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TRUSS RAFTER
CUT 1 -PLY OF
.' COLUMN FOR
e RAFTER SUPPO
TRUSS TRUSS � ER
(4) 16D NAILS PER (8) 16D NAILS HIGH SIDE
SIDE (8) TOTAL (2) 12" BOLTS
(2) 1 CUT 1 -PLY OF /2' BOLTS (4) SIDE 8) TOTAL
3 -PLY MIDDLE COLUMN AT ICH (2) 1/2" BOLTS
NOTCHED COLUMN 3 -PLY MIDDLE LOW SIDE
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 K (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)
j
WING # PURLINS PER BAY SPACING TRUSS HEEL *SUPPORT HEIGHT
24 "O.C. SO L T_ TRUSS ` 2
ENDWALL TRUSS
ENDWALL TRUSS
LEAN/BREEZE RAFTER HIGH pow
910E SIDE
ALL PURLINS SPACED FROM BEVELED 2X6 AT LEAN/BREEZE RAFTER HIGH SDw
SIDE SIDE �
EAVE UNLESS NOTED OTHERWISE, (SEE DETAILS)
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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
HEIGHT ICH LENGTH DEPTH GIRTS
0 = 8'-4° T-4" 14' 5 2
0
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U W COLUMN 9' 4° e' 4" 14' 4' -6" 3
(3) 16D NAILS 10' 4" 9' 4' 16' 5' -8" 3
f O (2) PLACES 16' 4' -6'
IL 12'x° 11' 4° 18' 5' 6' 4
U) GIRT, BEVELED 13'•4" 17-4" 18' 4' -6' 4
U) PURLIN, OR 2x8 PLANK
14'•4' 13'-4" 20' 5 4 j
W_
15'-4° 14'-4' 20' 4' -8' 5
(3)16D NAILS 18'-4" 15'-4" 27 5' -6" 5
100' -0" MARK
4, (1) EA LAMINATE 17'•4" 16'-4" 22' 4' -6" 5
•4
tr .
18'" 1T•4" 24' S' -6" 6
19' -4" 18'-4" 24' 4'-8" 6
g 20'-4" 19' -4" 26' 5' - 6° 6
LU It 21'-4' 21Y4" 26' 4'-6" 7
(2) 2X4X8 TREATED � O
BLOCKS W /(3) 10D \\ /\ = Uj
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PRECAST
FOOTINGS \�� \���� \� •'
File` WG_S ection 36un der InGround.dwg 11 G 1 p ' 1
Wick Gable B ud ding SpeAcations
View: Section
Drawn By: CAH 36 Span and Under In G roun d
Wick
Building QD Origin Date: 5.25.00 Scale: 30 Construction Man ual Page: Conetrueton Detail Paclzet Page:
4
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
Lower Chord ' �\
\ Of Truss
I
When Lower Chord Stabilizers Lap On Truss,
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 2, ROWS
2x4 Lower Chord
Stabilizer
• Lower Chord Stabilizers Are To Be Placed 10'0.C, Maximum
Unless Specified Otherwise On Construction Drawing Or Truss
(3 ) 10d Nails 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 Stabilizer.dwg
V ' — ; LCStab Lower Chord Stabilizers
■ Drawn By: TK
J
® Origin Date: 1 2 -2 1 -9A. Scale: 6A. Construction Manual Page: Construction Detail Paclxet Page: �
Buildings J 4 44 T tt VY 5
Revision Date: u
07/O1/09we Seale = 1 '= 3/16
Truss 2x6 Beveled Purlin
, 2x4 Comer
Bracing
I�
2x6 Girls
2x6 Column
I
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.
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USE THIS CHART UNLESS PLANS STATE A DIFFERENT CORNER BRACE LAYOUT.
CORNER BRACING CHART
Interior Clear Height (ICH)
BAY 7'-4" 8'-4" 913" 10'-4" 11'-4" 12' -4" 13'-4" 14'-4" 15'13" 16'13" 17'-4" 18'-4 -
WIDTH
T -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' 14' 16' 16' 16' 18' 18' 18' 20'
I
12' 14' 14' 14' 14' 16' 16' 16' 18' 18' 18' 20' 20'
L L
Comer Braces Not Required
When ICH Is Less Than 2x4 Corner Bracing Is Installed In All Comer Bays (8 Bays j
10' -4 ", Unless Specified 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.
i
File` Corner Bracing.dwi
Corner Bracing
View:
corbrace
® Drawn B MJW
a Origin Date: 03 - -95 Se ale: 48 Construction Manu Pa Constrmction D
B
etail Pac)zet Pa
Revision Date: 2/11/1OJDK Scale = 1' =1/4" _
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