09-335-014REVISIONS I BY
ALL TOP AND BO7TOM'CHORDS TO BE MINIMUM 2 X6. RUN
m
SHEATHING UNDER ALL VALLEYS. k , I I 'IFT __ =
- -_ I 4��'
i
faetenem. aee General
hlotec, page 6.
• Tha quantity of naila
installed Shall be equally
diEtributed to bath
5ideq of the connectian.
1
t
bnenf�
}
l.{IAthT
4 �B s
r
-
s z
t t S
. 1
�•`�
= �
� DF- i`J;�' . +��^ ,°":y,;�
.z^ Jy
>r .FR
't 'c:
i-;�
r �:ot� >P-!^`
,:a
Root
ttou;
,( �^!�
�-�'
� f
.�.��3-
Ingo
l .a
TAPL12
HETALI6
14 a
12
(6) 10d x t -112
(13)10d
1
9%
M
"1378 "
TAP64
14
14
(6) 10d x 1-112
(13) 10d
ii[$
110
1
49
955
955
1378 1
TAPL16
FTAf 20
14
16
(6} tOd x 1 -1i2
(13} 10d
4%
2x6-'O
__,_..
1 =9116
—5-114 '
131(1 1
OTC
HELAt12
t4
t2
(4} tOd x 1 -tI2
(9)104
.> 660
: ?5Bd
1(03:
3ili:
428
635
728
REVISIONS I BY
ALL TOP AND BO7TOM'CHORDS TO BE MINIMUM 2 X6. RUN
m
SHEATHING UNDER ALL VALLEYS. k , I I 'IFT __ =
- -_ I 4��'
i
faetenem. aee General
hlotec, page 6.
• Tha quantity of naila
installed Shall be equally
diEtributed to bath
5ideq of the connectian.
. i." SViGf .4l,R�'41i17.w4rvLtAlw�vu �e+✓vaa assw.�w.....a«. .... .,....» »..,.� ®_..... _._.. �.
nai En ' eer and p roviddto B.Q "
a
2. _ Truss dawn gs a sbal l be P �P ared by a Pro -Ims> o
2
prior to installation.
3
include:
dra
3. Shop �'l7in gs shall a.- General dimensions, slope, span and spacing.
b.- Design loads, top and bottom chords dead and live loads.
4.- Lumber size, species and grade for each member.
S.- Calculated deflexion and bracing location.
1
t
bnenf�
}
l.{IAthT
4 �B s
r
-
s z
t t S
. 1
_
}��b
a' «
? `'"
Root
ttou;
[Car
}
RooF
1JP1t
Ingo
l .a
. i." SViGf .4l,R�'41i17.w4rvLtAlw�vu �e+✓vaa assw.�w.....a«. .... .,....» »..,.� ®_..... _._.. �.
nai En ' eer and p roviddto B.Q "
a
2. _ Truss dawn gs a sbal l be P �P ared by a Pro -Ims> o
2
prior to installation.
3
include:
dra
3. Shop �'l7in gs shall a.- General dimensions, slope, span and spacing.
b.- Design loads, top and bottom chords dead and live loads.
4.- Lumber size, species and grade for each member.
S.- Calculated deflexion and bracing location.
1
t
bnenf�
}
l.{IAthT
4 �B s
r
-
s z
t t S
_
}��b
a' «
? `'"
Root
ttou;
[Car
}
RooF
1JP1t
Ingo
l .a
2x4-6*
MQ4L/R
MRU4
1-W16
3.114
1 -7/8
(4} 16d
(4) 10d x 1 -1/2
448
448
440
435
4%
2x6-'O
__,_..
1 =9116
—5-114 '
1418
(6)16d
(s) t� x t -tit
69`x
8W
_860_
_.655
- _785
2 x 8 -,10 -12
— —
1.9116
7 -1/4
1 -718
(10) t 6d
(8) 10d x 1 -12
335b`.
3A8rs.
1d66r
f235
1160
1335
1440
875
1045
200-'12-14 10- _t2 -14
SKH21OLIR
SURIL210 ,
1 -Q16
9.1/4
1 -78
i (14) 1fid
(18) 10d x 1 -112
ai790
iii
c
A
1540
1540
1540
1090
1305
on
. i." SViGf .4l,R�'41i17.w4rvLtAlw�vu �e+✓vaa assw.�w.....a«. .... .,....» »..,.� ®_..... _._.. �.
nai En ' eer and p roviddto B.Q "
a
2. _ Truss dawn gs a sbal l be P �P ared by a Pro -Ims> o
2
prior to installation.
3
include:
dra
3. Shop �'l7in gs shall a.- General dimensions, slope, span and spacing.
b.- Design loads, top and bottom chords dead and live loads.
4.- Lumber size, species and grade for each member.
S.- Calculated deflexion and bracing location.
T
�i
�!' 71
tt 1
_... .1I�._.... . _... _.. -.__..
Dmwn
Job
1
t
bnenf�
}
l.{IAthT
4 �B s
r
-
s z
t t S
_
}��b
a' «
? `'"
Root
ttou;
[Car
}
RooF
1JP1t
l .a
2x4-6*
MQ4L/R
MRU4
1-W16
3.114
1 -7/8
(4} 16d
(4) 10d x 1 -1/2
448
448
440
435
4%
2x6-'O
__,_..
1 =9116
—5-114 '
1418
(6)16d
(s) t� x t -tit
69`x
8W
_860_
_.655
- _785
2 x 8 -,10 -12
— —
1.9116
7 -1/4
1 -718
(10) t 6d
(8) 10d x 1 -12
335b`.
3A8rs.
1d66r
f235
1160
1335
1440
875
1045
200-'12-14 10- _t2 -14
SKH21OLIR
SURIL210 ,
1 -Q16
9.1/4
1 -78
i (14) 1fid
(18) 10d x 1 -112
ai790
iii
c
A
1540
1540
1540
1090
1305
T
�i
�!' 71
tt 1
_... .1I�._.... . _... _.. -.__..
Dmwn
Job