HomeMy WebLinkAboutJG 96 Truss Layout B166018848-01-02 TOP (21-02-14)
10-01-02 TOP (21-02-14)
12-01-02 TOP
1 2 -0 1 -0 2
T O P
12-01-02 TOP
1 0 -0 1 -0 2
T O P
10-01-02 TOP (21-02-14)
1 0 -0 1 -0 2
T O P
(2 1 -0 2 -1 4 )
1 0 -0 1 -0 2
T O P
(2 1 -0 2 -1 4 )
F r a m e
d o w n
t r a y
i n
t h e
f i e l d .
Stick frame eyebrow roof
overhang planes.
F r a m e
d o w n
t r a y
i n
t h e
f i e l d .
F r a m e
d o w n
t r a y
i n
t h e
f i e l d .
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
5-06-01 TOP5-06-01 TOP
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
H T U 2 6
Ladder frame
floor &roof.
HGUS28-2 HGUS28-2
1 0 -0 1 -0 2
T O P
(2 1 -0 2 -1 4 )
9 -0 1 -0 2
T O P
(2 1 -0 2 -1 4 )
2x4 ledger
2x4 ledger
Hold gable end out over brick ?
2x4 ledger
2 x 4
l e d g e r
2x4 ledger
TG01
T01
TG02
GE01
T 0 3GE02
T 0 5
T 0 6
GE03
TG03
T 0 9
T 1 0
G E 0 4
G E 0 5
T 1 2
A T 0 1
A T 0 2
A G 0 1
TG05
TG06
T 1 6
T 1 7
T 1 9
T 2 0
T 2 1
G E 0 6
A G 0 1
G E 0 7
T 2 2
T 2 3
G E 0 8
G E 0 8 A
T25
TG07
T G 0 8
T G 0 8
C G 0 1C
G
0
2
J01
J02
J01
J03
G E 0 9
T 2 6
C G 0 3
J 0 4
J 0 5
J06
J07
T29
TG09
G E 1 0
V01
V02
V03
V04
V05
V06
V07
V08
V09
V10
V11
V12
P B 0 2
P B 0 3 P B 0 4
P B 0 5
T02(3)T04(2)
T 0 7 (3 )
T08(4)T18(3)
T24(5)T23(2)
M01(7)
M02(7)
M03(2)
M 0 3 (1 0 )
PB01(6)
PB06(2)
PB06(5)
PB07(3)
M04(4)
T27(2)
T11(3)
AT02(3)
M05(2)M06(6)M05(2)
21-04-0021-08-0012-06-008-10-0014-04-00
5 -0 8 -0 0
4 0 -0 8 -0 0
1 2 -0 4 -0 0
23-06-00 12-10-00 42-04-00
1 2 -0 4 -0 0
2 2 -0 0 -0 0
2 3 -0 0 -0 0
1-04-00
6-00-00
4 -0 8 -0 0
23-02-00
6 -0 0 -0 0
6 -1 1 -0 8
2 -0 0 -0 0
6 -0 1 -0 0
2 -0 0 -0 0
2 -0 0 -0 0
2-00-00 2-00-00 2-00-00
2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00
1 -0 4 -0 8 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00
1 -0 0 -0 0
1 -0 5 -0 82-00-00
1 -0 7 -0 8
1 -0 9 -0 02-00-002-00-002-00-00
1 -0 0 -0 02-00-002-00-002-00-00
6-05-088-04-08
2-00-002-00-00
1 -0 6 -0 4
2-00-002-00-002-00-002-00-002-00-00
1 -0 5 -0 8
2-00-002-00-00
1 -0 0 -0 4
1-08-00
2 -0 0 -0 0
2 -0 0 -0 0
6-00-00 2-00-00 2-00-00
6 -0 1 -0 0
2 -0 0 -0 0
2 -0 0 -0 0
2 -0 0 -0 0
I R C
2 0 0 6
T P I
2 0 0 2
2 0 T L L
-
1 0 T D L
-
1 0 B D L
S i g m a
C a p i t a l ,
L L C
5 9 0 2
P l a n
---
1 /4 "=1 '
O c t o b e r
1 0 ,
2 0 1 6
P H
J 1 6 6 0 4 0 3 0
C U S T O M E R :
L O C A T I O N :
M O D E L :
J O B
#:
D A T E :
D E S I G N E R :
D E S I G N
I N F O R M A T I O N :
S C A L E :
9 0 2 8
O l d
S R
6 7
S o u t h
M o o r e s v i l l e ,
I N
4 6 1 5 8
(3 1 7 )
8 3 4 -5 3 8 0
Truss Placement Guide
1)This layout is intended for the purpose of truss location
and placement only.Refer to the building plans for actual
building construction.
2)All dimensions shown 00-00-00 are in feet-inches-sixteenths.
3)Trusses are spaced 24"on center unless otherwise noted.
4)Do not cut or modify trusses.
5)Refer to the individual truss design drawings for the location
of member bracing,uplift and truss end reactions.
6)Installation of all temporary and permanent bracing is
essential.See truss drawings,BCSI-B2 Summary Sheet
and building designer requirements.
Left end of truss,as shown on engineering
drawing,is indicated by the triangle symbol