HomeMy WebLinkAboutREV-A2B
R
G
.
P
A
R
T
I
T
I
O
N
W
A
L
L
-
4
"
(
U
.
N
.
O
.
)
1
/
2
"
G
Y
P
.
B
D
.
O
N
E
A
C
H
S
I
D
E
O
F
2
x
4
W
D
.
S
T
U
D
S
@
1
6
"
O
.
C
.
W
A
L
L
L
E
G
E
N
D
C
M
U
W
A
L
L
-
8
"
(
U
.
N
.
O
.
)
B
R
G
.
H
T
.
@
8
'
-
0
'
'
A
F
F
I
N
T
E
R
I
O
R
S
I
D
E
T
O
P
A
I
N
T
E
D
S
M
O
O
T
H
F
I
N
I
S
H
E
X
T
E
R
I
O
R
S
I
D
E
T
O
B
E
S
T
U
C
C
O
C
O
A
T
E
D
C
M
U
S
Y
M
B
O
L
R
E
P
R
E
S
E
N
T
S
B
R
G
.
P
A
R
T
I
T
I
O
N
W
A
L
L
-
6
"
(
U
.
N
.
O
.
)
1
/
2
"
G
Y
P
.
B
D
.
O
N
E
A
C
H
S
I
D
E
O
F
2
x
4
W
D
.
S
T
U
D
S
@
1
6
"
O
.
C
.
C
M
U
K
N
E
E
W
A
L
L
-
8
"
(
U
.
N
.
O
.
)
B
R
G
.
H
T
.
@
3
'
-
0
'
'
A
F
F
B
O
T
H
S
I
D
E
S
T
O
B
E
S
T
U
C
C
O
C
O
A
T
E
D
C
M
U
C
M
U
W
A
L
L
-
8
"
(
U
.
N
.
O
.
)
B
R
G
.
H
T
.
@
1
1
'
-
0
'
'
A
F
F
1
/
2
"
G
Y
P
.
B
D
.
O
V
E
R
1
x
2
P
.
T
.
F
U
R
R
I
N
G
S
T
R
I
P
S
O
V
E
R
S
P
R
A
Y
A
P
P
L
I
E
D
F
O
A
M
I
N
S
U
L
A
T
I
O
N
O
V
E
R
8
"
C
M
U
W
A
L
L
.
E
X
T
E
R
I
O
R
S
I
D
E
T
O
B
E
S
T
U
C
C
O
C
O
A
T
E
D
C
M
U
C
M
U
W
A
L
L
-
8
"
(
U
.
N
.
O
.
)
B
R
G
.
H
T
.
@
8
'
-
0
'
'
A
F
F
1
/
2
"
G
Y
P
.
B
D
.
O
V
E
R
1
x
2
P
.
T
.
F
U
R
R
I
N
G
S
T
R
I
P
S
O
V
E
R
S
P
R
A
Y
A
P
P
L
I
E
D
F
O
A
M
I
N
S
U
L
A
T
I
O
N
O
V
E
R
8
"
C
M
U
W
A
L
L
.
E
X
T
E
R
I
O
R
S
I
D
E
T
O
B
E
S
T
U
C
C
O
C
O
A
T
E
D
C
M
U
L
I
V
I
N
G
G
A
R
A
G
E
L
A
N
A
I
E
N
T
R
Y
T
O
T
A
L
L
I
V
I
N
G
C
.
F
.
+
/
-
1
7
,
8
1
5
2
0
4
5
4
1
0
2
3
3
1
4
2
2
8
3
0
S
Q
U
A
R
E
F
O
O
T
A
G
E
TYPE DESIGNATIONF = FILLED WITH GROUT / U = UNFILLEDGRAVITY LOAD8F16-1B/1TNOMINAL WIDTHNOMINAL HEIGHT ADDED REBAR AT TOP OF QUANTITY OF #5 FIELDCOMPOSITE U-LINTEL FORUPLIFT LOADTOP OF COMPOSITE #5 FIELD ADDED REBAR ATU - LINTEL MIN. (1) REQ'D1-1/2" CLEARFIELD PLACED C.M.U.GROUT8" NOMINAL WIDTH 7-5/8" ACTUALBOTTOM REINFORCING #5 FIELD ADDED REBAR ATPROVIDED IN U-LINTEL(SEE REINFORCING SCHEDULE)For a 5’-10” overall length U-lintel Type 8F16-1B/1T:Safe superimposed gravity load = 4360 PLFSafe superimposed uplift load = 2080 PLFSafe superimposed lateral load = 339 PLF BOTTOM OF U-LINTEL CAVITY BOTTOM OF U-LINTEL CAVITY FOR QUANTITY OF #5 FIELD ADDED REBAR AT16" NOMINAL HEIGHT15-5/8" ACTUAL CASTCRETE PRECAST LINTEL SCHEDULEBeamCompositeSafeGravityLoadAppliedGravityLoadSafeUpliftLoadAppliedUpliftLoad24'-4''8F16-1B-1T6113<10002707<50044'-6''8F16-1B-1T61132707<1000<5005'-6''8F16-1B-1T4360<10002080<500 56'-2''8F16-1B-1T3480<10001868<500 67'-4''8F16-1B-1T2661<1000<5001624 77'-6''8F16-1B-1T2661<10001624<500 87'-8''8RF14-1B-1T1568<10001072<500 98'-0''8F16-1B-1T1843<10001136<500 109'-4''8F16-1B-1T<100018431136<500 1110'-4''8F16-1B-1T1533<1000916 12r<5008F16-1B-1T10'-8''1366<1000800<500 1312'-8''8F16-1B-1T1075<1000607<500 1417'-4''8F16-1B-1T950<1000405<500 1519-4''7508F16-1B-1T348<1000<500 5'-10''4360<10002080<5008F16-1B-1T 13'-8''8F16-1B-1T6113<10003060<50034'-6''8F16-1B-1T61132707<1000<5004'-8''8F16-1B-1T5365<10002276<50016171819 3'-0''8F16-1B-1T6113<10003524<500
P
O
S
T
S
C
H
E
D
U
L
E
T
H
R
E
E
2
x
4
S
T
U
D
S
N
A
I
L
E
D
T
O
G
E
T
H
E
R
W
I
T
H
1
6
d
N
A
I
L
S
E
A
C
H
F
A
C
E
A
T
1
2
"
o
.
c
.
S
T
A
R
T
I
N
G
A
T
6
"
F
R
O
M
E
N
D
S
;
A
T
T
A
C
H
T
O
G
I
R
D
E
R
/
T
R
U
S
S
A
T
T
O
P
W
/
(
2
)
S
I
M
P
S
O
N
"
H
T
S
2
0
"
&
A
T
B
O
T
T
O
M
W
/
(
1
)
S
I
M
P
S
O
N
"
H
T
T
4
"
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
F
O
R
N
A
I
L
S
A
N
D
B
O
L
T
S
.
N
O
T
E
:
F
O
R
2
x
6
W
A
L
L
U
S
E
2
x
6
S
T
U
D
S
P
-
1
P
O
S
T
T
H
R
E
E
2
x
4
S
T
U
D
S
N
A
I
L
E
D
T
O
G
E
T
H
E
R
W
I
T
H
1
6
d
N
A
I
L
S
E
A
C
H
F
A
C
E
A
T
1
2
"
o
.
c
.
S
T
A
R
T
I
N
G
A
T
6
"
F
R
O
M
E
N
D
S
;
A
T
T
A
C
H
T
O
G
I
R
D
E
R
/
T
R
U
S
S
A
T
T
O
P
W
/
(
1
)
S
I
M
P
S
O
N
"
M
G
T
"
&
A
T
B
O
T
T
O
M
W
/
(
2
)
S
I
M
P
S
O
N
"
H
T
T
4
"
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
F
O
R
N
A
I
L
S
A
N
D
B
O
L
T
S
.
N
O
T
E
:
P
A
D
T
R
U
S
S
A
S
R
E
Q
U
I
R
E
D
@
T
O
P
T
O
A
L
L
O
W
F
O
R
T
R
U
S
S
C
O
N
N
E
C
T
O
R
P
-
2
P
O
S
T
T
W
O
2
x
4
S
T
U
D
S
N
A
I
L
E
D
T
O
G
E
T
H
E
R
W
I
T
H
1
0
d
N
A
I
L
S
E
A
C
H
F
A
C
E
A
T
1
2
"
o
.
c
.
S
T
A
R
T
I
N
G
A
T
6
"
F
R
O
M
E
N
D
S
;
A
T
T
A
C
H
T
O
G
I
R
D
E
R
/
T
R
U
S
S
A
T
T
O
P
W
/
(
2
)
S
I
M
P
S
O
N
"
M
T
S
2
0
"
&
A
T
B
O
T
T
O
M
W
/
(
1
)
S
I
M
P
S
O
N
"
H
T
T
4
"
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
F
O
R
N
A
I
L
S
A
N
D
B
O
L
T
S
.
N
O
T
E
:
F
O
R
2
x
6
W
A
L
L
U
S
E
2
x
6
S
T
U
D
S
P
-
3
P
O
S
T
M
A
R
K
S
P
E
C
I
F
I
C
A
T
I
O
N
S
N
O
T
E
:
F
O
R
2
x
6
W
A
L
L
U
S
E
2
x
6
S
T
U
D
S
127'-8''8F16-1B-1T1843<10001136<500PRESTRESSEDPRESTRESSEDSIMPS
O
N
H
T
S
2
0
CONN
E
C
T
E
D
T
O
EA
C
H
T
R
U
S
S
ALON
G
F
R
A
M
E
D
BEARI
N
G
W
A
L
L
S
U
.
N
.
O
SIMPSON HTS20
CONNECTED TO
EACH TRUSS
ALONG FRAMED
BEARING WALLS
U.N.O
P
1
P
O
S
T
C
H
R
I
S
T
O
P
H
E
R
D
.
B
E
E
R
S
,
P
.
E
.
F
L
O
R
I
D
A
L
I
C
E
N
S
E
N
O
.
6
4
5
9
4
W
A
T
E
R
-
A
I
R
-
L
A
N
D
5
1
0
9
G
r
a
n
d
P
a
l
m
e
t
t
o
W
a
y
N
o
r
t
h
P
o
r
t
,
F
l
o
r
i
d
a
3
4
2
9
1
-
8
0
4
9
9
4
1
-
6
2
8
-
0
6
3
5
f
a
x
4
1
3
-
6
8
7
-
9
0
1
3
c
h
r
i
s
b
e
e
r
s
@
b
y
u
.
n
e
t
8
CRESTVIEW KW JSBA
JONATHAN SANTANA & BRITTANY AUTRY
S. BROCKSMITH RD
FT PIERCE FL 34945 511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953
P
1
0
5
/
2
2
/
2
0
P
2
0
6
/
0
9
/
2
0
P
3
0
7
/
0
3
/
2
0
P
4
0
7
/
0
7
/
2
0
P
5
0
9
/
2
2
/
2
0
4 SHLV
W
W
H
R&S R&S R&S
G
A
S
R
A
N
G
E
W
/
V
E
N
T
(
T
H
R
O
U
G
H
R
O
O
F
)
K
N
E
E
W
A
L
L
W
/
B
A
R
T
O
P
@
C
A
B
I
N
E
T
H
T
R
&
S
R&S
R
&
S
R&S
F
G
T
U
B
/
S
H
O
W
E
R
V
A
U
L
T
T
O
1
0
'
-
0
'
'
F
L
A
T
C
L
G
1
0
'
-
8
'
'
F
L
A
T
C
L
G
A
F
F
T
&
G
C
L
G
C
R
A
S
H
P
O
L
E
4
2
'
'
K
N
E
E
W
A
L
L
G
L
A
S
S
A
B
O
V
E
D
W
R
E
F
m
i
r
r
o
r
2X6 WALL
R-11 INSULATION
R-11 I
N
S
U
L
A
T
I
O
N
a
/
h
i
n
a
t
t
i
c
2
2
'
'
X
5
4
'
'
A
T
T
I
C
A
C
C
E
S
S
F
I
E
L
D
L
O
C
A
T
E
1
0
'
-
0
'
'
F
L
A
T
C
L
G
8
'
-
0
'
'
F
L
A
T
C
L
G
A
F
F
8'
-
0
'
'
F
L
A
T
C
L
G
8'-
0
'
'
F
L
A
T
C
L
G
8
'
-
0
'
'
F
L
A
T
C
L
G
8
'
-
0
'
'
F
L
A
T
C
L
G
8
'
-
0
'
'
F
L
A
T
C
L
G
M
A
S
T
E
R
S
U
I
T
E
L
A
N
A
I
B
A
T
H
2
BE
D
R
O
O
M
#
2
BE
D
R
O
O
M
#
3
BE
D
R
O
O
M
#
4
L
I
V
I
N
G
R
O
O
M
K
I
T
C
H
E
N
D
I
N
I
N
G
E
N
T
R
Y
F
O
Y
E
R
G
A
R
A
G
E
M
A
S
T
E
R
B
A
T
H
2
0
M
I
N
F
I
R
E
R
A
T
E
D
S
E
L
F
C
L
O
S
I
N
G
D
R
Y
V
E
N
T
T
H
R
U
R
O
O
F
1
6
'
X
7
'
O
H
D
S
H
3
5
2
8
6
8
S
C
2
8
6
8
4068 BF 2
SH 25 EGRESS SH 25 EGRESS
4068 BF 2 4068 BF 2
2868 2868
S
H
2
5
E
G
R
E
S
S
2668
2
8
6
8
2068 BF
38'' ARCH38'' ARCH
2868
SH25 EGRESS
2668
4068 BF 2
3068
4
'
-
6
"
2
'
-
1
0
"
2
'
-
0
"
1
6
'
-
0
"
2'-0"3'-2"1'-4"3'-2"19'-4"
1
5
'
-
7
"
3
'
-
2
"
4'-4"28'-4"
2
3
'
-
1
"
2
0
'
-
0
"
8
"
8
'
-
8
1
/
2
"
2
'
-
5
"
1
0
'
-
7
1
/
2
"
8"
8"12'-5 1/2"8'-3 1/2"
8"20'-2"11'-4"10'-10"11'-8"8"
1
8
'
-
8
"
8"
1
'
-
6
1
/
2
"
1
8
'
-
8
"
8"
7
'
-
6
1
/
2
"
3
'
-
8
"
1
3
'
-
0
1
/
2
"
8"
2
'
-
5
"
1
0
'
-
7
1
/
2
"
8"
7
'
-
0
"
2
'
-
5
"
1
0
'
-
7
1
/
2
"
8"
8"20'-2"
7'-4"4'-0"3'-10"7'-0"3'-2"2'-10 1/2"5'-7 1/2"8"
9
'
-
4
"
1
'
-
4
"
20'-7"8"8'-4"
1
7
'
-
5
1
/
2
"
2
0
'
-
9
1
/
2
"
3
'
-
8
"
2'-0"3'-0"3'-4"
12'-5 1/2"
S
H
3
5
3
0
6
8
8
'
-
0
'
'
F
L
A
T
C
L
G
A
F
F
7'-4"
1
'
-
4
"
8
'
-
8
"
1
'
-
4
"
1'-4"6'-0"
1
0
'
-
0
"
5
1
'
-
0
"
7'-4"
4'-4"8"
8
'
-
0
'
'
F
L
A
T
C
L
G
A
F
F
T
&
G
C
L
G
S
H
2
5
1
'
-
4
"
1
2
'
-
7
"
1
'
-
4
"
1
2
'
-
8
"
2
7
'
-
1
1
"
5
1
'
-
0
"
3
'
-
2
"
9
'
-
1
"
5
'
-
0
"
22'-0"7'-0"1'-4"
42'-8"8'-4"
58'-4"
1
2
'
'
C
O
F
F
E
R
C
L
G
W
/
C
R
O
W
N
R
E
C
E
S
S
S
H
O
W
E
R
5
'
T
U
B
6
'
'
C
O
F
F
E
R
C
L
G
W
/
C
R
O
W
N
8
"
1
2
'
-
2
"
4
'
-
0
"
2
8
6
8
3
'
-
0
"
3
'
-
4
"
8
"
4
'
-
6
"
1
'
-
4
"
10'-1"4'-6"5'-5 1/2"8"
8"
21'-3 1/2"
8
"
3
'
-
0
"
4
'
-
6
"
1
'
-
1
0
"
8
"
2
'
-
4
"
4
'
-
6
"
2
'
-
1
0
"
8
"
8
"
1
2
'
-
2
"
5'-10 1/2"3'-10"3'-0 1/2"
8
"
5
'
-
1
0
"
3
'
-
0
"
3
'
-
4
"
3
'
-
1
1
"
9
0
6
8
P
K
T
S
G
D
58'-4"
2"6"6'-8"
P
O
R
C
H
1
'
-
0
"
5'-4 1/2"2'-5"
3
'
-
6
"
5'-0'' OPEN
1
'
-
6
1
/
2
"
1
1
'
-
9
"
V
A
U
L
T
T
O
1
0
'
-
0
'
'
F
L
A
T
C
L
G
2
0
6
8
B
F
P
A
N
T
R
Y
2
'
-
4
"
2
'
-
6
"
6'-3 1/2"5'-0"
MICRO
ON SHELF
F
A
R
M
S
I
N
K
8"12'-5 1/2"
5
'
-
3
1
2
"
3
'
-
5
"
8
"
9
'
-
4
"
1
1
'
-
8
"
4
'
-
4
"
8
'
-
0
"
3'-2"17'-6"
3
'
-
4
"
3
'
-
0
"
55'-4"3'-0"
J
O
B
N
O
.
S
H
E
E
T
w
w
w
.
b
l
u
e
s
t
r
e
a
m
d
e
s
i
g
n
s
t
u
d
i
o
.
c
o
m
C
A
D
@
b
l
u
e
s
t
r
e
a
m
d
e
s
i
g
n
s
t
u
d
i
o
.
c
o
m
R
e
s
i
d
e
n
t
a
l
C
A
D
D
r
a
f
t
i
n
g
3
D
R
e
n
d
e
r
i
n
g
s
G
r
a
p
h
i
c
D
e
s
i
g
n
S
e
r
v
i
c
e
s
D
E
S
C
R
I
P
T
I
O
N
1
2
3
4
5
6
7
8
P
o
r
t
C
h
a
r
l
o
t
t
e
,
F
l
(
9
4
1
)
2
7
5
-
9
9
3
1
D
A
T
E
C
H
E
C
K
E
D
B
Y
:
D
E
S
I
G
N
B
Y
:
D
E
S
I
G
N
S
T
U
D
I
O
B
L
U
E
S
T
R
E
A
M
B
S
D
S
R
E
V
A
l
t
h
o
u
g
h
e
v
e
r
y
e
f
f
o
r
t
i
s
m
a
d
e
t
o
e
n
s
u
r
e
t
h
e
a
c
c
u
r
a
c
y
o
f
t
h
e
s
e
p
l
a
n
s
i
t
i
s
t
h
e
r
e
s
p
o
n
s
i
b
i
l
i
t
y
o
f
t
h
e
b
u
i
l
d
e
r
t
o
v
e
r
i
f
y
a
l
l
d
i
m
e
n
s
i
o
n
s
,
d
e
t
a
i
l
s
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
s
s
h
o
w
n
.
B
l
u
e
s
t
r
e
a
m
D
e
s
i
g
n
S
t
u
d
i
o
w
i
l
l
n
o
t
b
e
h
e
l
d
l
i
a
b
l
e
f
o
r
a
n
y
e
r
r
o
r
s
o
r
o
m
i
s
s
i
o
n
s
o
n
t
h
e
s
e
p
l
a
n
s
.
D
e
s
i
g
n
a
n
d
l
a
y
o
u
t
o
r
c
o
n
c
e
p
t
s
f
o
r
t
h
i
s
d
e
s
i
g
n
w
e
r
e
p
r
o
v
i
d
e
d
t
o
B
l
u
e
s
t
r
e
a
m
D
e
s
i
g
n
S
t
u
d
i
o
b
y
t
h
e
b
u
i
l
d
e
r
s
h
o
w
n
.
A
n
y
s
i
m
i
l
a
r
i
t
i
e
s
t
o
o
t
h
e
r
p
l
a
n
s
o
r
b
l
u
e
p
r
i
n
t
s
i
s
s
o
l
e
l
y
t
h
e
r
e
s
p
o
n
s
i
b
i
l
i
t
y
o
f
t
h
e
b
u
i
l
d
e
r
.
P
l
a
n
s
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
c
o
p
i
e
d
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
B
u
i
l
d
e
r
s
h
o
w
n
.
Builder:Project:
S
C
A
L
E
:
O
F
T
M
B
L
B
B
1
/
4
"
=
1
'
-
0
"
C
R
E
S
T
V
I
E
W
K
W
J
S
B
A
P
e
r
m
i
t
S
e
t
.
d
w
g
9
/
2
2
/
2
0
A
2
F
L
O
O
R
P
L
A
N
3
N
O
T
E
S
:
R
2
0
s
p
r
a
y
f
o
a
m
i
n
w
h
o
l
e
h
o
u
s
e
w
/
t
h
e
r
m
a
l
b
a
r
r
i
e
r
b
e
t
w
e
e
n
g
a
r
a
g
e
a
n
d
a
/
c
s
p
a
c
e
I
n
s
u
l
a
t
i
o
n
i
n
a
l
l
i
n
t
e
r
i
o
r
w
a
l
l
s
t
h
r
o
u
g
h
o
u
t
h
o
m
e
(
R
1
1
b
a
t
t
s
)