers Are To Be Placed 10' O.C. Maximum
10d Nails Unless Specified Otherwise On Construction Drawing Or Truss
( ) Drawing.
Lower Chord Of On Buildings With Extra Rows Of Lower Chord Stabilizers Priced
Endwall Truss In, Lower Chord Stabilizers Are To Be Placed V O.C. Max
Lower Chord Stabilizer
Attaching To Endwall
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File` LC Stabihzer.dwg
Lower Chord Stabilizers
View: LCStab
■ D=awn By: JK
B uildings Origin Date: 12-2 1-9 4 Sc ale: 64 Construction Manual Page: C onstruction Detail PacLet Page:
Revision Date: 07 /01 /09ws Scale =1 '= 3/16"
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Truss 2x6 Beveled Puriin
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2x4 Comer
Bracing
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2x6 Girts
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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 1 00' Mark On All
Interior Clear Heights As Indicated On Chart Below.
i
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 17'-4" 18'-4"
WIDTH
7' -1" 8' -1" 9' -1" 10' -1" 11' -1" 12' -1" 13' -1" 14' -1" 15' -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' 114' 16' 16' 16' 18' 18' 18' 20'
12' 14' 14' 14' 14' ' 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' -3 ", Unless Specked On Per Building) Unless A Door Or Window Fall In That Comer
Plans. See WBC For Options Bay. If So, Install Comer Brace In The Very Next Bay.
To Add Or Convert To 2x6.
File` C orner Bracing.dwg
Corner Bracing j
View:
corbrace
° Drawn By: M117` ��
B uildings ® Origin Date: 0 3 - 07-95 Scale: 48 Construction Manual Page: Construction Detail Paclet Page:
Revision Date: _ �� W
2/11 110JDK Scale = 1 =1/4 _
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