82'-0"
19'-6"
14'-6"
17'-0"
11'-0"
20'-0"
C
A4
2x6 Outriggers @ 24"o.c.
w/Simp. LUS26 hgrs.
@ backspan
12
S5
5 1/8"x12" G.L.B.
x6
3'-0"
-2
3
8
S5
2'-0"
7'-3"
11 7/
13
S6
13
S6
11
S5
6x8
24'-0"
48'-6"
)2
x6
19A
S6
15'-5 1/2"
6x8
5 1/8"x9" G.L.B.
RIDGE
Y
A
V
15'-0"
6 3/4"x13 1/2" G.L.B.
6x8
11A
S5
C
A4
7'-6 1/2"
Flat bo
t. chor
truss
es @ 24 d
"o.c.
6x8
5 1/8"x9" G.L.B.
(2
x6
)2
(3
6x10
22
S6
)2
x6
7
S5
11
S5
2X Overframing
for cricket
D
A4
6x8
12
S5
1'-6"
1 1/4"x11 7/8" Versa-Rim
Outriggers @ 24"o.c.
w/Simp. LUS210 hgrs. notch to 5 1/2" @ eave
7'-3"
x6
)2
x6
-2
x6
3
3
-2
x6
5'-0"
21
S6
(2
5'-6"
-2
3
1.9 @
I/450
8" BC
(3
)
o 2x
m 6
ab
o
ve
fr
5 1/8"x21" G.L.B.
5 1/4"x11 7/8"
Versa-Lam
10
S5
2x6 Outriggers @ 24"o.c.
w/Simp. LUS26 hgrs.
@ backspan
SECOND FLOOR/LOWER ROOF FRAMING NOTES:
B
A4
12'-0"
(2)-1 3/4"x11 7/8" M=L
w/Simp. HUC410 hgr.
@ backspan
6x10
6x10
6x8
See note #8
10A
S5
Flat bot. chord
trusses @ 24"o.c.
x6
)2
(2
)2
x6
19
S6
x6
6x8
e
x6 ov
b
)2
(2 m a
o
fr
)2
5 1/8"x12" G.L.B.
Simp. HHUS410 hgr.
typ. @ EA. end
(2
5'-0"
Y
1 3/4"x11 7/8" M=L
(2
14
S6
1.9
c.
@ 16"o.
E
LL
6x8
1 1/4"x11 7/8" Versa-Rim
Outriggers @ 24"o.c.
w/Simp. LUS210 hgrs. notch to 5 1/2" @ eave
2X Overframing
for cricket
x6
-2
1 3/4"x11 7/8" M=L
I/450
rs
Rafte
6x10
3
D
A4
15
S6
8" BC
11 7/
22A
S6
A
9'-0"
13
S6
V
11 7/
8" BC
I/4
w/Sim
p. LSSU 50 1.9 Ra
fters
I25 hgr
@ 24
s w/we
b stiffe "o.c.
ners
Strap EA. side of beam
to dbl. top plt. w/ Simp.
MTS30 strap ties
23
S6
11 7/
8" BC
I/4
w/Sim
p. LSSU 50 1.9 Ra
fters
I25 hgr
@ 24
s w/we
b stiffe "o.c.
ners
6x10
A
A4
Continuous beam (upset)
5 1/8"x22 1/2" G.L.B. Ridge
9
S5
T
T S
w ub 5x
C /S e 5
no ol. im ste x3
te ca p. C el /1
#5 p - C co 6
se O6 l.
e
5 1/4"x24" Versa-Lam
See
note
#8
LL
E
6x8
7
S5
50 1.9
" BCI/4
11 7/8
.
@ 16"o.c
5 1/8"x12" G.L.B.
.
16"o.c
x6
(2
)2
x8 p
6 im 8
/S 4- ap
/
1 l. c
5 co
w
11
C
Simp. HGLTV5.511 hgr.
x6
48'-6"
C
-2
3
x6
)2
5 1/8"x9" G.L.B.
See
note
#8
Continuous dbl. top plt.
9'-0"
E
(2
Ref
Simp. HHUS5.50/10 hgr.
5 1/4"x11 7/8" Versa-Lam
"o.c.
@ 16
1.9
50
.
16"o.c
BCI/4
1.9 @
7/8"
15'-0"
I/450
8" BC
NOTE: see architectural
detail sheet D1 for
pergola framing details
1'-6"
(3)-1 3/4"x11 7/8" M=L
6 3/4""x21" G.L.B.
BEAM
6 l.
/1l co 4
x3ee 1/ #5 "
x5 st 5 e 8
5 e T t =
S b O no 2
T Tu C e ; H
C e 8
p. - S /
im p 6 7
/S a =
w l. c 3
o W
C
6x8
16"o.c.
(2
450 1.9 @
11 7/
11
S5
19A
S6
(2)-1 3/4"x11 7/8" M=L
6x10
5 1/8"x12" G.L.B. (24F-V8) Continuous
6x8
11 7/8" BCI/
8
S5
RIDGE
2X Overframing
for cricket
20
S6
F
tr lat b
us
se ot.
s @ ch
24 ord
"o
.c.
7
S5
6'-0"
6x10
7
S5
Fla
tru t bo
sse t. c
s @ hord
24
"o.c
.
2'-0"
6x8
B
A4
om (2)2
ab x6
ov
e
e
x6 v
)2 bo
(2 m a
o
fr
7
S5
8
S5
NOTE: see architectural detail
sheet D1 for pergola framing details
fr
4'-0"
5 1/8"x9" G.L.B.
A
A4
17'-0"
82'-0"
20'-0"
11'-0"
1. See structural notes for additional information.
2. Provide solid blocking in floor joist depth @ all
posts, multi-studs and holdowns.
3. Floor joists to be continuous @ all locations.
4. See roof framing notes 2-6, page #S3.
5. Weld Col. Cap to T.S. Col. w/3/16" fillet weld all around.
6. All floor joists to use Simp. IUT11 hgrs.
7. -8. Edge nail these walls w/8d@4"o.c.
SCALE: 1/4"=1'-0"