HomeMy WebLinkAboutS300 - STRUCTURAL FIRST FLOORFI
R
S
T
F
L
O
O
R
S
T
R
U
C
T
U
R
A
L
P
L
A
N
2.01
STRUCTURE
ROOF TRUSSES TO BEAR ON
INTERIOR WALL
FRAME NON-LOAD BEARING
WALLS 16' O.C. WHEN HEIGHT IS
TALLER THAN 10'-3"
A
2
ACTIVEACTIVE
General Notes
Se
r
i
e
s
:
Ho
u
s
e
:
St
d
.
D
r
a
w
n
B
y
:
St
d
.
C
h
k
.
B
y
:
St
d
.
D
a
t
e
:
La
s
t
R
e
v
:
Da
t
e
o
f
Sh
e
e
t
D
e
s
c
r
i
p
t
i
o
n
:
Pl
a
n
N
o
.
:
Co
p
y
r
i
g
h
t
ã,
2
0
1
5
,
(
2
0
1
2
)
T
h
e
D
r
e
e
s
C
o
m
p
a
n
y
.
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
N
o
p
o
r
t
i
o
n
o
f
t
h
i
s
m
a
t
e
r
i
a
l
m
a
y
b
e
r
e
p
r
o
d
u
c
e
d
i
n
a
n
y
f
o
r
m
or
b
y
a
n
y
m
e
a
n
s
,
i
n
c
l
u
d
i
n
g
p
h
o
t
o
c
o
p
y
i
n
g
,
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
p
e
r
m
i
s
s
i
o
n
o
f
t
h
e
D
r
e
e
s
C
o
m
p
a
n
y
.
T
h
e
D
r
e
e
s
C
o
m
p
a
n
y
wi
l
l
v
i
g
o
r
o
u
s
l
y
p
r
o
c
e
s
u
t
e
a
n
y
u
n
a
u
t
h
o
r
i
z
e
d
u
s
e
o
f
t
h
i
s
m
a
t
e
r
i
a
l
.
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
8/
1
7
/
1
2
AR
C
BR
I
A
N
W
.
SE
B
A
S
T
I
A
N
Contract Drawn By:
Coordinator's Name:
ALV-0055-00-Sebastian 2-Story.dwg Mar 22, 2023 - 1:32pm
Coordinator's Phone #:
Phone #:
Original Site Specific Dwg. &
Effective Change Order Date:
Contract Revisions: (#, Date, By, Description)
Sheet No.
Subdivision:
Job #:
Customer Name:
Job Address:
LJR
M. HYATT
859.578.4290
3/6/23
ALBANY VILLAGE
ALV-0055-00
KIDWAI
14405 MARSDALE PLACE
ABOVE INTERIOR
TOP OF BEAM @ 7'4-1/2"
FINISHED FLOOR
ABOVE INTERIOR FINISHED FLOOR
(3) 2x4 MIN.
3'0"
3'0
"
EL
E
V
A
T
I
O
N
"
D
"
3-PT. BEARING HIP GIRDER TRUSS
TOP OF BEAM @ 7'4-1/2"
(2)2x4
07
/
1
8
/
1
8
W
J
S
(6)2x4
A
2
A
2
BEARING WALL
(2) 2x4 JACKS
(3)2x4 KINGS(2) 2x4(2) 2x4
BEAM TO RUN CONTINUOUS
FULL WIDTH OF PORTAL FRAME
PORTAL FRAME SEE DETAIL SHEET 1/SD-1
1'-4"
MIN.
2'4
"
2'0"
(2)1-3/4"x14" LVL FLUSH BOTTOM (2-SPAN CONT.)
(3) 2x4 MIN.
(5)2x4
(2) 2x4
(2) 2x10 (DROPPED)
TOP OF BEAM @ 9'1" ABOVE
INTERIOR FINISHED FLOOR
GI
R
D
E
R
T
R
U
S
S
24
'
-
4
3 4"
T
O
C
.
L
.
O
F
4
x
4
P
O
S
T
5'-10"
TO C.L. OF 4x4 POST
4x4 P.T. POST
w/ SIMPSON BCS2-2/4 CAP
& CBSQ44-SDS2 BASE
GI
R
D
E
R
T
R
U
S
S
JA
C
K
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
5'
-
0
"
+
/
-
(2) 2x4
RO
O
F
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
(2) 2x4 JACKS
(3)2x4 KINGS
(2)1-3/4"x14" LVL DROPPED(2)2x12 DROPPED
(2) 2x4
BE
A
R
I
N
G
W
A
L
L
HI
P
G
I
R
D
E
R
T
R
U
S
S
4'-0" +/-
(2) 2x4 KINGS w/
(1)2x4 JACK EA. SIDE
(2) 2x4 KINGS w/
(1)2x4 JACK EA. SIDE JACK TRUSSES
@ 24" O.C.
(2
)
2
x
8
(2)2x4 KINGS
(2)2x4 KINGS
(2)2x8 DROPPED
(2)2x6
(2)2x6
(2)2x10 DROPPED
(2)2x6 (2)2x6
HI
P
G
I
R
D
E
R
T
R
U
S
S
4'-0" +/-
JACK TRUSSES
@ 24" O.C.
RO
O
F
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
ROOF TRUSSES @ 24" O.C.
(2
)
2
x
6
(2
)
2
x
8
2X8 LEDGER FASTENED TO FRAMING
w/ (4)0.131"x3" NAILS @ 16" O.C.
2x6 SPF #2 B.F. WALL @ 16" O.C.
@ COVERED PORCH
PROVIDE DBL. STUDS IN AN 'L' ORIENTATION
TO SUPPORT BRICK ABOVE LOW ROOF(2)2x4 KINGS
(2)2x4 KINGS
(2
)
2
x
8
BE
A
R
I
N
G
W
A
L
L
(2
)
2
x
6
(2
)
2
x
6
ROOF TRUSSES @ 24" O.C.
(2) 2x4 (2)1-3/4"x11-7/8" LVL FLUSH
HIP GIRDER TRUSS
4'
-
0
"
+
/
-
JA
C
K
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
2X8 LEDGER FASTENED TO FRAMING
w/ (4)0.131"x3" NAILS @ 16" O.C.
MO
N
O
G
.
T
.
ROOF TRUSSES @ 24" O.C.
FASTEN ROOF TRUSSES
DIRECTLY TO FLUSH BEAM
(3
)
1
-
3
/
4
"
x
1
1
-
7
/
8
"
L
V
L
F
L
U
S
H
(4)2x4
SIMPSON HU412
HANGER
SIMPSON HU612
HANGER
(2)2x6 (2)2x6
(2)2x6 (2)2x6 (2)2x6RO
O
F
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
(2) 2x4 KINGS w/
(1)2x4 JACK EA. SIDE
3-1/2"x5-1/4" PSL POST
CUT DBL. TOP PLATE AND
BEAR BEAM DIRECTLY ON POST
(2
)
1
-
3
/
4
"
x
1
6
"
L
V
L
F
L
U
S
H
B
O
T
T
O
M
(2)2x8 (4)2x4(4)2x4 (2)1-3/4"x11-7/8"
LVL FLUSH
SIMPSON LGU3.63-SDS
(H=11") HANGER @
EACH END
FASTEN ROOF TRUSSES
DIRECTLY TO FLUSH BEAM
(2
)
2
x
6
(2
)
2
x
6
(2
)
2
x
6
ROOF TRUSSES @ 24" O.C.
ROOF TRUSSES @ 24" O.C.
RO
O
F
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
(2
)
2
x
6
(2
)
2
x
6
(2
)
2
x
6
(2)2x6
(2) 2x4
BM. POCKET
(2) 2x4 KINGS w/
(1)2x4 JACK EA. SIDE
(2) 2x4 KINGS w/
(1)2x4 JACK EA. SIDE
(2) 2x4 KINGS w/
(1)2x4 JACK EA. SIDE
(2) 2x4 KINGS w/
(1)2x4 JACK EA. SIDE
12
'
-
1
3 4"
T
O
C
.
L
.
O
F
4
x
4
P
O
S
T
(2) 2x4
(2
)
2
x
6
(2
)
2
x
6
(2
)
2
x
6
(2
)
2
x
6
(2
)
2
x
6
(2)1-3/4"x18" LVL FLUSH BOTTOM
(6)2x4
2X8 LEDGER FASTENED TO FRAMING
w/ (4)0.131"x3" NAILS @ 16" O.C.
(2
)
2
x
6
(2)2x6
BE
A
R
I
N
G
W
A
L
L
BEARING WALL
END JOISTEND JOIST
EN
D
J
O
I
S
T
EN
D
J
O
I
S
T
(2) 2x4
BEARING WALL
2
SD-1
3
SD-1
REISSUED: 03/22/2023