8 Unit Building PlansSHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:CS1COVER SHEET
MA
S
T
E
R
U
P
D
A
T
E
L
O
G
1 2
DESIGN SETUPDATEDRAFTEDBYENGINEERINGUPDATE
DE
S
C
R
I
P
T
I
O
N
NO
.
43
-
5
12/22/2016-
CR
E
A
T
E
D
M
A
S
T
E
R
DRAFTEDBY RLB 03/06/2017
VA
L
U
E
E
N
G
I
N
E
E
R
I
N
G
R
E
D
L
I
N
E
S
F
R
O
M
C
L
I
E
N
T
RLB
CS
1
C
O
V
E
R
A
N
D
I
N
D
E
X
S
H
E
E
T
CS
2
G
E
N
E
R
A
L
N
O
T
E
S
:
I
N
T
E
R
I
O
R
U
N
I
T
A1
.
0
S
L
A
B
I
N
T
E
R
F
A
C
E
P
L
A
N
A2
.
0
F
I
R
S
T
F
L
O
O
R
P
L
A
N
-
N
O
T
A
T
E
D
&
D
I
M
E
N
S
I
O
N
E
D
A3
.
0
S
E
C
O
N
D
F
L
O
O
R
P
L
A
N
-
N
O
T
A
T
E
D
&
D
I
M
E
N
S
I
O
N
E
D
A4
.
0
E
L
E
V
A
T
I
O
N
V
I
E
W
S
:
F
R
O
N
T
A
N
D
R
E
A
R
A5
.
0
B
U
I
L
D
I
N
G
&
S
T
A
I
R
S
E
C
T
I
O
N
S
A6
.
0
F
I
R
S
T
&
S
E
C
O
N
D
F
L
O
O
R
E
L
E
C
T
R
I
C
A
L
L
A
Y
O
U
T
:
I
N
T
E
R
I
O
R
U
N
I
T
A1
.
0
S
L
A
B
I
N
T
E
R
F
A
C
E
P
L
A
N
A2
.
0
F
I
R
S
T
F
L
O
O
R
P
L
A
N
-
N
O
T
A
T
E
D
&
D
I
M
E
N
S
I
O
N
E
D
A3
.
0
S
E
C
O
N
D
F
L
O
O
R
P
L
A
N
-
N
O
T
A
T
E
D
&
D
I
M
E
N
S
I
O
N
E
D
A4
.
0
E
L
E
V
A
T
I
O
N
V
I
E
W
S
:
F
R
O
N
T
A
N
D
R
E
A
R
A5
.
0
B
U
I
L
D
I
N
G
&
S
T
A
I
R
S
E
C
T
I
O
N
S
A6
.
0
F
I
R
S
T
&
S
E
C
O
N
D
F
L
O
O
R
E
L
E
C
T
R
I
C
A
L
L
A
Y
O
U
T
:
E
N
D
U
N
I
T
A1
.
0
S
L
A
B
I
N
T
E
R
F
A
C
E
P
L
A
N
A2
.
0
F
I
R
S
T
F
L
O
O
R
P
L
A
N
-
N
O
T
A
T
E
D
&
D
I
M
E
N
S
I
O
N
E
D
A3
.
0
S
E
C
O
N
D
F
L
O
O
R
P
L
A
N
-
N
O
T
A
T
E
D
&
D
I
M
E
N
S
I
O
N
E
D
A4
.
0
E
L
E
V
A
T
I
O
N
V
I
E
W
S
:
F
R
O
N
T
,
R
E
A
R
A
N
D
S
I
D
E
A5
.
0
B
U
I
L
D
I
N
G
&
S
T
A
I
R
S
E
C
T
I
O
N
S
A6
.
0
F
I
R
S
T
&
S
E
C
O
N
D
F
L
O
O
R
E
L
E
C
T
R
I
C
A
L
L
A
Y
O
U
F1
.
0
S
L
A
B
I
N
T
E
R
F
A
C
E
P
L
A
N
:
M
E
R
G
E
D
8
-
U
N
I
T
F2
.
0
F
I
R
S
T
F
L
O
O
R
P
L
A
N
:
M
E
R
G
E
D
8
-
U
N
I
T
F3
.
0
S
E
C
O
N
D
F
L
O
O
R
P
L
A
N
:
M
E
R
G
E
D
8
-
U
N
I
T
F4
.
0
E
L
E
V
A
T
I
O
N
V
I
E
W
S
:
M
E
R
G
E
D
8
-
U
N
I
T
F5
.
0
R
O
O
F
P
L
A
N
:
M
E
R
G
E
D
8
-
U
N
I
T
AD
.
1
W
A
L
L
S
E
C
T
I
O
N
D
E
T
A
I
L
S
AD
.
2
F
L
A
S
H
I
N
G
D
E
T
A
I
L
S
AD
.
3
F
L
A
S
H
I
N
G
D
E
T
A
I
L
S
AD
.
4
S
T
U
C
C
O
/
F
L
A
S
H
I
N
G
D
E
T
A
I
L
S
AD
.
5
S
T
U
C
C
O
/
F
L
A
S
H
I
N
G
D
E
T
A
I
L
S
AD
.
6
S
T
U
C
C
O
/
F
L
A
S
H
I
N
G
D
E
T
A
I
L
S
AD
.
7
S
T
U
C
C
O
/
F
L
A
S
H
I
N
G
D
E
T
A
I
L
S
8-
U
N
I
T
B
U
I
L
D
I
N
G
TH
O
R
N
B
R
O
O
K
E
T
O
W
N
H
O
M
E
S
MA
S
T
E
R
F
I
L
E
13
3
N
.
W
H
I
T
E
C
E
D
A
R
R
O
A
D
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:CS2GENERAL NOTES
1.
A
T
T
I
C
A
C
C
E
S
S
H
A
T
C
H
S
H
A
L
L
B
E
A
M
I
N
I
M
U
M
O
F
2
2
"
x
3
0
"
,
W
I
T
H
W
E
A
T
H
E
R
S
T
R
I
P
P
I
N
G
AR
O
U
N
D
O
P
E
N
I
N
G
,
A
N
D
3
0
"
M
I
N
I
M
U
M
H
E
A
D
R
O
O
M
.
A
C
C
ES
S
L
I
D
S
H
A
L
L
H
A
V
E
R
-
3
0
IN
S
U
L
A
T
I
O
N
B
A
C
K
I
N
G
.
AT
T
I
C
A
C
C
E
S
S
DIM
E
N
S
I
O
N
S
&
A
R
E
A
C
A
L
C
U
L
A
T
I
O
N
S
1.
A
L
L
F
I
R
S
T
F
L
O
O
R
D
I
M
E
N
S
I
O
N
S
A
R
E
F
R
O
M
T
H
E
I
N
T
E
R
I
O
R
F
A
C
E
O
F
T
H
E
C
M
U
(
B
E
I
N
G
7
58"),
WH
I
C
H
D
O
E
S
IN
C
L
U
D
E
F
I
N
I
S
H
E
S
(
S
T
U
C
C
O
,
F
U
R
R
I
N
G
S
T
R
I
P
S
,
O
R
D
R
Y
W
A
L
L
)
,
T
O
T
H
E
FA
C
E
O
F
T
H
E
S
T
U
D
W
I
T
H
I
N
T
H
E
I
N
T
E
R
I
O
R
W
A
L
L
,
E
X
C
L
U
D
I
N
G
D
R
Y
W
A
L
L
.
2.
A
L
L
S
E
C
O
N
D
F
L
O
O
R
D
I
M
E
N
S
I
O
N
S
A
R
E
F
R
O
M
T
H
E
E
X
T
E
R
I
O
R
F
A
C
E
O
F
T
H
E
E
X
T
E
R
I
O
R
WA
L
L
S
T
U
D
S
,
E
X
C
L
U
D
I
N
G
E
X
T
E
R
I
O
R
F
I
N
I
S
H
E
S
,
T
O
T
H
E
F
A
C
E
O
F
T
H
E
S
T
U
D
W
I
T
H
I
N
T
H
E
IN
T
E
R
I
O
R
W
A
L
L
,
E
X
C
L
U
D
I
N
G
D
R
Y
W
A
L
L
.
3.
: F
U
R
R
I
N
G
S
T
R
I
P
S
S
H
O
W
N
,
B
U
T
D
I
M
E
N
S
I
O
N
E
D
T
O
,
U
N
L
E
S
S
NO
T
E
D
O
T
H
E
R
W
I
S
E
.
4.
T
Y
P
I
C
A
L
I
N
T
E
R
I
O
R
S
T
U
D
W
A
L
L
S
A
R
E
T
R
U
E
M
E
A
S
U
R
E
(
B
E
I
N
G
3
12"
x
1
12"
=
2
x
4
)
5.
T
Y
P
I
C
A
L
M
A
S
O
N
R
Y
W
A
L
L
S
A
R
E
T
R
U
E
M
E
A
S
U
R
E
(
B
E
I
N
G
7
58" x
1
5
58" X
7
58" T
A
L
L
)
6.
S
Q
U
A
R
E
F
O
O
T
A
G
E
C
A
L
C
U
L
A
T
I
O
N
S
A
R
E
M
E
A
S
U
R
E
D
T
O
T
H
E
E
X
T
E
R
I
O
R
F
A
C
E
O
F
T
H
E
CE
M
E
N
T
I
T
I
O
U
S
F
I
N
I
S
H
,
M
A
S
O
N
R
Y
V
E
N
E
E
R
,
O
R
S
I
D
I
N
G
(
P
E
R
E
L
E
V
A
T
I
O
N
)
A
S
O
U
T
L
I
N
E
D
I
N
TH
E
A
M
E
R
I
C
A
N
N
A
T
I
O
N
A
L
S
T
A
N
D
A
R
D
S
I
N
S
T
I
T
U
T
E
I
N
C
.
A
N
S
I
Z
7
6
5
-
2
0
0
3
.
1. WALLS WHICH SEPARATE CONDITIONED LIVING SPACE FROM UNCONDITIONED ATTIC SPACE SHALL BE INSULATED WITH R-19 BATTING INSULATION (MINIMUM).2. CEILINGS WHICH SEPARATE CONDITIONED LIVING SPACE FROM UNCONDITIONED ATTIC SPACE SHALL BE INSULATED WITH R-30 INSULATION (MINIMUM) OF ANY TYPE.INSULATION
1.
T
H
E
I
N
C
L
U
D
E
D
E
L
E
C
T
R
I
C
A
L
P
O
W
E
R
A
N
D
L
I
G
H
T
I
N
G
L
A
Y
O
U
T
S
H
E
E
T
S
A
R
E
I
N
C
L
U
D
E
D
A
S
A
CO
U
R
T
E
S
Y
A
N
D
A
R
E
T
O
B
E
V
I
E
W
E
D
A
S
. P
L
E
A
S
E
N
O
T
E
:
T
H
E
EL
E
C
T
R
I
C
A
L
S
H
E
E
T
S
A
R
E
N
O
T
S
I
G
N
,
S
E
A
L
E
D
N
O
R
C
E
R
T
I
F
I
E
D
B
Y
M
C
D
.
2.
A
L
L
C
O
M
P
O
N
E
N
T
L
O
C
A
T
I
O
N
S
A
S
S
H
O
W
N
M
A
Y
B
E
C
H
A
N
G
E
D
A
T
T
H
E
S
O
L
E
D
I
S
C
R
E
T
I
O
N
O
F
BU
I
L
D
E
R
O
R
T
H
E
I
R
L
I
C
E
N
S
E
D
C
O
N
T
R
A
C
T
O
R
I
N
O
R
D
E
R
T
O
C
O
M
P
L
Y
W
I
T
H
A
N
Y
A
N
D
A
L
L
RE
I
G
N
I
N
G
C
O
D
E
R
E
Q
U
I
R
E
M
E
N
T
S
.
3.
E
L
E
C
T
R
I
C
A
L
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
A
L
L
E
L
E
C
T
R
I
C
A
L
P
E
R
M
I
T
S
,
A
L
L
A
P
P
L
I
C
A
B
L
E
I
N
F
O
R
M
A
T
I
O
N
R
E
Q
U
I
R
E
D
T
O
O
B
T
A
I
N
P
E
R
M
I
T
S
A
N
D
I
S
R
ES
P
O
N
S
I
B
L
E
F
O
R
T
H
E
I
N
S
T
A
L
L
A
T
I
O
N
,
O
P
E
R
A
T
I
O
N
A
N
D
H
A
N
D
L
I
N
G
O
F
A
L
L
E
L
E
C
T
R
I
C
A
L
C
O
M
P
O
N
E
N
T
S
.
EL
E
C
T
R
I
C
A
L
. C
O
N
T
R
A
C
T
O
R
S
S
H
A
L
L
V
E
R
I
F
Y
A
N
D
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
D
I
M
E
N
S
I
O
N
S
A
N
D
C
O
N
D
I
T
I
O
N
S
O
F
T
H
E
E
N
T
I
R
E
B
U
I
L
D
-
O
U
T
.
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
DE
S
I
G
N
O
F
W
M
R
A
N
D
A
S
S
O
C
I
A
T
E
S
,
L
L
C
M
U
S
T
B
E
N
O
T
I
F
I
E
D
I
N
W
R
I
T
I
N
G
O
F
A
N
Y
V
A
R
I
A
T
I
O
N
F
R
O
M
T
H
E
D
I
M
E
N
S
I
O
N
S
,
C
O
N
D
I
T
I
O
N
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
NS
A
P
P
E
A
R
I
N
G
O
N
T
H
E
S
E
P
L
A
N
S
,
U
N
L
E
S
S N
O
T
E
D
O
T
H
E
R
W
I
S
E
,
I
N
O
R
D
E
R
T
O
PR
O
V
I
D
E
T
H
E
C
O
R
R
E
C
T
R
E
V
I
S
I
O
N
D
O
C
U
M
E
N
T
A
T
I
O
N
PR
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
O
F
A
N
Y
C
O
M
P
O
N
E
N
T
W
I
T
H
I
N
T
H
E
S
T
R
U
C
T
U
R
E
.
W
I
T
H
O
U
T
T
H
E
A
P
P
R
O
P
R
I
A
T
E
D
O
C
U
M
E
N
T
A
T
I
O
N
A
N
D
C
O
M
M
U
N
I
C
A
T
I
O
N
F
R
O
M
E
I
T
H
E
R
B
U
I
L
D
E
R
AN
D
/
O
R
C
O
N
T
R
A
C
T
O
R
A
N
D
T
H
E
I
R
S
U
B
S
,
S
A
I
D
I
N
D
I
V
I
D
U
A
L
S
A
N
D
T
H
E
I
R
B
U
S
I
NE
S
S
E
S
D
O
H
O
L
D
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
O
F
W
M
R
A
N
D
A
S
S
O
C
I
A
T
E
S
, L
L
C
H
A
R
M
L
E
S
S
O
F
A
N
Y
L
I
A
B
I
L
I
T
Y
.
IS
S
U
A
N
C
E
,
S
I
G
N
,
A
N
D
S
E
A
L
C
E
R
T
I
F
I
C
AT
I
O
N
O
F
T
H
I
S
P
L
A
N
S
E
T
D
O
E
S
N
O
T
R
E
L
I
E
V
E
T
H
E
B
U
I
L
DE
R
A
N
D
T
H
E
I
R
S
U
B
S
A
N
D
/
O
R
T
R
A
D
E
S
P
A
R
T
N
E
R
S
R
E
S
P
ON
S
I
B
I
L
I
T
Y
T
O
R
E
V
I
E
W
A
N
D
V
E
R
I
F
Y
AD
H
E
R
E
N
C
E
T
O
A
N
Y
A
P
P
L
I
C
A
B
L
E
C
O
D
E
S
OF
T
H
E
R
E
I
G
N
I
N
G
M
U
N
I
C
I
P
A
L
I
T
Y
P
R
I
O
R
T
O
C
O
M
M
E
N
C
E
M
E
N
T
.
A
N
Y
D
I
S
C
R
E
P
A
NC
I
E
S
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
A
T
T
E
N
T
I
O
N
O
F
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
ES
I
G
N
O
F
W
M
R
A
N
D
A
S
S
O
C
I
A
T
E
S
,
L
L
C
P
R
I
O
R
T
O
C
O
M
M
E
N
C
E
M
E
N
T
.
AL
L
T
H
I
R
D
P
A
R
T
Y
I
N
F
O
R
M
A
T
I
O
N
,
S
H
O
P
D
R
A
W
I
N
G
S
,
A
N
D
C
O
M
P
O
N
E
N
T
A
S
S
E
M
B
L
Y
LA
Y
O
U
T
S
M
U
S
T
B
E
A
P
P
R
O
V
E
D
B
Y
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
O
F
W
M
R
A
N
D
A
S
S
O
C
I
A
T
E
S
,
L
L
C
P
R
I
O
R
T
O
P
E
R
M
I
T
R
E
Q
U
E
S
T
S
U
B
M
I
S
S
I
O
N
.
1.
I
T
I
S
T
H
E
S
O
L
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
P
L
U
M
B
E
R
T
O
V
E
R
I
F
Y
T
H
E
A
CC
U
R
A
C
Y
O
F
PL
U
M
B
I
N
G
F
I
X
T
U
R
E
L
O
C
A
T
I
O
N
S
A
S
D
E
P
I
C
T
E
D
I
N
T
H
I
S
S
E
T
O
F
P
L
A
N
S
,
V
E
R
I
F
Y
T
H
E
AC
C
U
R
A
C
Y
O
F
T
H
E
S
U
P
P
L
Y
A
N
D
W
A
S
T
E
L
I
N
E
S
I
Z
E
,
A
N
D
V
E
R
I
F
Y
C
L
E
A
R
A
N
C
E
S
A
R
O
U
N
D
PL
U
M
B
I
N
G
A
S
S
E
M
B
L
I
E
S
C
O
M
P
L
Y
W
I
T
H
M
I
N
I
M
U
M
C
O
D
E
S
T
A
N
D
A
R
D
S
.
2.
A
L
L
P
L
U
M
B
I
N
G
D
I
M
E
N
S
I
O
N
S
A
R
E
A
P
P
R
O
X
I
M
A
T
E
F
R
O
M
T
H
E
C
E
N
T
E
R
L
I
N
E
O
F
T
H
E
F
I
X
T
U
R
E
TO
T
H
E
E
X
T
E
R
I
O
R
S
L
A
B
E
D
G
E
.
3.
A
L
L
C
O
M
P
O
N
E
N
T
L
O
C
A
T
I
O
N
S
A
S
S
H
O
W
N
M
A
Y
B
E
C
H
A
N
G
E
D
A
T
T
H
E
S
O
L
E
D
I
S
C
R
E
T
I
O
N
O
F
BU
I
L
D
E
R
O
R
T
H
E
I
R
L
I
C
E
N
S
E
D
C
O
N
T
R
A
C
T
O
R
I
N
O
R
D
E
R
T
O
C
O
M
P
L
Y
W
I
T
H
A
N
Y
R
E
I
G
N
I
N
G
MU
N
I
C
I
P
A
L
I
T
Y
C
O
D
E
R
E
Q
U
I
R
E
M
E
N
T
S
.
H
O
W
E
V
E
R
,
C
H
A
N
G
E
S
N
E
E
D
E
D
S
H
A
L
L
B
E
BR
O
U
G
H
T
T
O
T
H
E
A
T
T
E
N
T
I
O
N
O
F
M
C
D
I
N
W
R
I
T
I
N
G
P
R
I
O
R
T
O
C
O
M
M
E
N
C
E
M
E
N
T
.
4.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
A
L
L
P
L
U
M
B
I
N
G
P
E
R
M
I
T
S
,
A
L
L
A
P
P
L
I
C
A
B
L
E
I
N
F
O
R
M
A
T
I
O
N
R
E
Q
U
I
R
E
D
T
O
O
B
T
A
I
N
P
E
R
M
I
T
S
,
A
N
D
I
S
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
I
N
S
T
A
L
L
A
T
I
O
N
,
O
P
E
R
A
T
I
O
N
A
N
D
H
A
N
D
L
I
N
G
O
F
A
L
L
P
L
U
M
B
I
N
G
C
O
M
P
O
N
E
N
T
S
A
N
D
A
S
S
E
M
B
L
I
E
S
.
PL
U
M
B
I
N
G
1.
T
H
E
B
U
I
L
D
E
R
A
N
D
T
H
E
I
R
S
U
B
S
A
R
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
C
H
O
O
S
I
N
G
T
H
E
E
X
A
C
T
M
A
T
E
R
I
A
L
S
AN
D
A
S
S
E
M
B
L
I
E
S
A
S
D
E
P
I
C
T
E
D
W
I
T
H
I
N
F
B
C
A
N
D
A
S
D
E
P
I
C
T
E
D
F
U
R
T
H
E
R
W
I
T
H
I
N
T
H
A
T
DO
C
U
M
E
N
T
S
S
U
B
C
A
T
E
G
O
R
Y
S
T
A
N
D
A
R
D
S
F
O
R
A
P
P
R
O
P
R
I
A
T
E
A
S
S
E
M
B
L
I
E
S
I
N
R
E
L
A
T
E
D
AP
P
L
I
C
A
T
I
O
N
L
O
C
A
T
I
O
N
S
.
2
A
P
P
R
O
V
E
D
C
O
R
R
O
S
I
O
N
-
R
E
S
I
S
T
A
N
T
F
L
A
S
H
I
N
G
SH
A
L
L
B
E
I
N
S
T
A
L
L
E
D
A
T
A
L
L
R
E
Q
U
I
R
E
D
LO
C
A
T
I
O
N
S
P
E
R
(
R
7
0
3
&
R
9
0
3
)
.
A
L
L
R
O
O
F
A
N
D
W
A
L
L
I
N
T
E
R
S
E
C
T
I
O
N
S
,
A
L
L
W
A
L
L
A
N
D
DE
C
K
I
N
T
E
R
S
E
C
T
I
O
N
S
,
A
T
G
U
T
T
E
R
S
,
A
T
A
L
L
C
H
A
N
G
E
S
I
N
R
O
O
F
S
L
O
P
E
O
R
D
I
R
E
C
T
I
O
N
,
AN
D
A
R
O
U
N
D
A
L
L
R
O
O
F
P
E
N
E
T
R
A
T
I
O
N
S
A
N
D
O
P
E
N
I
N
G
S
.
3.
A
P
P
R
O
V
E
D
C
O
R
R
O
S
I
O
N
-
R
E
S
I
S
T
A
N
T
F
L
A
S
H
I
N
G
SH
A
L
L
B
E
A
P
P
L
I
E
D
I
N
A
S
H
I
N
G
L
E
F
A
S
H
I
O
N
IN
S
U
C
H
A
M
A
N
N
E
R
A
S
T
O
P
R
E
V
E
N
T
E
N
T
R
Y
O
F
W
A
T
E
R
I
N
T
O
T
H
E
W
A
L
L
C
A
V
I
T
Y
O
R
PE
N
E
T
R
A
T
I
O
N
O
F
W
A
T
E
R
T
O
T
H
E
B
U
I
L
D
I
N
G
S
T
R
U
C
T
U
R
A
L
F
R
A
M
I
N
G
C
O
M
P
O
N
E
N
T
S
.
4.
P
R
O
V
I
D
E
F
L
A
S
H
I
N
G
,
C
O
U
N
T
E
R
F
L
A
S
H
I
N
G
,
B
A
C
K
E
R
R
O
D
S
,
T
O
P
Q
U
A
L
I
T
Y
S
E
A
L
A
N
T
A
N
D
/
O
R
W
A
T
E
R
P
R
O
O
F
I
N
G
S
Y
S
T
E
M
S
T
O
E
N
S
U
R
E
W
A
T
E
R
P
R
O
O
F
C
O
N
N
E
C
T
I
O
N
S
A
T
J
O
I
N
T
S
A
N
D
I
N
T
E
R
S
E
C
T
I
O
N
S
O
F
A
L
L
M
A
T
E
R
I
A
L
S
,
S
I
M
I
L
A
R
O
R
D
I
S
S
I
M
I
L
A
R
A
S
R
E
Q
U
I
R
E
D
.
FL
A
S
H
I
N
G
1.
C
E
M
E
N
T
,
F
I
B
E
R
-
C
E
M
E
N
T
,
O
R
G
L
A
S
S
M
A
T
G
Y
P
S
U
M
B
O
A
R
D
(
N
O
G
R
E
E
N
B
O
A
R
D
A
L
L
O
W
E
D
)
IN
C
O
M
P
L
I
A
N
C
E
W
I
T
H
A
S
T
M
C
1
2
8
8
,
C
1
3
2
5
,
O
R
C
1
1
7
8
A
N
D
I
N
S
T
A
L
L
E
D
I
N
A
C
C
O
R
D
A
N
C
E
WIT
H
M
A
N
U
F
A
C
T
U
R
E
R
R
E
Q
U
I
R
E
M
E
N
T
S
S
H
A
L
L
B
E
U
S
E
D
A
S
B
A
C
K
E
R
S
F
O
R
W
A
L
L
T
I
L
E
I
N
TU
B
A
N
D
S
H
O
W
E
R
A
R
E
A
S
,
A
N
D
W
A
L
L
P
A
N
E
L
S
I
N
S
H
O
W
E
R
A
N
D
W
E
T
A
R
EA
S
.
TU
B
&
S
H
O
W
E
R
A
R
E
A
T
I
L
E
1.
OU
T
D
O
O
R
D
I
S
C
H
A
R
G
E
: T
H
E
A
I
R
R
E
M
O
V
E
D
B
Y
E
V
E
R
Y
M
E
C
H
A
N
I
C
A
L
E
X
H
A
U
S
T
S
Y
S
T
E
M
SH
A
L
L
B
E
D
I
S
C
H
A
R
G
E
D
T
O
T
H
E
O
U
T
D
O
O
R
S
.
A
I
R
S
H
A
L
L
N
O
T
B
E
E
X
H
A
U
S
T
E
D
I
N
T
O
A
N
AT
T
I
C
,
S
O
F
F
I
T
,
R
I
D
G
E
V
E
N
T
O
R
C
R
A
W
L
S
P
A
C
E
.
2.
E
X
H
A
U
S
T
A
I
R
F
R
O
M
B
A
T
H
R
O
O
M
S
A
N
D
T
O
I
L
E
T
R
O
O
M
S
S
H
A
L
L
N
O
T
B
E
R
E
-
C
I
R
C
U
L
A
T
E
D
WIT
H
I
N
A
R
E
S
I
D
E
N
C
E
O
R
T
O
A
N
O
T
H
E
R
D
W
E
L
L
I
N
G
U
N
I
T
A
N
D
S
H
A
L
L
B
E
E
X
H
A
U
S
T
E
D
DIR
E
C
T
L
Y
T
O
T
H
E
O
U
T
D
O
O
R
S
.
E
X
H
A
U
S
T
A
I
R
F
R
O
M
B
A
T
H
R
O
O
M
S
A
N
D
T
O
I
L
E
T
R
O
O
M
S
SH
A
L
L
N
O
T
D
I
S
C
H
A
R
G
E
I
N
T
O
A
N
A
T
T
I
C
,
C
R
A
W
L
S
P
A
C
E
,
O
R
O
T
H
E
R
A
R
E
A
S
I
N
S
I
D
E
T
H
E
BU
I
L
D
I
N
G
.
3.
DU
C
T
L
E
N
G
T
H
: T
H
E
M
A
X
I
M
U
M
L
E
N
G
T
H
O
F
A
C
L
O
T
H
E
S
D
R
Y
E
R
E
X
H
A
U
S
T
D
U
C
T
S
H
A
L
L
N
O
T
EX
C
E
E
D
2
5
F
E
E
T
F
R
O
M
T
H
E
D
R
Y
E
R
L
O
C
A
T
I
O
N
T
O
T
H
E
W
A
L
L
O
R
R
O
O
F
T
E
R
M
I
N
A
T
I
O
N
.
TH
E
M
A
X
I
M
U
M
L
E
N
G
T
H
O
F
T
H
E
D
U
C
T
S
H
A
L
L
B
E
R
E
D
U
C
E
D
2
.
5
F
E
E
T
(
76
2
m
m
)
F
O
R
E
A
C
H
45
D
E
G
R
E
E
(
0
.
7
9
R
A
D
)
B
E
N
D
A
N
D
5
F
E
E
T
(
1
5
2
4
m
m
)
F
O
R
E
A
C
H
9
0
D
E
G
R
E
E
(
1
.
6
R
A
D
)
BE
N
D
.
T
H
E
M
A
X
I
M
U
M
L
E
N
G
T
H
O
F
T
H
E
E
X
H
A
U
S
T
D
U
C
T
D
O
E
S
N
O
T
I
N
C
L
U
D
E
T
H
E
TR
A
N
S
I
T
I
O
N
D
U
C
T
.
E
X
C
E
P
T
I
O
N
-
W
H
E
R
E
A
C
L
O
T
H
E
S
D
R
Y
E
R
B
O
O
S
T
E
R
F
A
N
I
S
I
N
S
T
A
L
L
E
D
AN
D
L
I
S
T
E
D
A
N
D
L
A
B
E
L
E
D
F
O
R
T
H
E
A
P
P
L
I
C
A
T
I
O
N
,
T
H
E
M
A
X
I
M
U
M
L
E
N
G
T
H
O
F
T
H
E
EX
H
A
U
S
T
D
U
C
T
,
I
N
C
L
U
D
I
N
G
A
N
Y
T
R
A
N
S
I
T
I
O
N
D
U
C
T
,
S
H
A
L
L
B
E
P
E
R
M
I
T
T
E
D
T
O
B
E
I
N
AC
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
B
O
O
S
T
E
R
F
A
N
M
A
N
U
F
A
C
T
U
R
E
R
'
S
I
N
S
T
A
L
L
A
T
I
O
N
IN
S
T
R
U
C
T
I
O
N
S
.
W
H
E
R
E
A
C
L
O
T
H
E
S
D
R
Y
E
R
B
O
O
S
T
E
R
F
A
N
I
S
I
N
S
T
A
L
L
E
D
A
N
D
N
O
T
RE
A
D
I
L
Y
A
C
C
E
S
S
I
B
L
E
F
R
O
M
T
H
E
R
O
O
M
I
N
W
H
I
C
H
T
H
E
D
R
Y
E
R
I
S
L
O
C
A
T
E
D
,
A
PE
R
M
A
N
E
N
T
I
D
E
N
T
I
F
Y
I
N
G
L
A
B
E
L
S
H
A
L
L
B
E
P
L
A
C
E
D
A
D
J
A
C
E
N
T
T
O
W
H
E
R
E
T
H
E
E
X
H
A
U
S
T
DU
C
T
E
N
T
E
R
S
T
H
E
W
A
L
L
.
T
H
E
L
A
B
E
L
S
H
A
L
L
B
E
A
R
T
H
E
W
O
R
D
S
"
T
H
I
S
D
R
Y
E
R
E
X
H
A
U
S
T
SY
S
T
E
M
I
S
E
Q
U
I
P
P
E
D
W
I
T
H
A
R
E
M
O
T
E
L
Y
L
O
C
A
T
E
D
B
O
O
S
T
E
R
F
A
N
.
"
EX
H
A
U
S
T
V
E
N
T
I
L
A
T
I
O
N
ME
C
H
A
N
I
C
A
L
/
H
V
A
C
1.
E
N
E
R
G
Y
C
A
L
C
U
L
A
T
I
O
N
S
F
O
R
H
E
A
T
I
N
G
A
N
D
C
O
O
L
I
N
G
C
A
P
A
C
I
T
I
E
S
A
N
D
F
U
L
L
S
C
A
L
E
D
U
C
T
& V
E
N
T
I
N
G
L
A
Y
O
U
T
S
H
A
L
L
B
E
F
U
R
N
I
S
H
E
D
B
Y
O
T
H
E
R
S
A
S
A
N
A
T
T
A
C
H
M
E
N
T
T
O
T
H
I
S
P
L
A
N
SE
T
A
T
T
H
E
T
I
M
E
O
F
A
P
P
L
I
C
A
T
I
O
N
F
O
R
P
E
R
M
I
T
.
2.
M
E
C
H
A
N
I
C
A
L
A
P
P
L
I
A
N
C
E
S
S
H
A
L
L
B
E
A
C
C
E
S
S
I
B
L
E
F
O
R
I
N
S
P
E
C
T
I
O
N
,
S
E
R
V
I
C
E
,
R
E
P
A
I
R
,
AN
D
R
E
P
L
A
C
E
M
E
N
T
W
I
T
H
O
U
T
R
E
M
O
V
I
N
G
P
E
R
M
A
N
E
N
T
C
O
N
S
T
R
U
C
T
I
O
N
,
O
T
H
E
R
AP
P
L
I
A
N
C
E
S
,
O
R
A
N
Y
O
T
H
E
R
P
I
P
I
N
G
O
R
D
U
C
T
S
N
O
T
C
O
N
N
E
C
T
E
D
T
O
T
H
E
AP
P
L
I
A
N
C
E
BE
I
N
G
I
N
S
P
E
C
T
E
D
,
S
E
R
V
I
C
E
D
,
R
E
P
A
I
R
E
D
,
O
R
R
E
P
L
A
C
E
D
.
A
L
E
V
E
L
W
O
R
K
I
N
G
S
P
A
C
E
A
T
LE
A
S
T
3
0
I
N
C
H
E
S
(
7
6
2
m
m
)
D
E
E
P
A
N
D
3
0
I
N
C
H
E
S
(
7
6
2
mm
)
W
I
D
E
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
I
N
FR
O
N
T
O
F
T
H
E
C
O
N
T
R
O
L
S
I
D
E
T
O
S
E
R
V
I
C
E
A
N
A
P
P
L
I
A
N
C
E
.
3.
D
U
C
T
S
I
N
T
H
E
G
A
R
A
G
E
A
N
D
D
U
C
T
S
P
E
N
E
T
R
A
T
I
N
G
T
H
E
W
A
L
L
S
O
R
C
E
I
L
I
N
G
S
SE
P
A
R
A
T
I
N
G
TH
E
D
W
E
L
L
I
N
G
F
R
O
M
T
H
E
G
A
R
A
G
E
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
O
F
A
M
I
N
.
#
2
6
G
A
U
G
E
(
0
.
4
8
mm
)
S
H
E
E
T
S
T
E
E
L
O
R
1
"
M
I
N
.
R
I
G
I
D
N
O
N
-
M
E
T
A
L
L
I
C
C
L
AS
S
0
O
R
C
L
A
S
S
1
D
U
C
T
B
O
A
R
D
O
R
OT
H
E
R
A
P
P
R
O
V
E
D
M
AT
E
R
I
A
L
A
N
D
S
H
A
L
L
H
A
V
E
N
O
O
P
E
N
I
N
G
S
I
N
T
O
T
H
E
G
A
R
A
G
E
.
4.
F
O
U
N
D
A
T
I
O
N
S
A
N
D
S
U
P
P
O
R
T
S
F
O
R
O
U
T
D
O
O
R
M
E
C
H
A
N
I
C
A
L
SY
S
T
E
M
S
S
H
A
L
L
B
E
R
A
I
S
E
D
AT
L
E
A
S
T
3
I
N
C
H
E
S
(
7
6
m
m
)
A
B
O
V
E
T
H
E
F
I
N
I
SH
E
D
G
R
A
D
E
A
N
D
S
H
A
L
L
A
L
S
O
C
O
N
F
O
R
M
T
O
TH
E
M
A
N
U
F
A
C
T
U
R
E
R
'
S
I
N
S
T
A
L
L
A
T
I
O
N
I
N
S
T
R
U
C
T
I
O
N
S
.
5.
A
U
X
I
L
I
A
R
Y
D
R
A
I
N
P
A
N
.
C
A
T
E
G
O
R
Y
I
V
C
O
N
D
E
N
S
I
N
G
A
P
P
L
I
A
N
C
E
S
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
WI
T
H
A
N
A
U
X
I
L
I
A
R
Y
D
R
A
I
N
P
A
N
W
H
E
R
E
D
A
M
A
G
E
T
O
A
N
Y
B
U
I
L
D
I
N
G
C
O
M
P
O
N
E
N
T
W
I
L
L
OC
C
U
R
A
S
A
R
E
S
U
L
T
O
F
S
T
O
P
P
A
G
E
I
N
T
H
E
C
O
N
D
E
N
S
A
T
E
D
R
A
I
N
P
I
P
I
N
G
S
Y
S
T
E
M
.
T
H
E
S
E
PA
N
S
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
A
P
P
L
I
C
A
B
L
E
P
R
O
V
I
S
I
O
N
S
O
F
SE
C
T
I
O
N
S
M
1
4
1
1
.
4
TE
R
M
I
T
E
P
R
O
T
E
C
T
I
O
N
1.
T
E
R
M
I
T
E
P
R
O
T
E
C
T
I
O
N
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
F
B
C
R
3
1
8
A
N
D
A
L
L
R
E
L
A
T
E
D
SU
B
C
A
T
E
G
O
R
I
E
S
.
2.
P
R
O
T
E
C
T
I
V
E
S
L
E
E
V
E
S
A
R
O
U
N
D
P
I
P
I
N
G
P
E
N
E
T
R
A
T
I
N
G
C
O
NC
R
E
T
E
S
L
A
B
-
O
N
-
G
R
A
D
E
FL
O
O
R
S
S
H
A
L
L
N
O
T
B
E
O
F
C
E
L
L
U
L
O
S
E
C
O
N
T
A
I
N
I
NG
M
A
T
E
R
I
A
L
S
.
I
F
S
O
I
L
T
R
E
A
T
M
E
N
T
I
S
US
E
D
F
O
R
S
U
B
T
E
R
R
A
N
E
A
N
T
E
R
M
I
T
E
P
R
O
T
E
C
T
I
O
N
,
T
H
E
S
L
E
E
V
E
S
H
A
L
L
H
A
V
E
A
M
A
X
I
M
U
M
WA
L
L
T
H
I
C
K
N
E
S
S
O
F
0
.
0
1
0
I
N
C
H
,
A
N
D
B
E
S
E
A
L
E
D
W
I
T
H
I
N
T
H
E
S
L
A
B
U
S
I
N
G
A
NO
N
-
C
O
R
R
O
S
I
V
E
C
L
A
M
P
I
N
G
D
E
V
I
C
E
T
O
E
L
I
M
I
N
A
T
E
T
H
E
A
N
N
U
L
A
R
S
P
A
C
E
B
E
T
W
E
E
N
T
H
E
PIP
E
A
N
D
T
H
E
S
L
E
E
V
E
.
N
O
T
E
R
M
I
T
I
C
I
D
E
S
S
H
A
L
L
B
E
A
P
P
L
I
E
D
I
N
S
I
D
E
T
H
E
S
L
E
E
V
E
.
3.
C
O
N
D
E
N
S
A
T
E
L
I
N
E
S
,
I
R
R
I
G
A
T
I
O
N
/
S
P
R
I
N
K
L
E
R
S
Y
S
T
E
M
R
I
S
E
R
S
F
O
R
S
P
R
A
Y
H
E
A
D
S
,
A
N
D
RO
O
F
D
O
W
N
S
P
O
U
T
S
,
S
H
A
L
L
D
I
S
C
H
A
R
G
E
(3
0
5
m
m
)
A
W
A
Y
F
R
O
M
T
H
E
ST
R
U
C
T
U
R
E
S
I
D
E
W
A
L
L
,
W
H
E
T
H
E
R
B
Y
U
N
D
E
R
G
R
O
U
N
D
P
I
P
I
N
G
,
T
A
I
L
E
X
T
E
N
S
I
O
N
S
,
O
R
SP
L
A
S
H
B
L
O
C
K
S
.
G
U
T
T
E
R
S
W
I
T
H
D
O
W
N
S
P
O
U
T
S
A
R
E
R
E
Q
U
I
R
E
D
O
N
A
L
L
B
U
I
L
D
I
N
G
S
W
I
T
H
EA
V
E
S
O
F
L
E
S
S
T
H
A
N
6
I
N
C
H
E
S
(
1
5
2
m
m
)
H
O
R
I
Z
O
N
T
A
L
P
R
O
J
E
C
T
I
O
N
E
X
C
E
P
T
F
O
R
G
A
B
L
E
EN
D
R
A
K
E
S
O
R
O
N
A
R
O
O
F
A
B
O
V
E
A
N
O
T
H
E
R
R
O
O
F
.
CHANGE IN ELEVATION9'-4" 10'-0" VERTICAL ELEV. CALL OUTSHT. NO.DET. NO.0'-0"FIN. FL.A A4SHT. NO.SECT./DET. NO.:5 A4
A/C
AIR
C
O
N
D
I
T
I
O
N
E
R
AB
V
.
A
B
O
V
E
A.F
.
F
.
A
B
O
V
E
F
I
N
I
S
H
E
D
F
L
O
O
R
A.H
.
U
.
A
I
R
H
A
N
D
L
E
R
U
N
I
T
AL
T
.
AL
T
E
R
N
A
T
E
BD
.
BO
A
R
D
BD
R
M
B
E
D
R
O
O
M
B.F
.
BI
F
O
L
D
D
O
O
R
BM
BE
A
M
BO
T
BO
T
T
O
M
BR
G
.
B
E
A
R
I
N
G
C.C
.
CE
N
T
E
R
T
O
C
E
N
T
E
R
CL
G
.
C
E
I
L
I
N
G
CM
U
C
O
N
C
R
E
T
E
M
A
S
O
N
R
Y
U
N
I
T
CO
L
.
C
O
L
U
M
N
CO
N
N
.
C
O
N
N
E
C
T
I
O
N
CO
N
T
.
C
O
N
T
I
N
U
O
U
S
D.
DR
Y
E
R
(
A
P
P
L
I
A
N
C
E
)
DB
L
.
D
O
U
B
L
E
DE
T
.
D
E
T
A
I
L
DIA
.
DI
A
M
E
T
E
R
DIS
P
.
D
I
S
P
O
S
A
L
DIS
T
.
D
I
S
T
A
N
C
E
DV
DR
Y
E
R
V
E
N
T
DW
DI
S
H
W
A
S
H
E
R
EA
.
EA
C
H
EL
E
C
E
L
E
C
T
R
I
C
A
L
EL
E
V
E
L
E
V
A
T
I
O
N
EX
T
.
EX
T
E
R
I
O
R
EX
P
.
E
X
P
A
N
S
I
O
N
F.B
.
C
.
(
R
)
F
L
O
R
I
D
A
B
U
I
L
D
I
N
G
C
O
D
E
(R
E
S
I
D
E
N
T
I
A
L
)
FR
D
FR
E
N
C
H
D
O
O
R
F.F
.
E
.
F
I
N
I
S
H
E
D
F
L
O
O
R
E
L
E
V
A
T
I
O
N
F.A
.
FIX
E
D
G
L
A
S
S
F.D
.
FL
O
O
R
D
R
A
I
N
FL
FL
O
O
R
FN
D
T
F
O
U
N
D
A
T
I
O
N
FL
R
.
S
Y
S
.
F
L
O
O
R
S
Y
S
T
E
M
FT
.
F
O
O
T
/ FE
E
T
FT
G
.
F
O
O
T
I
N
G
GA
L
V
.
G
A
L
V
A
N
I
Z
E
D
G.
C
.
GE
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
G.F
.
I
.
G
R
O
U
N
D
F
A
U
L
T
I
N
T
E
RR
U
P
T
E
R
GL
GL
A
S
S
GY
P
.
G
Y
P
S
U
M
HC
HO
L
L
O
W
C
O
R
E
HD
R
HE
A
D
E
R
HG
T
HE
I
G
H
T
HH
HE
A
D
E
R
H
E
I
G
H
T
HB
HO
S
E
B
I
B
HS
HA
R
D
S
U
R
F
A
C
E
IN
T
IN
T
E
R
I
O
R
LA
U
N
D
.
L
A
U
N
D
R
Y
(
R
O
O
M
)
LA
V
.
LA
V
A
T
O
R
Y
L.
F
.
LIN
E
A
R
F
T
.
MA
X
.
M
A
X
I
M
U
M
MC
ME
D
I
C
I
N
E
C
A
B
I
N
E
T
MF
G
R
.
M
A
N
U
F
A
C
T
U
R
E
R
MIC
R
O
.
M
I
C
R
O
W
A
V
E
MIN
.
M
I
N
I
M
U
M
MIR
.
MIR
R
O
R
MO
N
O
M
O
N
O
L
I
T
H
I
C
NO
.
NU
M
B
E
R
NO
M
N
O
M
I
N
A
L
N.T
.
S
.
N
O
T
T
O
S
C
A
L
E
O.C
.
ON
C
E
N
T
E
R
OH
G
D
O
V
E
R
H
E
A
D
G
A
R
A
G
E
D
O
O
R
OP
T
.
O
P
T
I
O
N
A
L
OS
B
OR
I
E
N
T
E
D
S
T
R
A
N
D
B
O
A
R
D
P.C
.
PU
L
L
C
H
A
I
N
(
E
L
E
C
T
R
I
C
A
L
)
PC
P
B
P
O
R
T
L
A
N
D
C
E
M
E
N
T
B
A
S
E
D
P
L
A
S
T
E
R
PL
F
PO
U
N
D
S
P
E
R
L
I
N
E
A
L
F
O
O
T
PL
T
PL
A
T
E
PL
T
.
H
T
.
P
L
A
T
E
H
E
I
G
H
T
PR
E
-
E
N
G
P
R
E
-
E
N
G
I
N
E
E
R
E
D
PS
F
PO
U
N
D
S
P
E
R
S
Q
U
A
R
E
F
O
O
T
P.T
.
PR
E
S
S
U
R
E
T
R
E
A
T
E
D
RA
D
RA
D
I
U
S
RE
F
.
R
E
F
R
I
G
E
R
A
T
O
R
RE
Q
'
D
R
E
Q
U
I
R
E
D
RM
.
RO
O
M
RN
D
.
R
O
U
N
D
R.O
.
RO
U
G
H
O
P
E
N
I
N
G
R/S
H
R
O
D
&
S
H
E
L
F
SC
SO
L
I
D
C
O
R
E
SD
SM
O
K
E
D
E
T
E
C
T
O
R
S.F
.
SQ
U
A
R
E
F
T
.
SG
D
SL
I
D
I
N
G
G
L
A
S
S
D
O
O
R
SH
SI
N
G
L
E
H
U
N
G
SH
T
SH
E
E
T
SH
V
SH
E
L
V
E
S
SH
W
R
S
H
O
W
E
R
SIM
.
SI
M
I
L
A
R
S.P
.
F
.
S
P
R
U
C
E
P
I
N
E
F
I
R
SQ
SQ
U
A
R
E
S.Y
.
P
.
S
O
U
T
H
E
R
N
Y
E
L
L
O
W
P
I
N
E
TE
M
P
.
T
E
M
P
E
R
E
D
T.O
.
B
.
T
O
P
O
F
B
L
O
C
K
T.O
.
M
.
T
O
P
O
F
M
A
S
O
N
R
Y
T.O
.
P
.
T
O
P
O
F
P
L
A
T
E
TR
A
N
S
.
T
R
A
N
S
O
M
W
I
N
D
O
W
TY
P
.
TY
P
I
C
A
L
U.N
.
O
.
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
VE
R
T
.
V
E
R
T
I
C
A
L
V.L
.
VE
R
S
A
L
A
M
VT
R
VE
N
T
S
T
A
C
K
T
H
R
O
U
G
H
R
O
O
F
W
WA
S
H
E
R
(
A
P
P
L
I
A
N
C
E
)
w/
WIT
H
W/
C
WA
T
E
R
C
L
O
S
E
T
W.
A
.
WE
D
G
E
A
N
C
H
O
R
WP
WA
T
E
R
P
R
O
O
F
AB
B
R
E
V
I
A
T
I
O
N
S
:
FLORIDA BUILDING CODE (FBC), 5TH EDITION (2014) RESIDENTIAL BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05)SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-05)BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-05)AISC MANUAL OF STEEL CONSTRUCTION, ASD, LATEST EDITIONNATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITIONWOOD FRAMED CONSTRUCTION MANUAL, LATEST EDITIONAPA PLYWOOD DESIGN SPECIFICATIONS, LATEST EDITION NFPA 70A-05 AND NATIONAL ELECTRICAL CODE (NEC), LATEST EDITIONCODE REFERENCES:
GY
P
S
U
M
1.
U
S
E
1
/
2
"
C
E
I
L
I
N
G
O
R
S
A
G
R
E
S
I
S
T
A
N
T
B
O
A
R
D
F
O
R
2
4
"
O
.
C
.
F
R
A
M
I
N
G
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
SP
E
C
I
F
I
E
D
.
C
O
N
T
R
A
C
T
O
R
T
O
E
N
S
U
R
E
T
H
E
P
R
O
P
E
R
S
P
A
N
R
A
T
I
N
G
F
O
R
T
H
E
M
A
T
E
R
I
A
L
S
CH
O
S
E
N
.
2.
5
/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
B
O
A
R
D
S
H
A
L
L
B
E
U
S
E
D
O
N
C
E
I
L
I
N
G
I
N
G
A
R
A
G
E
W
H
E
N
L
I
V
I
N
G
SP
A
C
E
I
S
A
B
O
V
E
T
H
E
G
A
R
A
G
E
.
T
A
P
E
A
N
D
S
E
A
L
A
L
L
J
O
I
N
T
S
T
O
B
E
G
A
S
A
N
D
F
U
M
E
T
I
G
H
T
.
3.
A
L
L
A
P
P
L
I
C
A
T
I
O
N
S
O
F
G
Y
P
S
U
M
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
F
B
C
R
70
2
.
3
A
N
D
A
L
L
A
P
P
L
I
C
A
B
L
E
SU
B
C
A
T
E
G
O
R
I
E
S
.
Insulation R - Value Chart EXT. FRAME WALLS (WHEN APPLICABLE)CEILING INSULATIONR-VALUE (MINIMUM)R 13 R 30 MASONRY WALLSR 4.1ATTIC KNEE WALLSR 19
1.
A
L
L
D
O
O
R
A
N
D
W
I
N
D
O
W
A
S
S
E
M
B
L
I
E
S
A
N
D
I
N
S
T
A
L
L
A
T
I
O
N
S
S
H
A
L
L
M
E
E
T
O
R
E
X
C
E
E
D
T
H
E
RE
Q
U
I
R
E
M
E
N
T
S
O
F
T
H
E
F
.
B
.
C
.
5
T
H
E
D
I
T
I
O
N
(
2
0
1
4
)
R
E
S
I
D
E
N
T
I
A
L
.
2.
W
I
N
D
O
W
A
N
D
D
O
O
R
I
N
S
T
A
L
L
A
T
I
O
N
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
A
N
D
T
H
E
I
R
SU
B
C
O
N
T
R
A
C
T
O
R
(
S
)
A
S
P
E
R
T
H
E
I
R
C
H
O
S
E
N
W
I
N
D
O
W
M
A
N
U
F
A
C
T
U
R
E
R
'
S
I
N
S
T
A
L
L
A
T
I
O
N
RE
Q
U
I
R
E
M
E
N
T
S
T
O
M
E
E
T
D
E
S
I
G
N
P
R
E
S
S
U
R
E
S
A
N
D
M
U
S
T
H
A
V
E
A
T
E
S
T
E
D
,
F
L
O
R
I
D
A
AP
P
R
O
V
A
L
N
U
M
B
E
R
I
S
S
U
E
D
,
S
I
G
N
E
D
A
N
D
S
E
A
L
E
D
B
Y
A
L
I
C
E
N
S
E
D
E
N
G
I
N
E
E
R
F
R
O
M
T
H
E
ST
A
T
E
O
F
F
L
O
R
I
D
A
A
S
H
I
R
E
D
B
Y
T
H
E
M
A
N
U
F
A
C
T
U
R
E
R
.
3.
T
H
E
D
E
S
I
G
N
P
R
E
S
S
U
R
E
S
H
O
W
N
O
N
T
H
E
S
T
R
U
C
T
U
R
A
L
P
L
A
N
I
S
T
O
B
E
U
S
E
D
A
S
A
GU
I
D
E
L
I
N
E
F
O
R
P
R
O
P
E
R
W
I
N
D
O
W
A
N
D
D
O
O
R
D
E
S
I
G
N
C
R
I
T
E
R
I
A
.
4.
T
H
E
B
U
I
L
D
E
R
M
U
S
T
P
R
O
V
I
D
E
A
F
O
R
E
M
E
N
T
I
O
N
E
D
E
N
G
I
N
E
E
R
E
D
P
R
O
D
U
C
T
L
I
T
E
R
A
T
U
R
E
AN
D
I
N
S
T
A
L
L
A
T
I
O
N
D
E
T
A
I
L
S
F
R
O
M
T
H
E
M
A
N
U
F
A
C
T
U
R
E
R
F
O
R
A
L
L
E
X
T
E
R
I
O
R
D
O
O
R
S
(I
N
C
L
U
D
I
N
G
O
V
E
R
H
E
A
D
G
A
R
A
G
E
D
O
O
R
S
)
A
N
D
W
I
N
D
O
W
S
.
T
H
I
S
M
U
S
T
B
E
A
V
A
I
L
A
B
L
E
O
N
SIT
E
I
N
T
H
E
P
E
R
M
I
T
B
O
X
F
O
R
T
H
E
U
S
E
O
F
T
H
E
B
U
I
L
D
I
N
G
I
N
S
P
E
C
T
I
O
N
O
F
F
I
C
I
A
L
.
5.
T
H
E
B
U
I
L
D
E
R
M
U
S
T
P
R
O
V
I
D
E
A
M
E
T
A
L
T
H
R
E
S
H
O
L
D
A
T
A
L
L
E
X
T
E
R
I
O
R
D
O
O
R
S
T
Y
P
.
U
.
N
.
O
.
6.
P
R
O
V
I
D
E
T
E
M
P
E
R
E
D
G
L
A
S
S
A
N
D
/
O
R
L
A
M
I
N
A
T
E
D
S
A
F
E
T
Y
G
L
A
Z
I
N
G
A
T
A
L
L
H
A
Z
A
R
D
O
U
S
\
L
O
C
A
T
I
O
N
S
P
E
R
F
B
C
-
R
3
0
8
7.
A
L
L
D
O
O
R
S
L
E
A
D
I
N
G
F
R
O
M
T
H
E
G
A
R
A
G
E
T
O
T
H
E
I
N
T
E
R
I
O
R
S
P
A
C
E
S
H
A
L
L
B
E
S
O
L
I
D
C
O
R
E
OR
A
S
A
C
C
E
P
T
E
D
A
S
P
E
R
F
B
C
(
I
F
A
P
P
L
I
C
A
B
L
E
)
.
WIN
D
O
W
A
N
D
D
O
O
R
OCCUPANCY & CONSTRUCTION TYPE:WALL CONSTRUCTION OCCUPANCY : R-3 CONSTRUCTION TYPE: V-B1. ROOF SHINGLE SHALL BE INSTALLED IN ACCORDANCE WITH FBC SECTION R905 AND AS PER MANUFACTURER'S SPECIFICATIONS.2. ALL INSTALLATION SPECIFICATIONS SHALL BE CHOSEN AND SUBMITTED BY THE BUILDER.3. ALL MANUFACTURER SPECIFICATIONS THAT MAY CONFLICT WITH THIS CONSTRUCTIONDOCUMENT REQUIREMENTS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEEROF RECORD (MONTA CONSULTING & DESIGN) TO INSTALLATION COMMENCEMENTOF ANY MATERIALS.ROOF SHINGLE
ST
U
C
C
O
A
P
P
L
I
C
A
T
I
O
N
1.
T
H
E
B
U
I
L
D
E
R
A
N
D
T
H
E
I
R
S
U
B
S
A
R
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
C
H
O
O
S
I
N
G
T
H
E
E
X
A
C
T
MA
T
E
R
I
A
L
S
A
N
D
A
S
S
E
M
B
L
I
E
S
A
S
D
E
P
I
C
T
E
D
W
I
T
H
I
N
T
H
E
F
.
B
.
C
.
5
T
H
E
D
I
T
I
O
N
(
20
1
4
)
RE
S
I
D
E
N
T
I
A
L
R
7
0
3
,
A
S
T
M
C
1
0
6
3
-
1
2
C
,
A
L
L
L
O
C
A
L
R
E
I
G
N
I
N
G
M
U
N
I
C
I
P
A
L
I
T
Y
RE
Q
U
I
R
E
M
E
N
T
S
,
A
N
D
A
S
D
E
P
I
C
T
E
D
F
U
R
T
H
E
R
W
I
T
H
I
N
T
H
E
A
S
T
M
D
O
C
U
M
E
N
T
S
SU
B
C
A
T
E
G
O
R
Y
S
T
A
N
D
A
R
D
S
(
i
.
e
.
C
8
4
7
,
C
9
2
6
,
E
T
C
.
)
F
O
R
A
P
P
R
O
P
R
I
A
T
E
A
S
S
E
M
B
L
I
E
S
I
N
AP
P
L
I
C
A
B
L
E
O
R
R
E
L
A
T
E
D
A
P
P
L
I
C
A
T
I
O
N
L
O
C
A
T
I
O
N
S
.
2.
A
L
L
E
X
T
E
R
I
O
R
F
R
A
M
E
W
A
L
L
S
T
U
C
C
O
F
I
N
I
S
H
S
H
A
L
L
H
A
V
E
A
7
/
8
"
O
V
E
R
A
L
L
F
I
N
I
S
H
A
S
P
E
R
AS
T
M
C
9
2
6
A
N
D
F
.
B
.
C
.
5
T
H
E
D
I
T
I
O
N
(
2
0
1
4
)
R
E
S
I
D
E
N
T
I
A
L
R
70
3
.
6
.
A
P
P
L
Y
I
N
L
A
Y
E
R
S
W
I
T
H
A
TO
T
A
L
T
H
I
C
K
N
E
S
S
7
/
8
"
O
V
E
R
M
E
T
A
L
L
A
T
H
.
M
E
A
S
U
R
E
S
S
H
A
L
L
B
E
T
A
K
E
N
T
O
P
R
E
V
E
N
T
BO
N
D
I
N
G
B
E
T
W
E
E
N
T
H
E
C
E
M
E
N
T
P
L
A
S
T
E
R
A
N
D
T
H
E
W
A
T
E
R
R
E
S
I
S
T
I
V
E
B
A
R
R
I
E
R
.
A
BO
N
D
B
R
E
A
K
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
B
E
T
W
E
E
N
T
H
E
W
A
T
E
R
-
R
E
S
I
S
T
I
V
E
B
A
R
R
I
E
R
A
N
D
T
H
E
CE
M
E
N
T
P
L
A
S
T
E
R
(
S
T
U
C
C
O
)
C
O
N
S
I
S
T
I
N
G
O
F
O
N
E
O
F
T
H
E
F
O
L
L
O
W
I
N
G
:
a.
T
W
O
L
A
Y
E
R
S
O
F
A
N
A
P
P
R
O
V
E
D
W
A
T
E
R
-
R
E
S
I
S
T
I
V
E
B
A
R
R
I
E
R
M
A
T
E
R
I
A
L
;
O
R
b.
O
N
E
L
A
Y
E
R
O
F
A
N
A
P
P
R
O
V
E
D
W
A
T
E
R
-
R
E
S
I
S
T
I
V
E
B
A
R
R
I
E
R
O
V
E
R
A
N
A
P
P
R
O
V
E
D
PL
A
S
T
I
C
H
O
U
S
E
W
R
A
P
;
O
R
C.
O
T
H
E
R
A
P
P
R
O
V
E
D
M
E
T
H
O
D
S
O
R
M
A
T
E
R
I
A
L
S
A
P
P
L
I
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
MA
N
U
F
A
C
T
U
R
E
R
'
S
I
N
S
T
A
L
L
A
T
I
O
N
I
N
S
T
R
U
C
T
I
O
N
S
.
3.
A
L
L
E
X
T
E
R
I
O
R
C
O
N
C
R
E
T
E
W
A
L
L
S
Y
S
T
E
M
S
,
I
N
C
L
U
D
I
N
G
C
O
NC
R
E
T
E
M
A
S
O
N
R
Y
U
N
I
T
S
,
CO
N
T
A
I
N
I
N
G
A
S
T
U
C
C
O
F
I
N
I
S
H
S
H
A
L
L
B
E
5
/
8
"
T
H
I
C
K
M
I
N
I
M
U
M
.
4.
W
E
E
P
S
C
R
E
E
D
,
S
T
O
P
F
L
A
S
H
I
N
G
,
F
L
A
S
H
I
N
G
,
C
O
U
N
T
E
R
F
L
A
S
H
I
N
G
,
E
X
P
A
N
S
I
O
N
A
N
D
CO
N
T
R
O
L
J
O
I
N
T
M
A
T
E
R
I
A
L
S
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
MA
N
U
F
A
C
T
U
R
E
R
'
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
5.
A
L
L
L
A
T
H
A
N
D
L
A
T
H
A
T
T
A
C
H
M
E
N
T
S
S
H
A
L
L
B
E
O
F
C
O
R
R
O
S
I
O
N
-
R
E
S
I
S
T
A
N
T
M
A
T
E
R
I
A
L
.
EX
P
A
N
D
E
D
M
E
T
A
L
O
R
W
O
V
E
N
W
I
R
E
L
A
T
H
S
H
A
L
L
B
E
A
T
T
A
C
H
E
D
W
I
T
H
1
-
1
/
2
I
NC
H
1
1
G
A
G
E
NA
I
L
S
H
A
V
I
N
G
A
7
/
1
6
I
N
C
H
H
E
A
D
,
O
R
7
/
8
I
N
C
H
L
O
N
G
1
6
G
A
G
E
S
T
A
P
L
E
S
S
P
A
C
E
D
N
O
M
O
R
E
TH
A
N
6
I
N
C
H
E
S
,
O
R
A
S
O
T
H
E
R
W
I
S
E
A
P
P
R
O
V
E
D
A
S
P
E
R
F
.
B
.
C
.
5
T
H
E
D
I
T
I
O
N
(
20
1
4
)
RE
S
I
D
E
N
T
I
A
L
R
7
0
3
.
6
.
1
.
POINT OF ORIGIN
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES BIRCH UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A1.0SLAB PLAN
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B
I
R
C
H
E
L
E
V
A
T
I
O
N
1.FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SLAB 5.ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE.INDICATES EXTERIOR DOOR OPENINGS4.EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE3.CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLSSLAB LAYOUT NOTES:2.REFER TO STRUCTURAL SHEETS FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS.
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES BIRCH UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A2.0FIRST FLOOR PLAN NOTATED & DIMENSIONED
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B
I
R
C
H
E
L
E
V
A
T
I
O
N
ALL DIMENSIONS AS SHOWN ARE EXCLUDING DRYWALL & FURRING STRIP DEPTH, EXCEPT WHERE WALLS MEET THE EXTERIOR CMUWALL. EXTERIOR CMU WALLS HAVE 1x2 FURRING STRIPS AND 1/2"DRYWALL FOR A TOTAL (ACTUAL) DEPTH OF 8-7/8". CMU IS 7-5/8"EXTERIOR TO INTERIOR.GROUT FILL ALL MASONRY CELLS WITH CONCRETE WHEREFASTENERS ATTACH TO MASONRY.THE DOOR LEADING FROM THE GARAGE INTO THE HOME SHALL BESOLID CORE W/ A SELF CLOSING DEVICE AND 20 MINUTE FIRE RATED.1/2" GYP. BOARD AT HOUSE FRAME WALL FBC 5TH EDITION (2014)RESIDENTIAL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" (12.7mm), "NON-SAG" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 5/8"(15.875mm), TYPE "X" GYPSUM BOARD OR EQUIVALENT.ALL CEILINGS TO HAVE 1/2" "NON-SAG" GYPSUM BOARD.ALL GARAGE OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR30 SECONDS AT DESIGN PRESSURE (+/-) TO INCLUDE A 10 SECONDGUST AT 1.5 TIMES THE DESIGN PRESSURE.CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGHOPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES/CALL-OUTS ON PLAN.ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN AND FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PER ALL APPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION AND MANUFACTURER'S SPECIFICATIONS.:DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED.ALWAYS USE SPECIFIED DIMENSIONS IN LIEU OF SCALING WHENEVER POSSIBLE.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.DIMENSIONS SHOWN TO OPTIONAL TRAY CEILINGS ARE MEASUREDFROM THE INSIDE FACE OF THE FURRING STRIP AT EXTERIOR CMUWALLS.BLOCKING TO BE INSTALLED FOR CABINETS IN KITCHEN & ALL BATHROOMS, HEIGHTS TO BE DICTATED BY CABINET SHOP DRAWINGSALL ANGLED WALLS ARE 45° U.N.O.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).ALL DIMENSIONS AT KITCHEN AND BATHS ARE TO BE FOLLOWED EXACTLY AS NOTED PER PLAN & WILL TAKE PRESIDENCE OVER ANYAND ALL ADJOINING ROOM DIMENSIONS.ALL STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.WATER HEATER PROVIDED TO BE MIN. 50 GAL. WHEN GAS WH ISUSED, WH TO BE INSTALLED MIN. 18" ABOVE FLOOR.
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B
I
R
C
H
E
L
E
V
A
T
I
O
N
9'-4" T.O.W. / A.F.F.HATCH INDICATES MASONRY BLOCK HEIGHT A.F.F.WALL LEGEND 1ST FLR A/C LIVING AREA:TOTAL:ENTRY:82 SQ. FT.837 SQ. FT.2379 SQ. FT.AREA CALCULATIONS:TOTAL A/C LIVING AREA:1931 SQ. FT.2nd FLR A/C LIVING AREA:1094 SQ. FT.LANAI:103 SQ. FT.BIRCH GARAGE:263 SQ. FT.REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES BIRCH UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A3.0SECOND FLOOR PLAN NOTATED & DIMENSIONEDALL DIMENSIONS AS SHOWN ARE EXCLUDING DRYWALL & FURRING STRIP DEPTH, EXCEPT WHERE WALLS MEET THE EXTERIOR CMUWALL. EXTERIOR CMU WALLS HAVE 1x2 FURRING STRIPS AND 1/2"DRYWALL FOR A TOTAL (ACTUAL) DEPTH OF 8-7/8". CMU IS 7-5/8"EXTERIOR TO INTERIOR.GROUT FILL ALL MASONRY CELLS WITH CONCRETE WHEREFASTENERS ATTACH TO MASONRY.THE DOOR LEADING FROM THE GARAGE INTO THE HOME SHALL BESOLID CORE W/ A SELF CLOSING DEVICE AND 20 MINUTE FIRE RATED.1/2" GYP. BOARD AT HOUSE FRAME WALL FBC 5TH EDITION (2014)RESIDENTIAL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" (12.7mm), "NON-SAG" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 5/8"(15.875mm), TYPE "X" GYPSUM BOARD OR EQUIVALENT.ALL CEILINGS TO HAVE 1/2" "NON-SAG" GYPSUM BOARD.ALL GARAGE OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR30 SECONDS AT DESIGN PRESSURE (+/-) TO INCLUDE A 10 SECONDGUST AT 1.5 TIMES THE DESIGN PRESSURE.CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGHOPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES/CALL-OUTS ON PLAN.ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN AND FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PER ALL APPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION AND MANUFACTURER'S SPECIFICATIONS.:DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED.ALWAYS USE SPECIFIED DIMENSIONS IN LIEU OF SCALING WHENEVER POSSIBLE.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.DIMENSIONS SHOWN TO OPTIONAL TRAY CEILINGS ARE MEASUREDFROM THE INSIDE FACE OF THE FURRING STRIP AT EXTERIOR CMUWALLS.BLOCKING TO BE INSTALLED FOR CABINETS IN KITCHEN & ALL BATHROOMS, HEIGHTS TO BE DICTATED BY CABINET SHOP DRAWINGSALL ANGLED WALLS ARE 45° U.N.O.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).ALL DIMENSIONS AT KITCHEN AND BATHS ARE TO BE FOLLOWED EXACTLY AS NOTED PER PLAN & WILL TAKE PRESIDENCE OVER ANYAND ALL ADJOINING ROOM DIMENSIONS.ALL STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.WATER HEATER PROVIDED TO BE MIN. 50 GAL. WHEN GAS WH ISUSED, WH TO BE INSTALLED MIN. 18" ABOVE FLOOR.
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B
I
R
C
H
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B
I
R
C
H
E
L
E
V
A
T
I
O
N
1ST FLR A/C LIVING AREA:TOTAL:ENTRY:82 SQ. FT.837 SQ. FT.2379 SQ. FT.AREA CALCULATIONS:TOTAL A/C LIVING AREA:1931 SQ. FT.2nd FLR A/C LIVING AREA:1094 SQ. FT.LANAI:103 SQ. FT.BIRCH GARAGE:263 SQ. FT.REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES BIRCH UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A4.0ELEVATION VIEWS FRONT & REARSTUCCO OVER BLOCK THICKNESS SHALL BE NO LESS THAN 58".STUCCO OVER WOOD FRAMING SHALL BE NO LESS THAN 78".ELEVATIONS ARE INTENDED FOR REFERENCE ONLY.DO NOT SCALE THESE DRAWINGS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PERALL MANUFACTURER SPECIFICATIONS AND AS PER ALLAPPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.ALWAYS USE SPECIFIED DIMENSIONS INLIEU OF SCALING WHENEVER POSSIBLE.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).FOAM COMPONENTS CAN BE INSTALLED IN SEGMENTS ORINSTALLED AS SINGULAR AND UNCUT LENGTHS.FOAM COMPONENTS APPLIED BENEATH WINDOWS TO BESLOPED FOR PROPER WATER DRAINAGE.INSTALL ALL FOAM COMPONENTS AS PER MANUFACTURER'S SPECIFICATIONS.STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B
I
R
C
H
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B
I
R
C
H
E
L
E
V
A
T
I
O
N
ROOF LINES MAY VARY DEPENDING ON ORIENTATION.REFER TO MERGED BUILDING SHEETS FOR FURTHER INFO.
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES BIRCH UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A5.0BUILDING AND STAIR SECTIONS
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B
I
R
C
H
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES BIRCH UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL A6.0FIRST & SECOND FLOOR ELECTRICAL LAYOUTS3SS42201/2 HOT J GD PHDBFLOORCLNGSELECTRICAL LEGEND T SDS SD/CMTV HDSTANDARD AFCI 220 OUTLET LIGHT FIXTURE - PENDANTLIGHT FIXTURE - CEILING SURFACE MOUNTSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY DISHWASHER OUTLET GARBAGE DISPOSAL DOOR BELL CHIMES ELECTRIC METER LIGHT FIXTURE - FLUORESCENT (SIZE AS NOTED)EXHAUST FAN (VENTED)LIGHT FIXTURE / FAN COMBINATION (VENTED)LIGHT FIXTURE - COACH LIGHTLIGHT FIXTURE - RECESSED CLG. LIGHTLIGHT FIXTURE - W/ PULL CORDDISCONNECTCHIMESPCDWSTANDARD 110 OUTLET - WATERPROOF / G.F.I.STANDARD AFCI 110 OUTLET - 1/2 SWITCHED STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) (TAMPER RESISTANT)WP-GFI STANDARD AFCI CEILING OUTLET STANDARD AFCI FLOOR OUTLET STANDARD JUNCTION BOX DOOR BELL SWITCH GARAGE DOOR SWITCH TELEPHONE CABLE AND OR DATA SPEAKER THERMOSTAT SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR COMBO HEAT DETECTOR LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - RECESSED EYEBALL CLG. LIGHT LIGHT FIXTURE - EYEBALL CLG. LIGHTMGARELEC PANELELECTRIC PANEL GARAGE DOOR OPENER LIGHT FIXTURE - LANDSCAPING LIGHT LIGHT FIXTURE - FLOODLIGHT GENERIC VENTLIGHT FIXTURE - UNDER CABINET LIGHTINGDSSWITCH W/ DIMMER VP COACHGFIDEDICATED OUTLET LIGHT FIXTURE - MINIATURE RECESSED CLG. LIGHTMFIRE RATED - CEILING SURFACE MOUNTF CEILING SURFACE MOUNT WITH OPT. FAN LIGHTCOMBO. PROVIDE BRACING SUPPORT ASNECESSARYLIGHT FIXTURE / VAPOR PROOF - RECESSED CLG.LIGHTSTANDARD 110 OUTLET - GROUND FAULTINTERRUPTED DUAL STANDARD 110 OUTLET -GROUND FAULT INTERUPTED LIGHT FIXTURE -EMERGENCY 'Exit' & FLOOD LIGHT COMBOJCEILING JUNCTION BOX BRACED FOR CEILING FANB PEND
13
.
R
A
N
G
E
H
O
O
D
E
Q
U
I
P
P
E
D
W
I
T
H
B
A
C
K
D
R
A
F
T
D
A
M
P
E
R
A
N
D
V
E
N
T
E
D
T
O
EX
T
E
R
I
O
R
.
M
I
C
R
O
W
A
V
E
S
L
O
C
A
T
E
D
A
B
O
V
E
C
O
O
K
T
O
P
O
R
R
A
N
G
E
S
H
A
L
L
CO
M
P
L
Y
W
I
T
H
U
L
9
2
3
.
12
.
I
T
I
S
T
H
E
S
O
L
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
L
I
C
E
N
S
E
D
E
L
E
C
T
R
I
C
I
A
N
T
O
E
N
S
U
R
E
TH
A
T
A
L
L
E
L
E
C
T
R
I
C
A
L
W
O
R
K
I
S
I
N
F
U
L
L
C
O
M
P
L
I
A
N
C
E
W
I
T
H
N
F
P
A
,
N
E
C
,
F
B
C
CO
D
E
S
A
N
D
A
L
L
R
E
I
G
N
I
N
G
M
U
N
I
C
I
P
A
L
I
T
Y
C
O
D
E
S
,
S
T
A
N
D
A
R
D
S
A
N
D
OR
D
I
N
A
N
C
E
S
.
8.
A
L
L
1
5
A
A
N
D
/
O
R
2
0
A
R
E
C
E
P
T
A
C
L
E
S
I
N
G
A
R
A
G
E
A
N
D
U
T
I
L
I
T
Y
R
O
O
M
S
W
I
L
L
RE
Q
U
I
R
E
G
F
C
I
P
R
O
T
E
C
T
I
O
N
.
11
.
N
O
T
E
:
E
L
E
C
T
R
I
C
A
L
L
O
C
A
T
I
O
N
S
S
H
O
W
N
O
N
D
R
A
W
I
N
G
S
C
A
N
B
E
C
H
A
N
G
E
D
A
T
TH
E
S
O
L
E
D
I
S
C
R
E
T
I
O
N
O
F
T
H
E
B
U
I
L
D
E
R
O
R
I
T
S
L
I
C
E
N
S
E
D
E
L
E
C
T
R
I
C
I
A
N
I
N
OR
D
E
R
T
O
C
O
M
P
L
Y
W
I
T
H
N
A
T
I
O
N
A
L
A
N
D
M
U
N
I
C
I
P
A
L
B
U
I
L
D
I
N
G
A
N
D
EL
E
C
T
R
I
C
A
L
C
O
D
E
S
.
3.
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
I
N
D
I
C
A
T
E
D
,
I
N
S
T
A
L
L
S
W
I
T
C
H
E
S
A
N
D
R
E
C
E
P
T
A
C
L
E
S
A
T
TH
E
F
O
L
L
O
W
I
N
G
H
E
I
G
H
T
S
A
B
O
V
E
T
H
E
I
N
T
E
R
I
O
R
F
I
N
I
S
H
E
D
F
L
O
O
R
:
SW
I
T
C
H
E
S
4
2
"
OU
T
L
E
T
S
1
4
"
-
1
8
"
KIT
C
H
E
N
4
2
"
-
4
4
"
:
MIC
R
O
W
A
V
E
6
6
"
M
O
U
N
T
I
N
G
H
E
I
G
H
T
S
BA
T
H
R
O
O
M
S
4
2
"
A
R
E
T
O
T
H
E
C
E
N
T
E
R
.
LA
U
N
D
R
Y
3
6
"
EX
T
E
R
I
O
R
1
4
"
-
1
8
"
GA
R
A
G
E
4
2
"
,
A
L
L
C
O
M
P
O
N
E
N
T
S
RA
N
G
E
2
"
TE
L
E
V
I
S
I
O
N
N
O
T
E
D
O
N
P
L
A
N
S
TE
L
E
P
H
O
N
E
1
4
"
-
1
8
"
(
U
N
L
E
S
S
A
B
O
V
E
C
O
U
N
T
E
R
)
CA
B
L
E
1
4
"
-
1
8
"
(
U
N
L
E
S
S
A
B
O
V
E
C
O
U
N
T
E
R
)
DA
T
A
1
4
"
-
1
8
"
(
U
N
L
E
S
S
A
B
O
V
E
C
O
U
N
T
E
R
)
7.
A
L
L
1
2
0
-
V
O
L
T
,
S
I
N
G
L
E
P
H
A
S
E
,
1
5
-
A
N
D
2
0
-
A
M
P
E
R
E
B
R
A
NCH CIRCUITS
SU
P
P
L
Y
I
N
G
O
U
T
L
E
T
S
I
N
S
T
A
L
L
E
D
I
N
D
W
E
L
L
I
N
G
U
N
I
T
I
N
F
A
M
I
L
Y
R
O
O
M
S
,
D
I
N
I
N
G
RO
O
M
S
,
L
I
V
I
N
G
R
O
O
M
S
,
P
A
R
L
O
R
S
,
L
I
B
R
A
R
I
E
S
,
D
E
N
S
,
S
U
N
R
O
O
M
S
,
R
E
C
R
E
A
T
I
O
N
RO
O
M
S
,
C
L
O
S
E
T
S
,
H
A
L
L
W
A
Y
S
O
R
S
I
M
I
L
A
R
R
O
O
M
S
O
R
A
R
E
A
S
S
H
A
L
L
B
E
PR
O
T
E
C
T
E
D
B
Y
L
I
S
T
E
D
A
R
C
-
F
A
U
L
T
C
I
R
C
U
I
T
I
N
T
E
RRUPTER, COMBINATION TYPE
IN
S
T
A
L
L
E
D
T
O
P
R
O
V
I
D
E
P
R
O
T
E
C
T
I
O
N
O
F
T
H
E
B
R
A
N
C
H
C
I
R
C
U
I
T
P
E
R
N
E
C
L
A
T
E
S
T
ED
I
T
I
O
N
6.
A
L
L
1
5
A
A
N
D
2
0
A
1
2
0
V
R
E
C
E
P
T
A
C
L
E
S
L
O
C
A
T
E
D
I
N
T
H
E
G
A
R
A
G
E
A
N
D
UTI
L
I
T
Y
R
O
O
M
S
S
H
A
L
L
B
E
G
.
F
.
C
.
I
.
P
R
O
T
E
C
T
E
D
(
G
.
F
.
I
)
.
4.
A
L
A
R
M
S/D
E
T
E
C
T
O
R
S
S
H
A
L
L
R
E
C
E
I
V
E
T
H
E
I
R
P
R
I
M
A
R
Y
P
O
W
E
R
F
R
O
M
T
H
E
BU
I
L
D
I
N
G
W
I
R
I
N
G
W
H
E
N
S
U
C
H
W
I
R
I
N
G
I
S
S
E
R
V
E
D
F
R
O
M
T
H
E
L
O
C
A
L
P
O
W
E
R
UT
I
L
I
T
Y
.
S
U
C
H
A
L
A
R
M
S
S
H
A
L
L
H
A
V
E
B
A
T
T
E
R
Y
B
A
C
K
U
P
A
N
D
M
U
S
T
B
E
LO
C
A
T
E
D
3
6
"
A
W
A
Y
F
R
O
M
B
A
T
H
R
O
O
M
D
O
O
R
L
O
C
A
T
I
O
N
S
.
C
O
M
B
I
N
A
T
I
O
N
SM
O
K
E
/
C
A
R
B
O
N
M
O
N
O
X
I
D
E
A
L
A
R
M
S
/
D
E
T
E
C
T
O
R
S
S
H
A
L
L
B
E
L
I
S
T
E
D
O
R
LA
B
E
L
E
D
B
Y
A
N
A
T
I
O
N
A
L
L
Y
R
E
C
O
G
N
I
Z
E
D
T
E
S
T
I
N
G
L
A
B
O
R
A
T
O
R
Y
A
N
D
IN
S
T
A
L
L
E
D
A
S
P
E
R
F
.
B
.
C
.
5
T
H
E
D
I
T
I
O
N
(
2
0
1
4
)
R
E
S
I
D
E
N
T
I
A
L
R
E
F
E
R
E
N
C
E
D
NF
P
A
R
E
Q
U
I
R
E
M
E
N
T
S
.
1.
E
L
E
C
T
R
I
C
A
L
P
L
A
N
A
S
D
E
P
I
C
T
E
D
I
S
F
O
R
R
E
P
R
E
S
E
N
T
A
T
I
O
N
A
L
P
U
R
P
O
S
E
S
ON
L
Y
A
N
D
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
L
I
C
E
N
S
E
D
E
L
E
C
T
R
I
C
I
A
N
T
O
PR
O
V
I
D
E
A
L
L
R
E
Q
U
I
R
E
D
I
N
F
O
R
M
A
T
I
O
N
F
O
R
P
E
R
M
I
T
I
S
S
U
A
N
C
E
A
N
D
T
O
EN
S
U
R
E
T
H
A
T
A
L
L
E
L
E
C
T
R
I
C
A
L
W
O
R
K
A
N
D
A
P
P
L
I
A
N
C
E
S
A
R
E
I
N
F
U
L
L
CO
M
P
L
I
A
N
C
E
W
I
T
H
N
.
F
.
P
.
A
.
,
N
.
E
.
C
.
,
F
.
B
.
C
.
5
T
H
E
D
I
T
I
O
N
(
2
0
1
4
)
R
E
S
I
D
E
N
T
I
A
L
,
AN
D
A
L
L
A
P
P
L
I
C
A
B
L
E
L
O
C
A
L
S
T
A
N
D
A
R
D
S
,
C
O
D
E
S
,
A
N
D
O
R
D
I
N
A
N
C
E
S
.
EV
E
R
Y
B
U
I
L
D
I
N
G
F
O
R
W
H
I
C
H
A
P
E
R
M
I
T
F
O
R
N
E
W
C
O
N
S
T
RUCTION IS ISSUED
HA
V
I
N
G
A
F
O
S
S
I
L
-
F
U
E
L
-
B
U
R
N
I
N
G
H
E
A
T
E
R
O
R
A
P
P
L
I
A
N
C
E
,
A
F
I
R
E
P
L
A
C
E
,
O
R
AN
A
T
T
A
C
H
E
D
G
A
R
A
G
E
S
H
A
L
L
H
A
V
E
A
N
O
P
E
R
A
T
I
O
N
A
L
C
A
R
B
O
N
M
O
N
O
X
I
D
E
AL
A
R
M
I
N
S
T
A
L
L
E
D
W
I
T
H
I
N
1
0
F
E
E
T
O
F
E
A
C
H
R
O
O
M
U
S
E
D
F
O
R
S
L
E
E
P
I
N
G
PU
R
P
O
S
E
S
.
CA
R
B
O
N
M
O
N
O
X
I
D
E
P
R
O
T
E
C
T
I
O
N
N
O
T
E
S
:
10
.
B
A
T
H
R
O
O
M
E
X
H
A
U
S
T
F
A
N
S
M
U
S
T
V
E
N
T
T
O
T
H
E
E
X
T
E
R
I
O
R
O
F
T
H
E
B
U
I
L
D
I
N
G
.
VE
N
T
I
N
G
I
N
T
O
A
T
T
I
C
S
P
A
C
E
S
W
I
L
L
N
O
T
B
E
A
C
C
E
P
T
A
B
L
E
.
9.
E
X
C
E
P
T
I
O
N
S
F
R
O
M
G
F
I
R
E
Q
U
I
R
E
M
E
N
T
S
S
H
A
L
L
B
E
P
E
R
M
I
T
T
E
D
P
R
O
V
I
D
E
D
LO
C
A
T
I
O
N
S
A
L
L
O
W
E
D
P
E
R
N
F
P
A
7
0
A
-
0
5
/
N
E
C
L
A
T
E
S
T
E
D
I
T
I
O
N
.
5.
A
L
L
B
R
A
N
C
H
C
I
R
C
U
I
T
S
T
H
A
T
S
U
P
P
L
Y
O
U
T
L
E
T
S
I
N
B
E
D
R
O
O
M
S
S
H
A
L
L
BE
P
R
O
T
E
C
T
E
D
B
Y
A
N
A
R
C
-
F
A
U
L
T
I
N
T
E
R
R
U
P
T
E
R
(
S
)
2.
F
A
N
,
P
H
O
N
E
,
A
L
A
R
M
,
D
A
T
A
&
C
A
T
V
L
O
C
A
T
I
O
N
S
P
E
R
C
O
N
T
R
A
C
T
EL
E
C
T
R
I
C
A
L
N
O
T
E
S
14
.
S
O
M
E
S
Y
M
B
O
L
S
S
H
O
W
N
O
N
T
H
E
E
L
E
C
T
R
I
C
A
L
L
E
G
E
N
D
M
A
Y
N
O
T
BE
U
S
E
D
I
N
T
HIS
P
L
A
N
S
E
T
ELECTRICAL RISER GRADE INCOMINGSERVICE2"° PVC CONDUIT, SCH. 80#4 BARE CU GROUND2/0 or 4/0 SER AluWP/GFI200 AMP150 AMP DisconnectMAIN METER200 AMPNEMA 1200A INDOOR PANELCENTER FOOTER STEEL#10-2 COPPER TO WH GROUNDROD TIED TOFOOTER STEEL OR #4 BAREATTACHED TO FOOTER STEEL#10-3 COPPER TO DRYER#15 COPPER TOLIGHTS & OUTLETS #12 COPPER TO20 AMP CKTS
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B
I
R
C
H
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
B
I
R
C
H
E
L
E
V
A
T
I
O
N
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES REDWOOD UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A1.0SLAB PLAN
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
R
E
D
W
O
O
D
E
L
E
V
A
T
I
O
N
1.FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SLAB 5.ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE.INDICATES EXTERIOR DOOR OPENINGS4.EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE3.CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLSSLAB LAYOUT NOTES:2.REFER TO STRUCTURAL SHEETS FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS.
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES REDWOOD UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A2.0FIRST FLOOR PLAN NOTATED & DIMENSIONED
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
R
E
D
W
O
O
D
E
L
E
V
A
T
I
O
N
ALL DIMENSIONS AS SHOWN ARE EXCLUDING DRYWALL & FURRING STRIP DEPTH, EXCEPT WHERE WALLS MEET THE EXTERIOR CMUWALL. EXTERIOR CMU WALLS HAVE 1x2 FURRING STRIPS AND 1/2"DRYWALL FOR A TOTAL (ACTUAL) DEPTH OF 8-7/8". CMU IS 7-5/8"EXTERIOR TO INTERIOR.GROUT FILL ALL MASONRY CELLS WITH CONCRETE WHEREFASTENERS ATTACH TO MASONRY.THE DOOR LEADING FROM THE GARAGE INTO THE HOME SHALL BESOLID CORE W/ A SELF CLOSING DEVICE AND 20 MINUTE FIRE RATED.1/2" GYP. BOARD AT HOUSE FRAME WALL FBC 5TH EDITION (2014)RESIDENTIAL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITSATTIC AREA BY NOT LESS THAN 1/2" (12.7mm), "NON-SAG" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 5/8"(15.875mm), TYPE "X" GYPSUM BOARD OR EQUIVALENT.ALL CEILINGS TO HAVE 1/2" "NON-SAG" GYPSUM BOARD.ALL GARAGE OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR30 SECONDS AT DESIGN PRESSURE (+/-) TO INCLUDE A 10 SECONDGUST AT 1.5 TIMES THE DESIGN PRESSURE.CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGHOPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES/CALL-OUTS ON PLAN.ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN AND FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PER ALL APPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION AND MANUFACTURER'S SPECIFICATIONS.:DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED.ALWAYS USE SPECIFIED DIMENSIONS IN LIEU OF SCALING WHENEVER POSSIBLE.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.DIMENSIONS SHOWN TO OPTIONAL TRAY CEILINGS ARE MEASUREDFROM THE INSIDE FACE OF THE FURRING STRIP AT EXTERIOR CMUWALLS.BLOCKING TO BE INSTALLED FOR CABINETS IN KITCHEN & ALL BATHROOMS, HEIGHTS TO BE DICTATED BY CABINET SHOP DRAWINGSALL ANGLED WALLS ARE 45° U.N.O.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).ALL DIMENSIONS AT KITCHEN AND BATHS ARE TO BE FOLLOWED EXACTLY AS NOTED PER PLAN & WILL TAKE PRESIDENCE OVER ANYAND ALL ADJOINING ROOM DIMENSIONS.ALL STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.WATER HEATER PROVIDED TO BE MIN. 50 GAL. WHEN GAS WH ISUSED, WH TO BE INSTALLED MIN. 18" ABOVE FLOOR.
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
R
E
D
W
O
O
D
E
L
E
V
A
T
I
O
N
9'-4" T.O.W. / A.F.F.HATCH INDICATES MASONRY BLOCK HEIGHT A.F.F.WALL LEGEND 1ST FLR A/C LIVING AREA:TOTAL:ENTRY:18 SQ. FT.907 SQ. FT.2331 SQ. FT.AREA CALCULATIONS:TOTAL A/C LIVING AREA:1957 SQ. FT.2nd FLR A/C LIVING AREA:1050 SQ. FT.LANAI:103 SQ. FT.REDWOOD GARAGE:253 SQ. FT.REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES REDWOOD UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A3.0SECOND FLOOR PLAN NOTATED & DIMENSIONEDALL DIMENSIONS AS SHOWN ARE EXCLUDING DRYWALL & FURRING STRIP DEPTH, EXCEPT WHERE WALLS MEET THE EXTERIOR CMUWALL. EXTERIOR CMU WALLS HAVE 1x2 FURRING STRIPS AND 1/2"DRYWALL FOR A TOTAL (ACTUAL) DEPTH OF 8-7/8". CMU IS 7-5/8"EXTERIOR TO INTERIOR.GROUT FILL ALL MASONRY CELLS WITH CONCRETE WHEREFASTENERS ATTACH TO MASONRY.THE DOOR LEADING FROM THE GARAGE INTO THE HOME SHALL BESOLID CORE W/ A SELF CLOSING DEVICE AND 20 MINUTE FIRE RATED.1/2" GYP. BOARD AT HOUSE FRAME WALL FBC 5TH EDITION (2014)RESIDENTIAL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" (12.7mm), "NON-SAG" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 5/8"(15.875mm), TYPE "X" GYPSUM BOARD OR EQUIVALENT.ALL CEILINGS TO HAVE 1/2" "NON-SAG" GYPSUM BOARD.ALL GARAGE OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR30 SECONDS AT DESIGN PRESSURE (+/-) TO INCLUDE A 10 SECONDGUST AT 1.5 TIMES THE DESIGN PRESSURE.CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGHOPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES/CALL-OUTS ON PLAN.ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN AND FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PER ALL APPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION AND MANUFACTURER'S SPECIFICATIONS.:DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED.ALWAYS USE SPECIFIED DIMENSIONS IN LIEU OF SCALING WHENEVER POSSIBLE.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.DIMENSIONS SHOWN TO OPTIONAL TRAY CEILINGS ARE MEASUREDFROM THE INSIDE FACE OF THE FURRING STRIP AT EXTERIOR CMUWALLS.BLOCKING TO BE INSTALLED FOR CABINETS IN KITCHEN & ALL BATHROOMS, HEIGHTS TO BE DICTATED BY CABINET SHOP DRAWINGSALL ANGLED WALLS ARE 45° U.N.O.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).ALL DIMENSIONS AT KITCHEN AND BATHS ARE TO BE FOLLOWED EXACTLY AS NOTED PER PLAN & WILL TAKE PRESIDENCE OVER ANYAND ALL ADJOINING ROOM DIMENSIONS.ALL STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.WATER HEATER PROVIDED TO BE MIN. 50 GAL. WHEN GAS WH ISUSED, WH TO BE INSTALLED MIN. 18" ABOVE FLOOR.1ST FLR A/C LIVING AREA:TOTAL:ENTRY:18 SQ. FT.907 SQ. FT.2331 SQ. FT.AREA CALCULATIONS:TOTAL A/C LIVING AREA:1957 SQ. FT.2nd FLR A/C LIVING AREA:1050 SQ. FT.LANAI:103 SQ. FT.REDWOOD GARAGE:253 SQ. FT.REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
R
E
D
W
O
O
D
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
R
E
D
W
O
O
D
E
L
E
V
A
T
I
O
N
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES REDWOOD UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A4.0ELEVATION VIEWS FRONT & REARSTUCCO OVER BLOCK THICKNESS SHALL BE NO LESS THAN 58".STUCCO OVER WOOD FRAMING SHALL BE NO LESS THAN 78".ELEVATIONS ARE INTENDED FOR REFERENCE ONLY.DO NOT SCALE THESE DRAWINGS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PER ALL MANUFACTURER SPECIFICATIONS AND AS PER ALL APPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.ALWAYS USE SPECIFIED DIMENSIONS INLIEU OF SCALING WHENEVER POSSIBLE.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).FOAM COMPONENTS CAN BE INSTALLED IN SEGMENTS OR INSTALLED AS SINGULAR AND UNCUT LENGTHS.FOAM COMPONENTS APPLIED BENEATH WINDOWS TO BESLOPED FOR PROPER WATER DRAINAGE.INSTALL ALL FOAM COMPONENTS AS PERMANUFACTURER'S SPECIFICATIONS.STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
R
E
D
W
O
O
D
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
R
E
D
W
O
O
D
E
L
E
V
A
T
I
O
N
ROOF LINES MAY VARY DEPENDING ON ORIENTATION.REFER TO MERGED BUILDING SHEETS FOR FURTHER INFO.
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES REDWOOD UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A5.0BUILDING AND STAIR SECTIONS
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
R
E
D
W
O
O
D
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES REDWOOD UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153585 AS INDICATED 01-20-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL A6.0FIRST & SECOND FLOOR ELECTRICAL LAYOUTS3SS42201/2 HOT J GD PHDBFLOORCLNGSELECTRICAL LEGEND T SDS SD/CMTV HDSTANDARD AFCI 220 OUTLET LIGHT FIXTURE - PENDANTLIGHT FIXTURE - CEILING SURFACE MOUNTSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY DISHWASHER OUTLET GARBAGE DISPOSAL DOOR BELL CHIMES ELECTRIC METER LIGHT FIXTURE - FLUORESCENT (SIZE AS NOTED)EXHAUST FAN (VENTED)LIGHT FIXTURE / FAN COMBINATION (VENTED)LIGHT FIXTURE - COACH LIGHTLIGHT FIXTURE - RECESSED CLG. LIGHTLIGHT FIXTURE - W/ PULL CORDDISCONNECTCHIMESPCDWSTANDARD 110 OUTLET - WATERPROOF / G.F.I.STANDARD AFCI 110 OUTLET - 1/2 SWITCHED STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) (TAMPER RESISTANT)WP-GFI STANDARD AFCI CEILING OUTLET STANDARD AFCI FLOOR OUTLET STANDARD JUNCTION BOX DOOR BELL SWITCH GARAGE DOOR SWITCH TELEPHONE CABLE AND OR DATA SPEAKER THERMOSTAT SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR COMBO HEAT DETECTOR LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - RECESSED EYEBALL CLG. LIGHT LIGHT FIXTURE - EYEBALL CLG. LIGHTMGARELEC PANELELECTRIC PANEL GARAGE DOOR OPENER LIGHT FIXTURE - LANDSCAPING LIGHT LIGHT FIXTURE - FLOODLIGHT GENERIC VENTLIGHT FIXTURE - UNDER CABINET LIGHTINGDSSWITCH W/ DIMMER VP COACHGFIDEDICATED OUTLET LIGHT FIXTURE - MINIATURE RECESSED CLG. LIGHTMFIRE RATED - CEILING SURFACE MOUNTF CEILING SURFACE MOUNT WITH OPT. FAN LIGHTCOMBO. PROVIDE BRACING SUPPORT ASNECESSARYLIGHT FIXTURE / VAPOR PROOF - RECESSED CLG.LIGHTSTANDARD 110 OUTLET - GROUND FAULTINTERRUPTED DUAL STANDARD 110 OUTLET -GROUND FAULT INTERUPTED LIGHT FIXTURE -EMERGENCY 'Exit' & FLOOD LIGHT COMBOJCEILING JUNCTION BOX BRACED FOR CEILING FANB PEND
13
.
R
A
N
G
E
H
O
O
D
E
Q
U
I
P
P
E
D
W
I
T
H
B
A
C
K
D
R
A
F
T
D
A
M
P
E
R
A
N
D
V
E
N
T
E
D
T
O
EX
T
E
R
I
O
R
.
M
I
C
R
O
W
A
V
E
S
L
O
C
A
T
E
D
A
B
O
V
E
C
O
O
K
T
O
P
O
R
R
A
N
G
E
S
H
A
L
L
CO
M
P
L
Y
W
I
T
H
U
L
9
2
3
.
12
.
I
T
I
S
T
H
E
S
O
L
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
L
I
C
E
N
S
E
D
E
L
E
C
T
R
I
C
I
A
N
T
O
E
N
S
U
R
E
TH
A
T
A
L
L
E
L
E
C
T
R
I
C
A
L
W
O
R
K
I
S
I
N
F
U
L
L
C
O
M
P
L
I
A
N
C
E
W
I
T
H
N
F
P
A
,
N
E
C
,
F
B
C
CO
D
E
S
A
N
D
A
L
L
R
E
I
G
N
I
N
G
M
U
N
I
C
I
P
A
L
I
T
Y
C
O
D
E
S
,
S
T
A
N
D
A
R
D
S
A
N
D
OR
D
I
N
A
N
C
E
S
.
8.
A
L
L
1
5
A
A
N
D
/
O
R
2
0
A
R
E
C
E
P
T
A
C
L
E
S
I
N
G
A
R
A
G
E
A
N
D
U
T
I
L
I
T
Y
R
O
O
M
S
W
I
L
L
RE
Q
U
I
R
E
G
F
C
I
P
R
O
T
E
C
T
I
O
N
.
11
.
N
O
T
E
:
E
L
E
C
T
R
I
C
A
L
L
O
C
A
T
I
O
N
S
S
H
O
W
N
O
N
D
R
A
W
I
N
G
S
C
A
N
B
E
C
H
A
N
G
E
D
A
T
TH
E
S
O
L
E
D
I
S
C
R
E
T
I
O
N
O
F
T
H
E
B
U
I
L
D
E
R
O
R
I
T
S
L
I
C
E
N
S
E
D
E
L
E
C
T
R
I
C
I
A
N
I
N
OR
D
E
R
T
O
C
O
M
P
L
Y
W
I
T
H
N
A
T
I
O
N
A
L
A
N
D
M
U
N
I
C
I
P
A
L
B
U
I
L
D
I
N
G
A
N
D
EL
E
C
T
R
I
C
A
L
C
O
D
E
S
.
3.
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
I
N
D
I
C
A
T
E
D
,
I
N
S
T
A
L
L
S
W
I
T
C
H
E
S
A
N
D
R
E
C
E
P
T
A
C
L
E
S
A
T
TH
E
F
O
L
L
O
W
I
N
G
H
E
I
G
H
T
S
A
B
O
V
E
T
H
E
I
N
T
E
R
I
O
R
F
I
N
I
S
H
E
D
F
L
O
O
R
:
SW
I
T
C
H
E
S
4
2
"
OU
T
L
E
T
S
1
4
"
-
1
8
"
KIT
C
H
E
N
4
2
"
-
4
4
"
:
MIC
R
O
W
A
V
E
6
6
"
M
O
U
N
T
I
N
G
H
E
I
G
H
T
S
BA
T
H
R
O
O
M
S
4
2
"
A
R
E
T
O
T
H
E
C
E
N
T
E
R
.
LA
U
N
D
R
Y
3
6
"
EX
T
E
R
I
O
R
1
4
"
-
1
8
"
GA
R
A
G
E
4
2
"
,
A
L
L
C
O
M
P
O
N
E
N
T
S
RA
N
G
E
2
"
TE
L
E
V
I
S
I
O
N
N
O
T
E
D
O
N
P
L
A
N
S
TE
L
E
P
H
O
N
E
1
4
"
-
1
8
"
(
U
N
L
E
S
S
A
B
O
V
E
C
O
U
N
T
E
R
)
CA
B
L
E
1
4
"
-
1
8
"
(
U
N
L
E
S
S
A
B
O
V
E
C
O
U
N
T
E
R
)
DA
T
A
1
4
"
-
1
8
"
(
U
N
L
E
S
S
A
B
O
V
E
C
O
U
N
T
E
R
)
7.
A
L
L
1
2
0
-
V
O
L
T
,
S
I
N
G
L
E
P
H
A
S
E
,
1
5
-
A
N
D
2
0
-
A
M
P
E
R
E
B
R
A
NCH CIRCUITS
SU
P
P
L
Y
I
N
G
O
U
T
L
E
T
S
I
N
S
T
A
L
L
E
D
I
N
D
W
E
L
L
I
N
G
U
N
I
T
I
N
F
A
M
I
L
Y
R
O
O
M
S
,
D
I
N
I
N
G
RO
O
M
S
,
L
I
V
I
N
G
R
O
O
M
S
,
P
A
R
L
O
R
S
,
L
I
B
R
A
R
I
E
S
,
D
E
N
S
,
S
U
N
R
O
O
M
S
,
R
E
C
R
E
A
T
I
O
N
RO
O
M
S
,
C
L
O
S
E
T
S
,
H
A
L
L
W
A
Y
S
O
R
S
I
M
I
L
A
R
R
O
O
M
S
O
R
A
R
E
A
S
S
H
A
L
L
B
E
PR
O
T
E
C
T
E
D
B
Y
L
I
S
T
E
D
A
R
C
-
F
A
U
L
T
C
I
R
C
U
I
T
I
N
T
E
RRUPTER, COMBINATION TYPE
IN
S
T
A
L
L
E
D
T
O
P
R
O
V
I
D
E
P
R
O
T
E
C
T
I
O
N
O
F
T
H
E
B
R
A
N
C
H
C
I
R
C
U
I
T
P
E
R
N
E
C
L
A
T
E
S
T
ED
I
T
I
O
N
6.
A
L
L
1
5
A
A
N
D
2
0
A
1
2
0
V
R
E
C
E
P
T
A
C
L
E
S
L
O
C
A
T
E
D
I
N
T
H
E
G
A
R
A
G
E
A
N
D
UTI
L
I
T
Y
R
O
O
M
S
S
H
A
L
L
B
E
G
.
F
.
C
.
I
.
P
R
O
T
E
C
T
E
D
(
G
.
F
.
I
)
.
4.
A
L
A
R
M
S/D
E
T
E
C
T
O
R
S
S
H
A
L
L
R
E
C
E
I
V
E
T
H
E
I
R
P
R
I
M
A
R
Y
P
O
W
E
R
F
R
O
M
T
H
E
BU
I
L
D
I
N
G
W
I
R
I
N
G
W
H
E
N
S
U
C
H
W
I
R
I
N
G
I
S
S
E
R
V
E
D
F
R
O
M
T
H
E
L
O
C
A
L
P
O
W
E
R
UT
I
L
I
T
Y
.
S
U
C
H
A
L
A
R
M
S
S
H
A
L
L
H
A
V
E
B
A
T
T
E
R
Y
B
A
C
K
U
P
A
N
D
M
U
S
T
B
E
LO
C
A
T
E
D
3
6
"
A
W
A
Y
F
R
O
M
B
A
T
H
R
O
O
M
D
O
O
R
L
O
C
A
T
I
O
N
S
.
C
O
M
B
I
N
A
T
I
O
N
SM
O
K
E
/
C
A
R
B
O
N
M
O
N
O
X
I
D
E
A
L
A
R
M
S
/
D
E
T
E
C
T
O
R
S
S
H
A
L
L
B
E
L
I
S
T
E
D
O
R
LA
B
E
L
E
D
B
Y
A
N
A
T
I
O
N
A
L
L
Y
R
E
C
O
G
N
I
Z
E
D
T
E
S
T
I
N
G
L
A
B
O
R
A
T
O
R
Y
A
N
D
IN
S
T
A
L
L
E
D
A
S
P
E
R
F
.
B
.
C
.
5
T
H
E
D
I
T
I
O
N
(
2
0
1
4
)
R
E
S
I
D
E
N
T
I
A
L
R
E
F
E
R
E
N
C
E
D
NF
P
A
R
E
Q
U
I
R
E
M
E
N
T
S
.
1.
E
L
E
C
T
R
I
C
A
L
P
L
A
N
A
S
D
E
P
I
C
T
E
D
I
S
F
O
R
R
E
P
R
E
S
E
N
T
A
T
I
O
N
A
L
P
U
R
P
O
S
E
S
ON
L
Y
A
N
D
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
L
I
C
E
N
S
E
D
E
L
E
C
T
R
I
C
I
A
N
T
O
PR
O
V
I
D
E
A
L
L
R
E
Q
U
I
R
E
D
I
N
F
O
R
M
A
T
I
O
N
F
O
R
P
E
R
M
I
T
I
S
S
U
A
N
C
E
A
N
D
T
O
EN
S
U
R
E
T
H
A
T
A
L
L
E
L
E
C
T
R
I
C
A
L
W
O
R
K
A
N
D
A
P
P
L
I
A
N
C
E
S
A
R
E
I
N
F
U
L
L
CO
M
P
L
I
A
N
C
E
W
I
T
H
N
.
F
.
P
.
A
.
,
N
.
E
.
C
.
,
F
.
B
.
C
.
5
T
H
E
D
I
T
I
O
N
(
2
0
1
4
)
R
E
S
I
D
E
N
T
I
A
L
,
AN
D
A
L
L
A
P
P
L
I
C
A
B
L
E
L
O
C
A
L
S
T
A
N
D
A
R
D
S
,
C
O
D
E
S
,
A
N
D
O
R
D
I
N
A
N
C
E
S
.
EV
E
R
Y
B
U
I
L
D
I
N
G
F
O
R
W
H
I
C
H
A
P
E
R
M
I
T
F
O
R
N
E
W
C
O
N
S
T
RUCTION IS ISSUED
HA
V
I
N
G
A
F
O
S
S
I
L
-
F
U
E
L
-
B
U
R
N
I
N
G
H
E
A
T
E
R
O
R
A
P
P
L
I
A
N
C
E
,
A
F
I
R
E
P
L
A
C
E
,
O
R
AN
A
T
T
A
C
H
E
D
G
A
R
A
G
E
S
H
A
L
L
H
A
V
E
A
N
O
P
E
R
A
T
I
O
N
A
L
C
A
R
B
O
N
M
O
N
O
X
I
D
E
AL
A
R
M
I
N
S
T
A
L
L
E
D
W
I
T
H
I
N
1
0
F
E
E
T
O
F
E
A
C
H
R
O
O
M
U
S
E
D
F
O
R
S
L
E
E
P
I
N
G
PU
R
P
O
S
E
S
.
CA
R
B
O
N
M
O
N
O
X
I
D
E
P
R
O
T
E
C
T
I
O
N
N
O
T
E
S
:
10
.
B
A
T
H
R
O
O
M
E
X
H
A
U
S
T
F
A
N
S
M
U
S
T
V
E
N
T
T
O
T
H
E
E
X
T
E
R
I
O
R
O
F
T
H
E
B
U
I
L
D
I
N
G
.
VE
N
T
I
N
G
I
N
T
O
A
T
T
I
C
S
P
A
C
E
S
W
I
L
L
N
O
T
B
E
A
C
C
E
P
T
A
B
L
E
.
9.
E
X
C
E
P
T
I
O
N
S
F
R
O
M
G
F
I
R
E
Q
U
I
R
E
M
E
N
T
S
S
H
A
L
L
B
E
P
E
R
M
I
T
T
E
D
P
R
O
V
I
D
E
D
LO
C
A
T
I
O
N
S
A
L
L
O
W
E
D
P
E
R
N
F
P
A
7
0
A
-
0
5
/
N
E
C
L
A
T
E
S
T
E
D
I
T
I
O
N
.
5.
A
L
L
B
R
A
N
C
H
C
I
R
C
U
I
T
S
T
H
A
T
S
U
P
P
L
Y
O
U
T
L
E
T
S
I
N
B
E
D
R
O
O
M
S
S
H
A
L
L
BE
P
R
O
T
E
C
T
E
D
B
Y
A
N
A
R
C
-
F
A
U
L
T
I
N
T
E
R
R
U
P
T
E
R
(
S
)
2.
F
A
N
,
P
H
O
N
E
,
A
L
A
R
M
,
D
A
T
A
&
C
A
T
V
L
O
C
A
T
I
O
N
S
P
E
R
C
O
N
T
R
A
C
T
EL
E
C
T
R
I
C
A
L
N
O
T
E
S
14
.
S
O
M
E
S
Y
M
B
O
L
S
S
H
O
W
N
O
N
T
H
E
E
L
E
C
T
R
I
C
A
L
L
E
G
E
N
D
M
A
Y
N
O
T
BE
U
S
E
D
I
N
T
HIS
P
L
A
N
S
E
T
ELECTRICAL RISER GRADE INCOMINGSERVICE2"° PVC CONDUIT, SCH. 80#4 BARE CU GROUND2/0 or 4/0 SER AluWP/GFI200 AMP150 AMP DisconnectMAIN METER200 AMPNEMA 1200A INDOOR PANELCENTER FOOTER STEEL#10-2 COPPER TO WH GROUNDROD TIED TOFOOTER STEEL OR #4 BAREATTACHED TO FOOTER STEEL#10-3 COPPER TO DRYER#15 COPPER TOLIGHTS & OUTLETS #12 COPPER TO20 AMP CKTS
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
R
E
D
W
O
O
D
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
R
E
D
W
O
O
D
E
L
E
V
A
T
I
O
N
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES WILLOW UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153586 AS INDICATED 01-22-17..MCDBLDG DESIGN:DRAFTING:RLB-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A1.0SLAB PLAN
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
I
L
L
O
W
E
L
E
V
A
T
I
O
N
1.FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SLAB 5.ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE.INDICATES EXTERIOR DOOR OPENINGS4.EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE3.CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLSSLAB LAYOUT NOTES:2.REFER TO STRUCTURAL SHEETS FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS.
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES WILLOW UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153586 AS INDICATED 01-22-17..MCDBLDG DESIGN:DRAFTING:RLB-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A2.0FIRST FLOOR PLAN NOTATED & DIMENSIONED
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
I
L
L
O
W
E
L
E
V
A
T
I
O
N
ALL DIMENSIONS AS SHOWN ARE EXCLUDING DRYWALL & FURRING STRIP DEPTH, EXCEPT WHERE WALLS MEET THE EXTERIOR CMUWALL. EXTERIOR CMU WALLS HAVE 1x2 FURRING STRIPS AND 1/2"DRYWALL FOR A TOTAL (ACTUAL) DEPTH OF 8-7/8". CMU IS 7-5/8"EXTERIOR TO INTERIOR.GROUT FILL ALL MASONRY CELLS WITH CONCRETE WHEREFASTENERS ATTACH TO MASONRY.THE DOOR LEADING FROM THE GARAGE INTO THE HOME SHALL BESOLID CORE W/ A SELF CLOSING DEVICE AND 20 MINUTE FIRE RATED.1/2" GYP. BOARD AT HOUSE FRAME WALL FBC 5TH EDITION (2014)RESIDENTIAL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITSATTIC AREA BY NOT LESS THAN 1/2" (12.7mm), "NON-SAG" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 5/8"(15.875mm), TYPE "X" GYPSUM BOARD OR EQUIVALENT.ALL CEILINGS TO HAVE 1/2" "NON-SAG" GYPSUM BOARD.ALL GARAGE OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR30 SECONDS AT DESIGN PRESSURE (+/-) TO INCLUDE A 10 SECONDGUST AT 1.5 TIMES THE DESIGN PRESSURE.CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGHOPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES/CALL-OUTS ON PLAN.ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN AND FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PER ALL APPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION AND MANUFACTURER'S SPECIFICATIONS.:DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED.ALWAYS USE SPECIFIED DIMENSIONS IN LIEU OF SCALING WHENEVER POSSIBLE.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.DIMENSIONS SHOWN TO OPTIONAL TRAY CEILINGS ARE MEASUREDFROM THE INSIDE FACE OF THE FURRING STRIP AT EXTERIOR CMUWALLS.BLOCKING TO BE INSTALLED FOR CABINETS IN KITCHEN & ALL BATHROOMS, HEIGHTS TO BE DICTATED BY CABINET SHOP DRAWINGSALL ANGLED WALLS ARE 45° U.N.O.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).ALL DIMENSIONS AT KITCHEN AND BATHS ARE TO BE FOLLOWED EXACTLY AS NOTED PER PLAN & WILL TAKE PRESIDENCE OVER ANYAND ALL ADJOINING ROOM DIMENSIONS.ALL STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.WATER HEATER PROVIDED TO BE MIN. 50 GAL. WHEN GAS WH ISUSED, WH TO BE INSTALLED MIN. 18" ABOVE FLOOR.
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
I
L
L
O
W
E
L
E
V
A
T
I
O
N
9'-4" T.O.W. / A.F.F.HATCH INDICATES MASONRY BLOCK HEIGHT A.F.F.WALL LEGEND 1ST FLR A/C LIVING AREA:TOTAL:ENTRY:9 SQ. FT.777 SQ. FT.2621 SQ. FT.AREA CALCULATIONS:TOTAL A/C LIVING AREA:2058 SQ. FT.2nd FLR A/C LIVING AREA:1281 SQ. FT.LANAI:93 SQ. FT.WILLOW GARAGE:461 SQ. FT.REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES WILLOW UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153586 AS INDICATED 01-22-17..MCDBLDG DESIGN:DRAFTING:RLB-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A3.0SECOND FLOOR PLAN NOTATED & DIMENSIONEDALL DIMENSIONS AS SHOWN ARE EXCLUDING DRYWALL & FURRING STRIP DEPTH, EXCEPT WHERE WALLS MEET THE EXTERIOR CMUWALL. EXTERIOR CMU WALLS HAVE 1x2 FURRING STRIPS AND 1/2"DRYWALL FOR A TOTAL (ACTUAL) DEPTH OF 8-7/8". CMU IS 7-5/8"EXTERIOR TO INTERIOR.GROUT FILL ALL MASONRY CELLS WITH CONCRETE WHEREFASTENERS ATTACH TO MASONRY.THE DOOR LEADING FROM THE GARAGE INTO THE HOME SHALL BESOLID CORE W/ A SELF CLOSING DEVICE AND 20 MINUTE FIRE RATED.1/2" GYP. BOARD AT HOUSE FRAME WALL FBC 5TH EDITION (2014)RESIDENTIAL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" (12.7mm), "NON-SAG" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 5/8"(15.875mm), TYPE "X" GYPSUM BOARD OR EQUIVALENT.ALL CEILINGS TO HAVE 1/2" "NON-SAG" GYPSUM BOARD.ALL GARAGE OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR30 SECONDS AT DESIGN PRESSURE (+/-) TO INCLUDE A 10 SECONDGUST AT 1.5 TIMES THE DESIGN PRESSURE.CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGHOPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES/CALL-OUTS ON PLAN.ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN AND FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PER ALL APPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION AND MANUFACTURER'S SPECIFICATIONS.:DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED.ALWAYS USE SPECIFIED DIMENSIONS IN LIEU OF SCALING WHENEVER POSSIBLE.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.DIMENSIONS SHOWN TO OPTIONAL TRAY CEILINGS ARE MEASUREDFROM THE INSIDE FACE OF THE FURRING STRIP AT EXTERIOR CMUWALLS.BLOCKING TO BE INSTALLED FOR CABINETS IN KITCHEN & ALL BATHROOMS, HEIGHTS TO BE DICTATED BY CABINET SHOP DRAWINGSALL ANGLED WALLS ARE 45° U.N.O.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).ALL DIMENSIONS AT KITCHEN AND BATHS ARE TO BE FOLLOWED EXACTLY AS NOTED PER PLAN & WILL TAKE PRESIDENCE OVER ANYAND ALL ADJOINING ROOM DIMENSIONS.ALL STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.WATER HEATER PROVIDED TO BE MIN. 50 GAL. WHEN GAS WH ISUSED, WH TO BE INSTALLED MIN. 18" ABOVE FLOOR.
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
I
L
L
O
W
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
I
L
L
O
W
E
L
E
V
A
T
I
O
N
1ST FLR A/C LIVING AREA:TOTAL:ENTRY:9 SQ. FT.777 SQ. FT.2621 SQ. FT.AREA CALCULATIONS:TOTAL A/C LIVING AREA:2058 SQ. FT.2nd FLR A/C LIVING AREA:1281 SQ. FT.LANAI:93 SQ. FT.WILLOW GARAGE:461 SQ. FT.REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES WILLOW UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153586 AS INDICATED 01-22-17..MCDBLDG DESIGN:DRAFTING:RLB-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A4.0ELEVATION VIEWS FRONT , REAR & SIDESTUCCO OVER BLOCK THICKNESS SHALL BE NO LESS THAN 58".STUCCO OVER WOOD FRAMING SHALL BE NO LESS THAN 78".ELEVATIONS ARE INTENDED FOR REFERENCE ONLY.DO NOT SCALE THESE DRAWINGS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PERALL MANUFACTURER SPECIFICATIONS AND AS PER ALL APPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.ALWAYS USE SPECIFIED DIMENSIONS INLIEU OF SCALING WHENEVER POSSIBLE.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).FOAM COMPONENTS CAN BE INSTALLED IN SEGMENTS ORINSTALLED AS SINGULAR AND UNCUT LENGTHS.FOAM COMPONENTS APPLIED BENEATH WINDOWS TO BE SLOPED FOR PROPER WATER DRAINAGE.INSTALL ALL FOAM COMPONENTS AS PERMANUFACTURER'S SPECIFICATIONS.STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
I
L
L
O
W
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
I
L
L
O
W
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
I
L
L
O
W
E
L
E
V
A
T
I
O
N
ROOF LINES MAY VARY DEPENDING ON ORIENTATION.REFER TO MERGED BUILDING SHEETS FOR FURTHER INFO.
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES WILLOW UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153586 AS INDICATED 01-22-17..MCDBLDG DESIGN:DRAFTING:RLB-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 A5.0BUILDING AND STAIR SECTIONS
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
I
L
L
O
W
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR-MORRISON THORNBROOKE TOWNHOMES WILLOW UNIT - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2153586 AS INDICATED 01-22-17..MCDBLDG DESIGN:DRAFTING:RLB-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL A6.0FIRST & SECOND FLOOR ELECTRICAL LAYOUTS3SS42201/2 HOT J GD PHDBFLOORCLNGSELECTRICAL LEGEND T SDS SD/CMTV HDSTANDARD AFCI 220 OUTLET LIGHT FIXTURE - PENDANTLIGHT FIXTURE - CEILING SURFACE MOUNTSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY DISHWASHER OUTLET GARBAGE DISPOSAL DOOR BELL CHIMES ELECTRIC METER LIGHT FIXTURE - FLUORESCENT (SIZE AS NOTED)EXHAUST FAN (VENTED)LIGHT FIXTURE / FAN COMBINATION (VENTED)LIGHT FIXTURE - COACH LIGHTLIGHT FIXTURE - RECESSED CLG. LIGHTLIGHT FIXTURE - W/ PULL CORDDISCONNECTCHIMESPCDWSTANDARD 110 OUTLET - WATERPROOF / G.F.I.STANDARD AFCI 110 OUTLET - 1/2 SWITCHED STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) (TAMPER RESISTANT)WP-GFI STANDARD AFCI CEILING OUTLET STANDARD AFCI FLOOR OUTLET STANDARD JUNCTION BOX DOOR BELL SWITCH GARAGE DOOR SWITCH TELEPHONE CABLE AND OR DATA SPEAKER THERMOSTAT SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR COMBO HEAT DETECTOR LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - RECESSED EYEBALL CLG. LIGHT LIGHT FIXTURE - EYEBALL CLG. LIGHTMGARELEC PANELELECTRIC PANEL GARAGE DOOR OPENER LIGHT FIXTURE - LANDSCAPING LIGHT LIGHT FIXTURE - FLOODLIGHT GENERIC VENTLIGHT FIXTURE - UNDER CABINET LIGHTINGDSSWITCH W/ DIMMER VP COACHGFIDEDICATED OUTLET LIGHT FIXTURE - MINIATURE RECESSED CLG. LIGHTMFIRE RATED - CEILING SURFACE MOUNTF CEILING SURFACE MOUNT WITH OPT. FAN LIGHTCOMBO. PROVIDE BRACING SUPPORT ASNECESSARYLIGHT FIXTURE / VAPOR PROOF - RECESSED CLG.LIGHTSTANDARD 110 OUTLET - GROUND FAULTINTERRUPTED DUAL STANDARD 110 OUTLET -GROUND FAULT INTERUPTED LIGHT FIXTURE -EMERGENCY 'Exit' & FLOOD LIGHT COMBOJCEILING JUNCTION BOX BRACED FOR CEILING FANB PEND
13
.
R
A
N
G
E
H
O
O
D
E
Q
U
I
P
P
E
D
W
I
T
H
B
A
C
K
D
R
A
F
T
D
A
M
P
E
R
A
N
D
V
E
N
T
E
D
T
O
EX
T
E
R
I
O
R
.
M
I
C
R
O
W
A
V
E
S
L
O
C
A
T
E
D
A
B
O
V
E
C
O
O
K
T
O
P
O
R
R
A
N
G
E
S
H
A
L
L
CO
M
P
L
Y
W
I
T
H
U
L
9
2
3
.
12
.
I
T
I
S
T
H
E
S
O
L
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
L
I
C
E
N
S
E
D
E
L
E
C
T
R
I
C
I
A
N
T
O
E
N
S
U
R
E
TH
A
T
A
L
L
E
L
E
C
T
R
I
C
A
L
W
O
R
K
I
S
I
N
F
U
L
L
C
O
M
P
L
I
A
N
C
E
W
I
T
H
N
F
P
A
,
N
E
C
,
F
B
C
CO
D
E
S
A
N
D
A
L
L
R
E
I
G
N
I
N
G
M
U
N
I
C
I
P
A
L
I
T
Y
C
O
D
E
S
,
S
T
A
N
D
A
R
D
S
A
N
D
OR
D
I
N
A
N
C
E
S
.
8.
A
L
L
1
5
A
A
N
D
/
O
R
2
0
A
R
E
C
E
P
T
A
C
L
E
S
I
N
G
A
R
A
G
E
A
N
D
U
T
I
L
I
T
Y
R
O
O
M
S
W
I
L
L
RE
Q
U
I
R
E
G
F
C
I
P
R
O
T
E
C
T
I
O
N
.
11
.
N
O
T
E
:
E
L
E
C
T
R
I
C
A
L
L
O
C
A
T
I
O
N
S
S
H
O
W
N
O
N
D
R
A
W
I
N
G
S
C
A
N
B
E
C
H
A
N
G
E
D
A
T
TH
E
S
O
L
E
D
I
S
C
R
E
T
I
O
N
O
F
T
H
E
B
U
I
L
D
E
R
O
R
I
T
S
L
I
C
E
N
S
E
D
E
L
E
C
T
R
I
C
I
A
N
I
N
OR
D
E
R
T
O
C
O
M
P
L
Y
W
I
T
H
N
A
T
I
O
N
A
L
A
N
D
M
U
N
I
C
I
P
A
L
B
U
I
L
D
I
N
G
A
N
D
EL
E
C
T
R
I
C
A
L
C
O
D
E
S
.
3.
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
I
N
D
I
C
A
T
E
D
,
I
N
S
T
A
L
L
S
W
I
T
C
H
E
S
A
N
D
R
E
C
E
P
T
A
C
L
E
S
A
T
TH
E
F
O
L
L
O
W
I
N
G
H
E
I
G
H
T
S
A
B
O
V
E
T
H
E
I
N
T
E
R
I
O
R
F
I
N
I
S
H
E
D
F
L
O
O
R
:
SW
I
T
C
H
E
S
4
2
"
OU
T
L
E
T
S
1
4
"
-
1
8
"
KIT
C
H
E
N
4
2
"
-
4
4
"
:
MIC
R
O
W
A
V
E
6
6
"
M
O
U
N
T
I
N
G
H
E
I
G
H
T
S
BA
T
H
R
O
O
M
S
4
2
"
A
R
E
T
O
T
H
E
C
E
N
T
E
R
.
LA
U
N
D
R
Y
3
6
"
EX
T
E
R
I
O
R
1
4
"
-
1
8
"
GA
R
A
G
E
4
2
"
,
A
L
L
C
O
M
P
O
N
E
N
T
S
RA
N
G
E
2
"
TE
L
E
V
I
S
I
O
N
N
O
T
E
D
O
N
P
L
A
N
S
TE
L
E
P
H
O
N
E
1
4
"
-
1
8
"
(
U
N
L
E
S
S
A
B
O
V
E
C
O
U
N
T
E
R
)
CA
B
L
E
1
4
"
-
1
8
"
(
U
N
L
E
S
S
A
B
O
V
E
C
O
U
N
T
E
R
)
DA
T
A
1
4
"
-
1
8
"
(
U
N
L
E
S
S
A
B
O
V
E
C
O
U
N
T
E
R
)
7.
A
L
L
1
2
0
-
V
O
L
T
,
S
I
N
G
L
E
P
H
A
S
E
,
1
5
-
A
N
D
2
0
-
A
M
P
E
R
E
B
R
A
NCH CIRCUITS
SU
P
P
L
Y
I
N
G
O
U
T
L
E
T
S
I
N
S
T
A
L
L
E
D
I
N
D
W
E
L
L
I
N
G
U
N
I
T
I
N
F
A
M
I
L
Y
R
O
O
M
S
,
D
I
N
I
N
G
RO
O
M
S
,
L
I
V
I
N
G
R
O
O
M
S
,
P
A
R
L
O
R
S
,
L
I
B
R
A
R
I
E
S
,
D
E
N
S
,
S
U
N
R
O
O
M
S
,
R
E
C
R
E
A
T
I
O
N
RO
O
M
S
,
C
L
O
S
E
T
S
,
H
A
L
L
W
A
Y
S
O
R
S
I
M
I
L
A
R
R
O
O
M
S
O
R
A
R
E
A
S
S
H
A
L
L
B
E
PR
O
T
E
C
T
E
D
B
Y
L
I
S
T
E
D
A
R
C
-
F
A
U
L
T
C
I
R
C
U
I
T
I
N
T
E
RRUPTER, COMBINATION TYPE
IN
S
T
A
L
L
E
D
T
O
P
R
O
V
I
D
E
P
R
O
T
E
C
T
I
O
N
O
F
T
H
E
B
R
A
N
C
H
C
I
R
C
U
I
T
P
E
R
N
E
C
L
A
T
E
S
T
ED
I
T
I
O
N
6.
A
L
L
1
5
A
A
N
D
2
0
A
1
2
0
V
R
E
C
E
P
T
A
C
L
E
S
L
O
C
A
T
E
D
I
N
T
H
E
G
A
R
A
G
E
A
N
D
UTI
L
I
T
Y
R
O
O
M
S
S
H
A
L
L
B
E
G
.
F
.
C
.
I
.
P
R
O
T
E
C
T
E
D
(
G
.
F
.
I
)
.
4.
A
L
A
R
M
S/D
E
T
E
C
T
O
R
S
S
H
A
L
L
R
E
C
E
I
V
E
T
H
E
I
R
P
R
I
M
A
R
Y
P
O
W
E
R
F
R
O
M
T
H
E
BU
I
L
D
I
N
G
W
I
R
I
N
G
W
H
E
N
S
U
C
H
W
I
R
I
N
G
I
S
S
E
R
V
E
D
F
R
O
M
T
H
E
L
O
C
A
L
P
O
W
E
R
UT
I
L
I
T
Y
.
S
U
C
H
A
L
A
R
M
S
S
H
A
L
L
H
A
V
E
B
A
T
T
E
R
Y
B
A
C
K
U
P
A
N
D
M
U
S
T
B
E
LO
C
A
T
E
D
3
6
"
A
W
A
Y
F
R
O
M
B
A
T
H
R
O
O
M
D
O
O
R
L
O
C
A
T
I
O
N
S
.
C
O
M
B
I
N
A
T
I
O
N
SM
O
K
E
/
C
A
R
B
O
N
M
O
N
O
X
I
D
E
A
L
A
R
M
S
/
D
E
T
E
C
T
O
R
S
S
H
A
L
L
B
E
L
I
S
T
E
D
O
R
LA
B
E
L
E
D
B
Y
A
N
A
T
I
O
N
A
L
L
Y
R
E
C
O
G
N
I
Z
E
D
T
E
S
T
I
N
G
L
A
B
O
R
A
T
O
R
Y
A
N
D
IN
S
T
A
L
L
E
D
A
S
P
E
R
F
.
B
.
C
.
5
T
H
E
D
I
T
I
O
N
(
2
0
1
4
)
R
E
S
I
D
E
N
T
I
A
L
R
E
F
E
R
E
N
C
E
D
NF
P
A
R
E
Q
U
I
R
E
M
E
N
T
S
.
1.
E
L
E
C
T
R
I
C
A
L
P
L
A
N
A
S
D
E
P
I
C
T
E
D
I
S
F
O
R
R
E
P
R
E
S
E
N
T
A
T
I
O
N
A
L
P
U
R
P
O
S
E
S
ON
L
Y
A
N
D
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
L
I
C
E
N
S
E
D
E
L
E
C
T
R
I
C
I
A
N
T
O
PR
O
V
I
D
E
A
L
L
R
E
Q
U
I
R
E
D
I
N
F
O
R
M
A
T
I
O
N
F
O
R
P
E
R
M
I
T
I
S
S
U
A
N
C
E
A
N
D
T
O
EN
S
U
R
E
T
H
A
T
A
L
L
E
L
E
C
T
R
I
C
A
L
W
O
R
K
A
N
D
A
P
P
L
I
A
N
C
E
S
A
R
E
I
N
F
U
L
L
CO
M
P
L
I
A
N
C
E
W
I
T
H
N
.
F
.
P
.
A
.
,
N
.
E
.
C
.
,
F
.
B
.
C
.
5
T
H
E
D
I
T
I
O
N
(
2
0
1
4
)
R
E
S
I
D
E
N
T
I
A
L
,
AN
D
A
L
L
A
P
P
L
I
C
A
B
L
E
L
O
C
A
L
S
T
A
N
D
A
R
D
S
,
C
O
D
E
S
,
A
N
D
O
R
D
I
N
A
N
C
E
S
.
EV
E
R
Y
B
U
I
L
D
I
N
G
F
O
R
W
H
I
C
H
A
P
E
R
M
I
T
F
O
R
N
E
W
C
O
N
S
T
RUCTION IS ISSUED
HA
V
I
N
G
A
F
O
S
S
I
L
-
F
U
E
L
-
B
U
R
N
I
N
G
H
E
A
T
E
R
O
R
A
P
P
L
I
A
N
C
E
,
A
F
I
R
E
P
L
A
C
E
,
O
R
AN
A
T
T
A
C
H
E
D
G
A
R
A
G
E
S
H
A
L
L
H
A
V
E
A
N
O
P
E
R
A
T
I
O
N
A
L
C
A
R
B
O
N
M
O
N
O
X
I
D
E
AL
A
R
M
I
N
S
T
A
L
L
E
D
W
I
T
H
I
N
1
0
F
E
E
T
O
F
E
A
C
H
R
O
O
M
U
S
E
D
F
O
R
S
L
E
E
P
I
N
G
PU
R
P
O
S
E
S
.
CA
R
B
O
N
M
O
N
O
X
I
D
E
P
R
O
T
E
C
T
I
O
N
N
O
T
E
S
:
10
.
B
A
T
H
R
O
O
M
E
X
H
A
U
S
T
F
A
N
S
M
U
S
T
V
E
N
T
T
O
T
H
E
E
X
T
E
R
I
O
R
O
F
T
H
E
B
U
I
L
D
I
N
G
.
VE
N
T
I
N
G
I
N
T
O
A
T
T
I
C
S
P
A
C
E
S
W
I
L
L
N
O
T
B
E
A
C
C
E
P
T
A
B
L
E
.
9.
E
X
C
E
P
T
I
O
N
S
F
R
O
M
G
F
I
R
E
Q
U
I
R
E
M
E
N
T
S
S
H
A
L
L
B
E
P
E
R
M
I
T
T
E
D
P
R
O
V
I
D
E
D
LO
C
A
T
I
O
N
S
A
L
L
O
W
E
D
P
E
R
N
F
P
A
7
0
A
-
0
5
/
N
E
C
L
A
T
E
S
T
E
D
I
T
I
O
N
.
5.
A
L
L
B
R
A
N
C
H
C
I
R
C
U
I
T
S
T
H
A
T
S
U
P
P
L
Y
O
U
T
L
E
T
S
I
N
B
E
D
R
O
O
M
S
S
H
A
L
L
BE
P
R
O
T
E
C
T
E
D
B
Y
A
N
A
R
C
-
F
A
U
L
T
I
N
T
E
R
R
U
P
T
E
R
(
S
)
2.
F
A
N
,
P
H
O
N
E
,
A
L
A
R
M
,
D
A
T
A
&
C
A
T
V
L
O
C
A
T
I
O
N
S
P
E
R
C
O
N
T
R
A
C
T
EL
E
C
T
R
I
C
A
L
N
O
T
E
S
14
.
S
O
M
E
S
Y
M
B
O
L
S
S
H
O
W
N
O
N
T
H
E
E
L
E
C
T
R
I
C
A
L
L
E
G
E
N
D
M
A
Y
N
O
T
BE
U
S
E
D
I
N
T
HIS
P
L
A
N
S
E
T
ELECTRICAL RISER GRADE INCOMINGSERVICE2"° PVC CONDUIT, SCH. 80#4 BARE CU GROUND2/0 or 4/0 SER AluWP/GFI200 AMP150 AMP DisconnectMAIN METER200 AMPNEMA 1200A INDOOR PANELCENTER FOOTER STEEL#10-2 COPPER TO WH GROUNDROD TIED TOFOOTER STEEL OR #4 BAREATTACHED TO FOOTER STEEL#10-3 COPPER TO DRYER#15 COPPER TOLIGHTS & OUTLETS #12 COPPER TO20 AMP CKTS
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
I
L
L
O
W
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
W
I
L
L
O
W
E
L
E
V
A
T
I
O
N
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:F1.0
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
SLAB INTERFACE PLAN MERGED - 8-UNIT REFER TO CORRESPONDING UNIT SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON MERGED BUILDING PLANSALL DIMENSIONS AS SHOWN ARE EXCLUDING DRYWALL & FURRING STRIP DEPTH, EXCEPT WHERE WALLS MEET THE EXTERIOR CMUWALL. EXTERIOR CMU WALLS HAVE 1x2 FURRING STRIPS AND 1/2"DRYWALL FOR A TOTAL (ACTUAL) DEPTH OF 8-7/8". CMU IS 7-5/8"EXTERIOR TO INTERIOR.GROUT FILL ALL MASONRY CELLS WITH CONCRETE WHEREFASTENERS ATTACH TO MASONRY.THE DOOR LEADING FROM THE GARAGE INTO THE HOME SHALL BESOLID CORE W/ A SELF CLOSING DEVICE AND 20 MINUTE FIRE RATED.1/2" GYP. BOARD AT HOUSE FRAME WALL FBC 5TH EDITION (2014)RESIDENTIAL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" (12.7mm), "NON-SAG" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 5/8"(15.875mm), TYPE "X" GYPSUM BOARD OR EQUIVALENT.ALL CEILINGS TO HAVE 1/2" "NON-SAG" GYPSUM BOARD.ALL GARAGE OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR30 SECONDS AT DESIGN PRESSURE (+/-) TO INCLUDE A 10 SECONDGUST AT 1.5 TIMES THE DESIGN PRESSURE.CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGHOPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES/CALL-OUTS ON PLAN.ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN AND FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PER ALL APPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION AND MANUFACTURER'S SPECIFICATIONS.:DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED.ALWAYS USE SPECIFIED DIMENSIONS IN LIEU OF SCALING WHENEVER POSSIBLE.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.DIMENSIONS SHOWN TO OPTIONAL TRAY CEILINGS ARE MEASUREDFROM THE INSIDE FACE OF THE FURRING STRIP AT EXTERIOR CMUWALLS.BLOCKING TO BE INSTALLED FOR CABINETS IN KITCHEN & ALL BATHROOMS, HEIGHTS TO BE DICTATED BY CABINET SHOP DRAWINGSALL ANGLED WALLS ARE 45° U.N.O.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).ALL DIMENSIONS AT KITCHEN AND BATHS ARE TO BE FOLLOWED EXACTLY AS NOTED PER PLAN & WILL TAKE PRESIDENCE OVER ANYAND ALL ADJOINING ROOM DIMENSIONS.ALL STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.WATER HEATER PROVIDED TO BE MIN. 50 GAL. WHEN GAS WH ISUSED, WH TO BE INSTALLED MIN. 18" ABOVE FLOOR.
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:F2.0ALL DIMENSIONS AS SHOWN ARE EXCLUDING DRYWALL & FURRING STRIP DEPTH, EXCEPT WHERE WALLS MEET THE EXTERIOR CMUWALL. EXTERIOR CMU WALLS HAVE 1x2 FURRING STRIPS AND 1/2"DRYWALL FOR A TOTAL (ACTUAL) DEPTH OF 8-7/8". CMU IS 7-5/8"EXTERIOR TO INTERIOR.GROUT FILL ALL MASONRY CELLS WITH CONCRETE WHEREFASTENERS ATTACH TO MASONRY.THE DOOR LEADING FROM THE GARAGE INTO THE HOME SHALL BESOLID CORE W/ A SELF CLOSING DEVICE AND 20 MINUTE FIRE RATED.1/2" GYP. BOARD AT HOUSE FRAME WALL FBC 5TH EDITION (2014)RESIDENTIAL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" (12.7mm), "NON-SAG" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 5/8"(15.875mm), TYPE "X" GYPSUM BOARD OR EQUIVALENT.ALL CEILINGS TO HAVE 1/2" "NON-SAG" GYPSUM BOARD.ALL GARAGE OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR30 SECONDS AT DESIGN PRESSURE (+/-) TO INCLUDE A 10 SECONDGUST AT 1.5 TIMES THE DESIGN PRESSURE.CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGHOPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES/CALL-OUTS ON PLAN.ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN AND FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PER ALL APPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION AND MANUFACTURER'S SPECIFICATIONS.:DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED.ALWAYS USE SPECIFIED DIMENSIONS IN LIEU OF SCALING WHENEVER POSSIBLE.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.DIMENSIONS SHOWN TO OPTIONAL TRAY CEILINGS ARE MEASUREDFROM THE INSIDE FACE OF THE FURRING STRIP AT EXTERIOR CMUWALLS.BLOCKING TO BE INSTALLED FOR CABINETS IN KITCHEN & ALL BATHROOMS, HEIGHTS TO BE DICTATED BY CABINET SHOP DRAWINGSALL ANGLED WALLS ARE 45° U.N.O.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).ALL DIMENSIONS AT KITCHEN AND BATHS ARE TO BE FOLLOWED EXACTLY AS NOTED PER PLAN & WILL TAKE PRESIDENCE OVER ANYAND ALL ADJOINING ROOM DIMENSIONS.ALL STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.WATER HEATER PROVIDED TO BE MIN. 50 GAL. WHEN GAS WH ISUSED, WH TO BE INSTALLED MIN. 18" ABOVE FLOOR.
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
FIRST FLOOR PLAN MERGED - 8-UNIT REFER TO CORRESPONDING UNIT SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON MERGED BUILDING PLANS
1"
D
E
N
S
G
L
A
S
S
1"
A
I
R
S
P
A
C
E
3 1/2" (2x STUD)16" O.C. MAX U.N.O.ON STRUCTURAL PLANS
C
UN
I
T
L
A
C CUNITL 8" CMU,
UL
3
7
3
(
S
E
E
S
T
RU
C
T
U
R
A
L
)
UL 905 (SEE STRUCTURAL)
6"
1/2" MIN. DRYWALL(OR 1/2" PLYWOOD &EXT. ELEV. FINISH)INSULATION PER UL 3731" DENSGLASS1" AIR SPACE5 1/2" (2x STUD)16" O.C. MAX U.N.O.ON STRUCTURAL PLANS CUNITL B UL 373 (SEE STRUCTURAL)8"INSULATION PER UL 3731/2" MIN. DRYWALL(OR 1/2" PLYWOOD &EXT. ELEV. FINISH)
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:F3.0SECOND FLOOR PLAN MERGED - 8-UNITALL DIMENSIONS AS SHOWN ARE EXCLUDING DRYWALL & FURRING STRIP DEPTH, EXCEPT WHERE WALLS MEET THE EXTERIOR CMUWALL. EXTERIOR CMU WALLS HAVE 1x2 FURRING STRIPS AND 1/2"DRYWALL FOR A TOTAL (ACTUAL) DEPTH OF 8-7/8". CMU IS 7-5/8"EXTERIOR TO INTERIOR.GROUT FILL ALL MASONRY CELLS WITH CONCRETE WHEREFASTENERS ATTACH TO MASONRY.THE DOOR LEADING FROM THE GARAGE INTO THE HOME SHALL BESOLID CORE W/ A SELF CLOSING DEVICE AND 20 MINUTE FIRE RATED.1/2" GYP. BOARD AT HOUSE FRAME WALL FBC 5TH EDITION (2014)RESIDENTIAL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" (12.7mm), "NON-SAG" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 5/8"(15.875mm), TYPE "X" GYPSUM BOARD OR EQUIVALENT.ALL CEILINGS TO HAVE 1/2" "NON-SAG" GYPSUM BOARD.ALL GARAGE OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR30 SECONDS AT DESIGN PRESSURE (+/-) TO INCLUDE A 10 SECONDGUST AT 1.5 TIMES THE DESIGN PRESSURE.CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGHOPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES/CALL-OUTS ON PLAN.ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLOOR PLAN AND FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PER ALL APPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION AND MANUFACTURER'S SPECIFICATIONS.:DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED.ALWAYS USE SPECIFIED DIMENSIONS IN LIEU OF SCALING WHENEVER POSSIBLE.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.DIMENSIONS SHOWN TO OPTIONAL TRAY CEILINGS ARE MEASUREDFROM THE INSIDE FACE OF THE FURRING STRIP AT EXTERIOR CMUWALLS.BLOCKING TO BE INSTALLED FOR CABINETS IN KITCHEN & ALL BATHROOMS, HEIGHTS TO BE DICTATED BY CABINET SHOP DRAWINGSALL ANGLED WALLS ARE 45° U.N.O.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).ALL DIMENSIONS AT KITCHEN AND BATHS ARE TO BE FOLLOWED EXACTLY AS NOTED PER PLAN & WILL TAKE PRESIDENCE OVER ANYAND ALL ADJOINING ROOM DIMENSIONS.ALL STONE AND MASONRY VENEER SHALL COMPLY WITH THEREQUIREMENTS OF FBC R703.7.WATER HEATER PROVIDED TO BE MIN. 50 GAL. WHEN GAS WH ISUSED, WH TO BE INSTALLED MIN. 18" ABOVE FLOOR.
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
REFER TO CORRESPONDING UNIT SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON MERGED BUILDING PLANS
1"
D
E
N
S
G
L
A
S
S
1"
A
I
R
S
P
A
C
E
3 1/2" (2x STUD)16" O.C. MAX U.N.O.ON STRUCTURAL PLANS
C
UN
I
T
L
A
C CUNITL 8" CMU,
UL
3
7
3
(
S
E
E
S
T
RU
C
T
U
R
A
L
)
UL 905 (SEE STRUCTURAL)
6"
1/2" MIN. DRYWALL(OR 1/2" PLYWOOD &EXT. ELEV. FINISH)INSULATION PER UL 3731" DENSGLASS1" AIR SPACE5 1/2" (2x STUD)16" O.C. MAX U.N.O.ON STRUCTURAL PLANS CUNITL B UL 373 (SEE STRUCTURAL)8"INSULATION PER UL 3731/2" MIN. DRYWALL(OR 1/2" PLYWOOD &EXT. ELEV. FINISH)
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:F4.0ELEVATION VIEWS MERGED - 8-UNIT
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
STUCCO OVER BLOCK THICKNESS SHALL BE NO LESS THAN 58".STUCCO OVER WOOD FRAMING SHALL BE NO LESS THAN 78".ELEVATIONS ARE INTENDED FOR REFERENCE ONLY.DO NOT SCALE THESE DRAWINGS.ALL MATERIALS AND COMPONENTS SHALL BE INSTALLED AS PERALL MANUFACTURER SPECIFICATIONS AND AS PER ALLAPPLICABLE CODE REQUIREMENTS FOR THE PROJECT LOCATION.ALL DIMENSIONS ARE TO BE FIELD VERIFIED.ALWAYS USE SPECIFIED DIMENSIONS IN LIEU OF SCALING WHENEVER POSSIBLE.ANY ERRORS, DISCREPANCIES AND / OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD TO COMMENCEMENT OF THE SPECIFIED PORTION(S).FOAM COMPONENTS CAN BE INSTALLED IN SEGMENTS OR INSTALLED AS SINGULAR AND UNCUT LENGTHS.FOAM COMPONENTS APPLIED BENEATH WINDOWS TO BESLOPED FOR PROPER WATER DRAINAGE.INSTALL ALL FOAM COMPONENTS AS PERMANUFACTURER'S SPECIFICATIONS.STONE AND MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF FBC R703.7.
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
W
I
L
L
O
W
-
R
I
G
H
T
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
W
I
L
L
O
W
-
L
E
F
T
REFER TO CORRESPONDING UNIT SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON MERGED BUILDING PLANS
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:F5.0ROOF PLAN MERGED - 8-UNIT
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S
L
O
P
E
:
6
/
1
2
U
.
N
.
O
.
DR
I
P
E
D
G
E
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
AT
E
A
V
E
S
A
N
D
G
A
B
L
E
S
O
F
R
O
O
F
S
,
AN
D
O
V
E
R
L
A
P
P
E
D
A
M
I
N
I
M
U
M
O
F
3".
E
A
V
E
D
R
I
P
E
D
G
E
S
S
H
A
L
L
EX
T
E
N
D
1
/
2
"
B
E
L
O
W
S
H
E
A
T
H
I
N
G
AN
D
E
X
T
E
N
D
B
A
C
K
O
N
T
H
E
R
O
O
F
A M
I
N
I
M
U
M
O
F
2
"
.
D
R
I
P
E
D
G
E
SH
A
L
L
B
E
M
E
C
H
A
N
I
C
A
L
L
Y
FA
S
T
E
N
E
D
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
SP
E
C
I
F
I
C
A
T
I
O
N
S
.
TH
E
U
N
D
E
R
L
A
Y
M
E
N
T
S
H
A
L
L
CO
N
F
O
R
M
W
I
T
H
A
S
T
M
D
2
2
6
,
T
Y
P
E
II
,
O
R
A
S
T
M
D 4
8
6
9
,
T
Y
P
E
II.
T
H
E
UN
D
E
R
L
A
Y
M
E
N
T
S
H
A
L
L
B
E
IN
S
T
A
L
L
E
D
I
N
W
A
T
E
R
S
H
E
D
D
I
N
G
FA
S
H
I
O
N
,
S
T
A
R
T
I
N
G
W
I
T
H
T
H
E
EA
V
E
E
D
G
E
A
N
D
R
O
L
L
E
D
HO
R
I
Z
O
N
T
A
L
.
U
N
D
E
R
L
A
Y
M
E
N
T
SH
A
L
L
O
V
E
R
L
A
P
A
M
I
N
I
M
U
M
O
F
1
9
"
AN
D
B
E
M
E
C
H
A
N
I
C
A
L
L
Y
F
A
S
T
E
N
E
D
PE
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
SP
E
C
I
F
I
C
A
T
I
O
N
S
.
VA
L
L
E
Y
F
L
A
S
H
I
N
G
S
H
A
L
L
B
E
IN
S
T
A
L
L
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
RO
O
F
F
I
N
I
S
H
M
A
N
U
F
A
C
T
U
R
E
R
'
S
IN
S
T
A
L
L
A
T
I
O
N
S
P
E
C
I
F
I
C
A
T
I
O
N
S
BE
F
O
R
E
A
P
P
L
Y
I
N
G
F
I
N
I
S
H
R
O
O
F
MA
T
E
R
I
A
L
S
.
TH
E
U
N
D
E
R
L
A
Y
M
E
N
T
S
H
A
L
L
B
E
IN
S
T
A
L
L
E
D
I
N
W
A
T
E
R
S
H
E
D
D
I
N
G
FA
S
H
I
O
N
.
T
H
E
L
A
S
T
L
A
Y
E
R
AP
P
L
I
E
D
A
T
T
H
E
R
I
D
G
E
S
H
A
L
L
B
E
FO
L
D
E
D
O
V
E
R
T
H
E
R
I
D
G
E
A
N
D
ME
C
H
A
N
I
C
A
L
L
Y
F
A
S
T
E
N
E
D
,
A
T
3
6
"
O.C
.
M
A
X
I
M
U
M
T
O
T
H
E
O
P
P
O
S
I
N
G
SID
E
O
F
T
H
E
R
O
O
F
.
R
E
P
E
A
T
PR
O
C
E
D
U
R
E
F
O
R
O
P
P
O
S
I
N
G
S
I
D
E
OF
R
O
O
F
.
W
H
E
N
C
O
M
P
L
E
T
E
D
TH
E
R
E
W
I
L
L
B
E
T
W
O
L
A
Y
E
R
S
O
F
UN
D
E
R
L
A
Y
M
E
N
T
O
V
E
R
L
AP
P
I
N
G
T
H
E
RID
G
E
.
TH
E
U
N
D
E
R
L
A
Y
M
E
N
T
S
H
A
L
L
B
E
IN
S
T
A
L
L
E
D
I
N
W
A
T
E
R
S
H
E
D
D
I
N
G
FA
S
H
I
O
N
.
A
T
T
H
E
H
I
P
L
I
N
E
F
O
L
D
TH
E
U
N
D
E
R
L
A
Y
M
E
N
T
O
V
E
R
T
H
E
H
I
P
AN
D
M
E
C
H
A
N
I
C
A
L
L
Y
F
A
S
T
E
N
,
A
T
3
6
"
O.C
.
M
A
X
I
M
U
M
T
O
T
H
E
O
P
P
O
S
I
N
G
SID
E
O
F
T
H
E
R
O
O
F
.
R
E
P
E
A
T
PR
O
C
E
D
U
R
E
F
O
R
O
P
P
O
S
I
N
G
S
I
D
E
OF
R
O
O
F
.
W
H
E
N
C
O
M
P
L
E
T
E
D
TH
E
R
E
W
I
L
L
B
E
T
W
O
L
A
Y
E
R
S
O
F
UN
D
E
R
L
A
Y
M
E
N
T
O
V
E
R
L
A
P
P
I
N
G
T
H
E
HI
P
.
CR
I
C
K
E
T
O
R
S
A
D
D
L
E
C
O
V
E
R
I
N
G
S
SH
A
L
L
B
E
S
H
E
E
T
M
E
T
A
L
O
R
O
F
T
H
E
SA
M
E
M
A
T
E
R
I
A
L
A
S
T
H
E
R
O
O
F
CO
V
E
R
I
N
G
,
U
.
N
.
O
.
TH
E
R
I
D
G
E
A
N
D
V
A
L
L
E
Y
F
L
A
S
H
I
N
G
O
F
CR
I
C
K
E
T
S
O
R
S
A
D
D
L
E
S
S
H
A
L
L
B
E
T
H
E
SA
M
E
A
S
T
H
E
R
I
D
G
E
A
N
D
V
A
L
L
E
Y
FL
A
S
H
I
N
G
O
N
T
H
E
M
A
I
N
R
O
O
F
.
BA
S
E
A
N
D
C
O
U
N
T
E
R
F
L
A
S
H
I
N
G
S
H
A
L
L
B
E
IN
S
T
A
L
L
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
MA
N
U
F
A
C
T
U
R
E
R
'
S
I
N
S
T
A
L
L
A
T
I
O
N
IN
S
T
R
U
C
T
I
O
N
S
,
O
R
A
C
O
N
T
I
N
U
O
U
S
ME
T
A
L
"
L
"
F
L
A
S
H
I
N
G
S
H
A
L
L
B
E
S
E
T
I
N
AP
P
R
O
V
E
D
F
L
A
S
H
I
N
G
C
E
M
E
N
T
A
N
D
S
E
T
FL
U
S
H
T
O
B
A
S
E
O
F
W
A
L
L
A
N
D
O
V
E
R
T
H
E
UN
D
E
R
L
A
Y
M
E
N
T
M
A
T
E
R
I
A
L
.
B
O
T
H
HO
R
I
Z
O
N
T
A
L
A
N
D
V
E
R
T
I
C
A
L
M
E
T
A
L
FL
A
N
G
E
S
S
H
A
L
L
B
E
F
A
S
T
E
N
E
D
W
I
T
H
AP
P
R
O
V
E
D
F
A
S
T
E
N
E
R
S
.
A
L
L
L
A
P
S
SH
A
L
L
B
E
A
M
I
N
I
M
U
M
O
F
4
"
F
U
L
L
Y
SE
A
L
E
D
I
N
A
P
P
R
O
V
E
D
F
L
A
S
H
I
N
G
CE
M
E
N
T
.
F
L
A
S
H
I
N
G
S
H
A
L
L
S
T
A
R
T
A
T
TH
E
L
O
W
E
R
P
O
R
T
I
O
N
O
F
R
O
O
F
T
O
EN
S
U
R
E
W
A
T
E
R
-
S
H
E
A
D
I
N
G
C
A
P
A
B
I
L
I
T
I
E
S
OF
A
L
L
M
E
T
A
L
L
A
P
S
.
T
H
E
E
N
T
I
R
E
E
D
G
E
OF
T
H
E
H
O
R
I
Z
O
N
T
A
L
F
L
A
N
G
E
S
H
A
L
L
B
E
SE
A
L
E
D
C
O
V
E
R
I
N
G
A
L
L
N
A
I
L
PE
N
E
T
R
A
T
I
O
N
S
W
I
T
H
A
P
P
R
O
V
E
D
FL
A
S
H
I
N
G
C
E
M
E
N
T
A
N
D
M
E
M
B
R
A
N
E
.
BA
S
E
F
L
A
S
H
I
N
G
S
H
A
L
L
B
E
O
F
E
I
T
H
E
R
CO
R
R
I
S
I
O
N
-
R
E
S
I
S
T
A
N
T
M
E
T
A
L
P
R
O
V
I
D
E
D
IN
S
E
C
T
I
O
N
R
9
0
5
.
2
.
8
.
1
O
R
M
I
N
E
R
A
L
SU
R
F
A
C
E
R
O
L
L
R
O
O
F
I
N
G
W
E
I
G
H
I
N
G
A
MIN
I
M
U
M
O
F
7
7
P
O
U
N
D
S
P
E
R
1
0
0
SQ
U
A
R
E
F
E
E
T
.
C
O
U
N
T
E
R
F
L
A
S
H
I
N
G
SH
A
L
L
B
E
C
O
R
R
O
S
I
O
N
-
R
E
S
I
S
T
A
N
T
ME
T
A
L
W
I
T
H
A
M
I
N
I
M
U
M
T
H
I
C
K
N
E
S
S
PR
O
V
I
D
E
D
I
N
T
A
B
L
E
9
0
3
.
2
.
1
.
AREA #1 = 1332.18 * 144 / 300 = 639.45 SQ. IN. / 2 = 319.73NET FREE VENTILATED AREA(S):INDICATES POSSIBLE LOCATION OF ROOF VENTS. G.C.TO VERIFY AMOUNT AND SIZE OF ROOF VENTSPROVIDED TO MEET VENTILATION REQUIREMENTSWILLOWG.C. TO VERIFY THAT 320 SQ. IN. OF VENTILATION THROUGH UPPER2/3rds OF ROOF IS ACQUIREDAREA #1 = 1164 * 144 / 300 = 558.72 SQ. IN. / 2 = 279.36NET FREE VENTILATED AREA(S):INDICATES POSSIBLE LOCATION OF ROOF VENTS. G.C.TO VERIFY AMOUNT AND SIZE OF ROOF VENTS PROVIDED TO MEET VENTILATION REQUIREMENTSAREA #2 = 154 * 144 / 150 = 147.84 SQ. IN. BIRCH G.C. TO VERIFY THAT 280 SQ. IN. OF VENTILATION THROUGH UPPER2/3rds OF ROOF IS ACQUIRED G.C. TO VERIFY THAT 148 SQ. IN. OF VENTILATION THROUGHCONTINUOUS SOFFIT VENTING IS ACQUIRED AREA #1 = 1120.42 * 144 / 300 = 537.80 SQ. IN. / 2 = 269.9NET FREE VENTILATED AREA(S):INDICATES POSSIBLE LOCATION OF ROOF VENTS. G.C.TO VERIFY AMOUNT AND SIZE OF ROOF VENTSPROVIDED TO MEET VENTILATION REQUIREMENTSAREA #2 = 131.03 * 144 / 150 = 125.79 SQ. IN. REDWOOD G.C. TO VERIFY THAT 270 SQ. IN. OF VENTILATION THROUGH UPPER2/3rds OF ROOF IS ACQUIRED G.C. TO VERIFY THAT 126 SQ. IN. OF VENTILATION THROUGHCONTINUOUS SOFFIT VENTING IS ACQUIRED AREA #3 = 29 * 144 / 150 = 27.84 SQ. IN. G.C. TO VERIFY THAT 28 SQ. IN. OF VENTILATION THROUGHCONTINUOUS SOFFIT VENTING IS ACQUIRED
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES CONSTRUCTION DETAILS - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2141197 AS INDICATED 01-18-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:AD.1 WALL SECTION DETAILS
OV
E
R
H
A
N
G
D
E
T
A
I
L
S
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
WA
L
L
S
E
C
T
I
O
N
-
2
S
T
O
R
Y
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
WALL SECTION - 1 STORY SCALE: 3/4" = 1'-0"
KI
T
C
H
E
N
H
O
O
D
I
N
S
T
A
L
L
A
T
I
O
N
D
E
T
A
I
L
S
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES CONSTRUCTION DETAILS - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2141197 AS INDICATED 01-18-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:AD.2
FL
A
S
H
I
N
G
D
E
T
A
I
L
S
SC
A
L
E
:
1
1
/
2
"
=
1
'
-
0
"
FLASHING DETAILS
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES CONSTRUCTION DETAILS - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2141197 AS INDICATED 01-18-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:AD.3
FL
A
S
H
I
N
G
D
E
T
A
I
L
S
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
FLASHING DETAILS
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES CONSTRUCTION DETAILS - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2141197 AS INDICATED 01-18-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:AD.4STUCCO / FLASHING DETAILS
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES CONSTRUCTION DETAILS - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2141197 AS INDICATED 01-18-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:AD.5STUCCO / FLASHING DETAILS
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES CONSTRUCTION DETAILS - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2141197 AS INDICATED 01-18-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:AD.6STUCCO / FLASHING DETAILS
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES CONSTRUCTION DETAILS - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:..TM-2141197 AS INDICATED 01-18-17NLMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:..Certification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:AD.7STUCCO / FLASHING DETAILS
SO
I
L
U
N
D
E
R
S
L
A
B
S
A
N
D
U
N
D
E
R
F
O
O
T
I
N
G
S
T
O
B
E
C
O
M
P
A
C
T
E
D
T
O
A
T
L
EA
S
T
9
5
%
O
F
MA
X
.
D
R
Y
D
E
N
S
I
T
Y
A
S
D
E
T
E
R
M
I
N
E
D
B
Y
A
S
T
M
-
1
5
5
7
(
M
O
D
I
F
I
E
D
P
R
O
C
T
O
R
)
M
I
N
I
M
U
M
BE
A
R
I
N
G
C
A
P
A
C
I
T
Y
20
0
0
P
S
F
GE
N
E
R
A
L
N
O
T
E
S
1.
A
L
L
C
O
N
C
R
E
T
E
S
H
A
L
L
H
A
V
E
A
M
I
N
I
M
U
M
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
A
T
2
8
D
AY
S
O
F
25
0
0
P
S
I
,
A
S
L
U
M
P
O
F
4
"
P
L
U
S
O
R
M
I
N
U
S
1
"
,
A
N
D
H
A
V
E
2
T
O
4
%
A
I
R
E
N
T
R
A
I
N
M
E
N
T
,
AN
D
A
M
A
X
I
M
U
M
W
A
T
E
R
/
C
E
M
E
N
T
R
A
T
I
O
O
F
0
.
5
8
.
2.
A
L
L
R
E
I
N
F
O
R
C
I
N
G
S
T
E
E
L
S
H
A
L
L
B
E
D
E
F
O
R
M
E
D
B
I
L
L
E
T
S
T
E
E
L
C
O
N
F
O
R
M
I
N
G
T
O
AS
T
M
A
-
6
1
5
G
R
A
D
E
4
0
.
3.
W
E
L
D
E
D
W
I
R
E
F
A
B
R
I
C
S
H
A
L
L
C
O
N
F
O
R
M
T
O
A
S
T
M
A
-
l
8
5
F
O
R
6
x
6
x
W
1
.
4
x
W
1
.
4
WW
F
S
H
A
L
L
B
E
L
A
P
P
E
D
A
T
L
E
A
S
T
6
"
&
C
O
N
T
A
I
N
A
T
L
EA
S
T
O
N
E
C
R
O
S
S
W
I
R
E
W
I
T
H
I
N
TH
E
6
"
.
F
I
B
E
R
M
I
X
O
F
E
Q
U
A
L
S
P
E
C
I
F
I
C
A
T
I
O
N
S
M
A
Y
B
E
U
S
E
D
I
N
L
I
E
U
O
F
W
W
F
.
4.
A
L
L
C
O
N
C
R
E
T
E
W
O
R
K
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
"
T
H
E
B
U
I
L
D
I
N
G
C
O
D
E
RE
Q
U
I
R
E
M
E
N
T
S
F
O
R
R
E
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
"
A
C
I
31
8
L
A
T
E
S
T
E
D
I
T
I
O
N
,
A
N
D
"S
P
E
C
I
F
I
C
A
T
I
O
N
S
F
O
R
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
F
O
R
B
U
I
L
D
I
N
G
S
,
"
A
C
I
30
1
.
5.
H
O
R
I
Z
O
N
T
A
L
F
O
O
T
I
N
G
B
A
R
S
S
H
A
L
L
B
E
B
E
N
T
M
I
N
.
1
2
B
A
R
D
I
A
M
E
T
E
R
S
(
E
X
C
L
U
D
I
N
G
BE
N
D
)
A
R
O
U
N
D
C
O
R
N
E
R
S
O
R
C
O
R
N
E
R
B
A
R
S
W
I
T
H
M
I
N
.
2
4
"
L
A
P
E
X
C
L
U
D
I
N
G
B
E
N
D
A
T
E
A
C
H
E
N
D
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
.
6.
M
I
N
I
M
U
M
L
A
P
S
P
L
I
C
E
S
O
N
A
L
L
R
E
I
N
F
O
R
C
I
N
G
B
A
R
S
S
H
A
L
L
B
E
4
8
B
A
R
D
I
A
M
E
T
E
R
S
.
7.
S
L
A
B
O
N
G
R
A
D
E
,
R
E
I
N
F
O
R
C
E
M
E
N
T
S
H
A
L
L
B
E
S
U
P
P
O
R
T
E
D
I
N
P
L
A
C
E
F
R
O
M
T
H
E
CE
N
T
E
R
T
O
U
P
P
E
R
1
/
3
O
F
T
H
E
S
L
A
B
.
1.
U
S
E
1
/
2
"
C
E
I
L
I
N
G
O
R
S
A
G
R
E
S
I
S
T
A
N
T
B
O
A
R
D
F
O
R
2
4
"
O
.
C
.
F
R
A
M
I
N
G
U
N
L
E
S
S
OT
H
E
R
W
I
S
E
S
P
E
C
I
F
I
E
D
.
2.
5
/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
B
O
A
R
D
S
H
A
L
L
B
E
U
S
E
D
O
N
C
E
I
L
I
N
G
I
N
G
A
R
A
G
E
W
H
E
N
LIV
I
N
G
S
P
A
C
E
I
S
A
B
O
V
E
T
H
E
G
A
R
A
G
E
.
1.
E
N
C
L
O
S
E
D
A
C
C
E
S
S
I
B
L
E
S
P
A
C
E
U
N
D
E
R
S
T
A
I
R
S
S
H
A
L
L
H
A
V
E
W
A
L
L
S
,
UN
D
E
R
S
T
A
I
R
SU
R
F
A
C
E
A
N
D
A
N
Y
S
O
F
F
I
T
S
P
R
O
T
E
C
T
E
D
O
N
T
H
E
E
N
C
L
O
S
E
D
S
I
D
E
W
I
T
H
1
/
2
-
I
N
C
H
(1
2
.
7
M
M
)
G
Y
P
S
U
M
B
O
A
R
D
.
IT
I
S
T
H
E
B
U
I
L
D
E
R
'
S
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
T
O
E
N
S
U
R
E
T
H
A
T
A
L
L
M
E
T
A
L
C
O
N
N
E
C
T
O
R
S
,
ME
T
A
L
F
A
S
T
E
N
E
R
S
,
A
N
C
H
O
R
S
,
A
N
D
N
A
I
L
S
A
R
E
T
H
E
AP
P
R
O
P
R
I
A
T
E
M
A
T
E
R
I
A
L
AN
D
/
O
R
H
A
V
E
T
H
E
A
P
P
R
O
P
R
I
A
T
E
C
O
A
T
I
N
G
F
O
R
U
S
E
W
I
T
H
T
H
E
D
I
F
F
E
R
E
N
T
T
Y
P
E
S
OF
P
R
E
S
S
U
R
E
T
R
E
A
T
E
D
W
O
O
D
S
,
A
S
P
E
R
T
H
E
F
O
L
L
O
W
I
N
G
G
U
I
D
E
L
I
N
E
S
.
1.DR
I
L
L
A
3
/
4
"
Ø
H
O
L
E
M
I
N
.
6
"
D
E
E
P
A
T
L
O
C
A
T
I
O
N
O
F
O
M
I
T
T
E
D
R
E
B
A
R
,
A
N
D
I
N
S
T
A
L
L
#
5
B
A
R
IN
T
O
E
P
O
X
Y
F
I
L
L
E
D
H
O
L
E
.
E
P
O
X
Y
T
O
B
E
S
I
M
PS
O
N
S
T
R
O
N
G
T
I
E
E
P
O
X
Y
O
R
E
Q
.
F
O
L
L
O
W
MA
N
U
'
S
I
N
S
T
R
U
C
T
I
O
N
S
.
A
S
S
U
R
E
A
L
L
D
U
S
T
A
N
D
D
E
B
R
I
S
F
R
O
M
D
R
I
L
L
I
N
G
A
R
E
R
E
M
O
V
E
D
FR
O
M
H
O
L
E
w
/
C
O
M
P
R
E
S
S
E
D
A
I
R
P
R
I
O
R
T
O
A
P
P
L
Y
I
N
G
E
P
O
X
Y
.
A
L
L
O
W
E
P
O
X
Y
T
O
CU
R
E
T
O
MA
N
U
'
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
,
T
H
E
N
F
I
L
L
C
E
L
L
I
N
N
O
R
M
A
L
W
A
Y
DU
R
I
N
G
B
O
N
D
B
E
A
M
P
O
U
R
.
U
S
E
30
"
M
I
N
.
L
A
P
S
P
L
I
C
E
.
H
O
O
K
S
A
T
T
O
P
O
F
B
A
R
T
O
B
E
M
I
N
.
1
2
B
A
R
D
I
A
M
E
T
E
R
S
(
E
X
C
L
U
D
I
N
G
BE
N
D
)
.
2.MA
Y
S
U
B
S
T
R
A
P
S
/
C
O
N
N
E
C
T
O
R
S
w
/
S
T
R
A
P
S
/
C
O
N
N
E
C
T
O
R
S
O
F
E
Q
U
A
L
O
R
G
R
E
A
T
E
R
U
P
L
I
F
T
&
L
A
T
E
R
A
L
R
E
S
I
S
T
A
N
C
E
V
A
L
U
E
S
I
N
F
I
E
L
D
W
I
T
H
O
U
T
V
E
R
I
F
I
C
A
T
I
O
N
,
P
R
O
V
I
D
E
D
A
L
L
MA
N
U
F
A
C
T
U
R
E
R
'
S
I
N
S
T
A
L
L
A
T
I
O
N
I
N
S
T
R
U
C
T
I
O
N
S
A
R
E
F
O
L
L
O
W
E
D
.
3.2X
1
2
'
S
M
A
Y
B
E
U
S
E
D
I
L
O
T
I
M
B
E
R
S
T
R
A
N
D
S
F
O
R
S
T
A
I
R
S
T
R
I
N
G
E
R
S
.
R
I
M
B
O
A
R
D
S
M
A
Y
B
E
US
E
D
F
O
R
R
I
S
E
R
S
&
T
R
E
A
D
S
I
L
O
2
x
1
2
'
S
(
S
E
E
G
E
N
.
S
T
A
I
R
D
E
T
S
F
O
R
A
D
D
I
T
'
L
I
N
F
O
.
)
4.WO
O
D
S
T
U
D
S
M
A
Y
B
E
S
U
B
B
E
D
w
/
M
E
T
A
L
S
T
U
D
S
I
N
N
O
N
-
L
O
A
D
B
E
A
R
I
N
G
W
A
L
L
S
5.-1
/
2
"
A
L
L
T
H
R
E
A
D
R
O
D
w
/
2
"
x
2
"
S
Q
.
W
A
S
H
E
R
D
R
I
L
L
&
E
P
O
X
Y
w
/
S
I
M
P
S
O
N
S
E
T
E
P
O
X
Y
W
I
T
H
MIN
.
7
"
E
M
B
E
D
M
E
N
T
.
-1
/
2
"
x
6
"
S
I
M
P
S
O
N
T
I
T
E
N
H
D
T
H
R
E
A
D
E
D
A
N
C
H
O
R
S
W
/
L
B
P
1
/
2
W
A
S
H
E
R
M
A
Y
B
E
U
S
E
D
I
L
O
1
/
2
"
J-B
O
L
T
.
T
A
P
C
O
N
F
A
S
T
E
N
E
R
S
M
A
Y
B
E
U
S
E
D
I
L
O
S
I
M
P
S
O
N
T
I
T
E
N
S
6.-F
O
R
B
E
D
J
O
I
N
T
S
1
/
2
"
-
1
"
,
G
R
O
U
T
F
I
L
L
C
E
L
L
S
I
N
B
L
O
C
K
A
F
F
E
C
T
E
D
(
N
O
V
E
R
T
.
R
E
I
N
F
.
R
E
Q
'
D
)
-F
O
R
H
E
A
D
J
O
I
N
T
S
G
R
E
A
T
E
R
T
H
A
N
3
/
4
"
,
G
R
O
U
T
F
I
L
L
C
E
L
L
I
N
B
L
O
C
K
A
F
F
E
C
T
E
D
O
N
EA
.
S
I
D
E
O
F
J
O
I
N
T
.
P
R
O
V
I
D
E
(
1
)
#
5
V
E
R
T
.
R
E
I
N
F
.
I
N
E
A
.
C
E
L
L
C
O
N
T
.
P
E
R
P
L
A
N
.
**
E
X
C
E
P
T
I
O
N
:
I
F
T
I
E
B
E
A
M
C
O
U
R
S
E
A
N
D
A
D
J
.
T
W
O
C
O
U
R
S
E
S
B
E
L
O
W
,
A
S
W
E
L
L
A
S
1
s
t
(
2
)
CO
U
R
S
E
S
F
R
O
M
F
N
D
.
H
A
V
E
H
E
A
D
J
O
I
N
T
S
W
H
I
C
H
F
A
L
L
W
/
I
N
T
H
E
S
P
E
C
I
F
I
E
D
T
O
L
E
R
A
N
C
E
S
,
TH
E
A
D
D
E
D
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
I
S
N
O
T
R
E
Q
'
D
T
O
B
E
E
P
O
X
I
E
D
I
N
T
O
T
I
E
B
E
A
M
/
F
T
G
-F
O
R
B
L
O
C
K
S
N
O
T
S
T
A
G
G
E
R
E
D
,
G
R
O
U
T
F
I
L
L
C
E
L
L
E
A
.
S
I
D
E
O
F
J
O
I
N
T
A
N
D
P
R
O
V
I
D
E
(
1
)
#
5
VE
R
T
.
R
E
I
N
F
.
I
N
E
A
.
C
E
L
L
,
C
O
N
T
.
P
E
R
P
L
A
N
.
7.
-
F
O
R
C
M
U
O
V
E
R
H
A
N
G
I
N
G
F
O
U
N
D
A
T
I
O
N
<1/2
"
,
N
O
F
I
X
I
S
R
E
Q
'
D
P
O
U
R
T
I
E
B
E
A
M
&
V
E
R
T
.
CE
L
L
S
P
E
R
P
L
A
N
.
-F
O
R
C
M
U
O
V
E
R
H
A
N
G
I
N
G
F
O
U
N
D
A
T
I
O
N
F
R
O
M
+
1
/
2
"
-
1
-
1
/
8
"
,
G
R
O
U
T
F
I
L
L
F
I
R
S
T
(
3
)
C
O
U
R
S
E
S
IN
W
A
L
L
A
L
O
N
G
A
R
E
A
A
F
F
E
C
T
E
D
&
T
I
E
B
E
A
M
A
N
D
V
E
R
T
I
C
A
L
C
E
L
L
S
P
E
R
P
L
A
N
-F
O
R
C
M
U
O
V
E
R
H
A
N
G
I
N
G
F
O
U
N
D
A
T
I
O
N
O
V
E
R
1
-
1
/
8
"
,
C
O
N
T
A
C
T
E
O
R
F
O
R
R
E
P
A
I
R
S
.
1.
A
L
L
B
O
L
T
S
&
T
H
R
E
A
D
E
D
R
O
D
S
T
O
B
E
A
S
T
M
A
3
0
7
O
R
B
E
T
T
E
R
(
U
.
N
.
O
.
)
2.
S
T
E
E
L
B
O
L
T
S
L
E
S
S
T
H
AN
O
N
E
-
H
A
L
F
-
I
N
C
H
(
1
2
.
7
mm
)
I
N
D
I
A
M
E
T
E
R
U
S
E
D
A
S
FA
S
T
E
N
E
R
S
F
O
R
P
R
E
S
S
U
R
E
P
R
E
S
E
R
V
A
T
I
V
E
-
T
R
E
A
T
E
D
W
O
O
D
S
H
A
L
L
B
E
O
F
HO
T
-
D
I
P
P
E
D
Z
I
N
C
C
O
A
T
E
D
G
A
L
V
A
N
I
Z
E
D
S
T
E
E
L
,
S
T
A
I
N
L
E
S
S
S
T
E
E
L
,
S
I
L
I
C
O
N
B
R
O
N
Z
E
OR
C
O
P
P
E
R
.
F
A
S
T
E
N
E
R
S
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
S
T
M
A
15
3
.
3.
F
A
S
T
E
N
E
R
S
O
T
H
E
R
T
H
A
N
N
A
I
L
S
A
N
D
T
I
M
B
E
R
R
I
V
E
T
S
S
H
A
L
L
B
E
P
E
R
M
I
T
T
E
D
T
O
B
E
OF
M
E
C
H
A
N
I
C
A
L
L
Y
D
E
P
O
S
I
T
E
D
Z
I
N
C
-
C
O
A
T
E
D
S
T
E
E
L
W
I
T
H
C
O
A
T
I
N
G
W
E
I
G
H
T
S
I
N
AC
C
O
R
D
A
N
C
E
W
I
T
H
A
S
T
M
B
6
9
5
,
C
L
A
S
S
5
5
,
M
I
N
I
M
U
M
.
1.
W
O
O
D
T
R
E
A
T
E
D
W
I
T
H
D
O
T
S
O
D
I
U
M
B
O
R
A
T
E
(
S
B
X
)
:
C
O
N
N
E
C
T
O
R
S
S
H
A
L
L
B
E
A
MIN
I
M
U
M
G
5
0
Z
I
N
C
C
O
A
T
I
N
G
2.
W
O
O
D
T
R
E
A
T
E
D
W
I
T
H
A
C
Q
-
C
O
R
A
C
Q
-
D
(
C
A
R
B
O
N
A
T
E
)
O
R
O
T
H
E
R
B
O
R
A
T
E
(N
O
N
-
D
O
T
)
T
R
E
A
T
M
E
N
T
S
:
C
O
N
N
E
C
T
O
R
S
S
H
A
L
L
B
E
A
M
I
N
I
M
U
M
G
1
8
5
Z
I
N
C
C
O
A
T
I
N
G
.
3.
F
O
R
A
L
L
O
T
H
E
R
C
O
M
B
I
N
A
T
I
O
N
S
F
O
L
L
O
W
T
H
E
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
O
F
T
H
E
PR
E
S
E
R
V
A
T
I
V
E
W
O
O
D
T
R
E
A
T
E
R
.
4.
S
T
A
I
N
L
E
S
S
S
T
E
E
L
C
O
N
N
E
C
T
O
R
S
A
N
D
F
A
S
T
E
N
E
R
S
M
AY
B
E
U
S
E
D
W
I
T
H
A
L
L
T
Y
P
E
S
OF
P
R
E
S
S
U
R
E
T
R
E
A
T
E
D
W
O
O
D
.
AL
L
E
N
G
I
N
E
E
R
E
D
L
U
M
B
E
R
I
S
T
O
H
A
V
E
T
H
E
M
I
N
I
M
U
M
D
E
S
I
G
N
VA
L
U
E
S
A
S
F
O
L
L
O
W
S
:
CO
L
U
M
N
S
BE
A
M
S
WO
O
D
B
E
A
R
I
N
G
S
U
R
F
A
C
E
S
A
R
E
T
O
B
E
S
Y
P
#
2
O
R
B
E
T
T
E
R
E
N
D
G
R
A
I
N
CO
N
D
I
T
I
O
N
U
.
N
.
O
.
E =
1
,
8
0
0
,
0
0
0
l
b
/
i
n
² U
.
N
.
O
.
E
=
2
,
0
0
0
,
0
0
0
l
b
/
i
n
² U
.
N
.
O
.
Fb
=
2
5
0
0
Ft
=
1
5
0
0
Fc
|
|
=
3
0
0
0
Fc
_
=
9
0
0
Fv
=
2
8
5
Fb
=
3
0
0
0
Ft
=
1
7
0
0
Fc
|
|
=
3
0
0
0
Fc
_
=
9
0
0
Fv
=
2
8
5
1.
H
O
L
L
O
W
L
O
A
D
B
E
A
R
I
N
G
U
N
I
T
S
S
H
A
L
L
B
E
N
O
R
M
A
L
W
E
I
G
H
T
,
G
R
A
D
E
N
,
T
Y
P
E
2
,
CO
N
F
O
R
M
I
N
G
T
O
A
S
T
M
C
9
0
,
W
/
A
M
I
N
I
M
U
M
N
E
T
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
O
F
2
0
0
0
PS
I
(
f
'
m
=
1
9
0
0
P
S
I
)
2.
M
O
R
T
A
R
S
H
A
L
L
B
E
T
Y
P
E
M
O
R
S
,
C
O
N
F
O
R
M
I
N
G
T
O
A
S
T
M
C
2
7
0
3.
H
E
A
D
M
O
R
T
A
R
J
O
I
N
T
S
A
T
P
R
E
C
A
S
T
W
I
N
D
O
W
S
I
L
L
S
T
O
B
E
N
O
M
O
R
E
T
H
A
N
1
"
.
4.
C
O
A
R
S
E
G
R
O
U
T
S
H
A
L
L
C
O
N
F
O
R
M
T
O
A
S
T
M
C
4
7
6
W
I
T
H
A
M
A
X
I
M
U
M
A
G
G
R
E
G
A
T
E
SIZ
E
O
F
3
/
8
"
A
N
D
A
M
I
N
I
M
U
M
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
O
F
30
0
0
P
S
I
.
5.
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
S
H
A
L
L
B
E
A
S
N
O
T
E
D
O
N
T
H
E
D
R
A
W
I
N
G
S
W
I
T
H
C
E
L
L
S
FI
L
L
E
D
W
I
T
H
C
O
A
R
S
E
G
R
O
U
T
A
N
D
G
R
A
D
E
4
0
S
T
E
E
L
.
R
E
I
N
F
O
R
C
E
M
E
N
T
S
H
A
L
L
B
E
PL
A
C
E
D
I
N
C
E
N
T
E
R
O
F
M
A
S
O
N
R
Y
C
E
L
L
W
/
M
I
N
1
/
2
"
C
L
E
A
R
A
N
C
E
T
O
I
N
S
I
D
E
F
A
C
E
.
6.
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
S
H
A
L
L
B
E
H
E
L
D
I
N
C
E
N
T
E
R
O
F
T
H
E
M
A
S
O
N
R
Y
/
B
L
O
C
K
WA
L
L
A
T
T
H
E
T
O
P
&
B
O
T
T
O
M
&
M
A
X
I
M
U
M
8
'
-
0
"
U
.
N
.
O
.
V
E
R
I
T
C
A
L
L
Y
.
T
I
E
S
T
O
T
H
E
FO
O
T
I
N
G
&
L
I
N
T
E
L
S
T
E
E
L
I
S
A
D
E
Q
U
A
T
E
@
T
O
P
&
B
O
T
T
O
M
O
F
W
A
L
L
;
R
E
B
A
R
PO
S
I
T
I
O
N
E
R
S
I
N
M
I
D
D
L
E
O
F
W
A
L
L
7.
R
E
I
N
F
O
R
C
I
N
G
S
T
E
E
L
S
H
A
L
L
B
E
L
A
P
P
E
D
M
I
N
.
2
5
"
U
.
N
.
O
.
8.
H
O
O
K
S
A
T
T
H
E
T
O
P
&
B
O
T
T
O
M
O
F
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
B
A
R
S
T
O
B
O
N
D
CO
U
R
S
E
A
N
D
F
O
O
T
I
N
G
T
O
B
E
N
O
L
E
S
S
T
H
A
N
1
2
B
A
R
D
I
A
M
E
T
E
R
S
E
X
C
L
U
D
I
N
G
B
E
N
D
9.
E
X
P
A
N
S
I
O
N
T
Y
P
E
A
N
C
H
O
R
S
A
R
E
N
O
T
T
O
B
E
U
S
E
D
I
N
B
O
N
D
C
O
U
R
S
E
.
E
M
B
E
D
D
E
D
AN
C
H
O
R
S
O
R
E
P
O
X
Y
F
A
S
T
E
N
E
D
S
T
U
D
S
S
H
A
L
L
B
E
U
S
E
D
.
10
.
M
A
S
O
N
R
Y
R
O
U
G
H
O
P
E
N
I
N
G
T
O
L
E
R
A
N
C
E
S
-
1
/
4
"
T
O
+
1
/
2
"
11
.
G
R
O
U
T
S
T
O
P
S
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
B
E
L
O
W
B
O
N
D
B
E
A
M
.
P
L
A
S
T
I
C
S
C
R
E
E
N
,
M
E
T
A
L
LA
T
H
S
T
R
I
P
O
R
C
A
V
I
T
Y
C
A
P
S
M
A
Y
B
E
U
S
E
D
T
O
P
R
E
V
E
N
T
T
H
E
F
L
O
W
O
F
G
R
O
U
T
I
N
T
O
CE
L
L
S
B
E
L
O
W
.
T
H
E
U
S
E
O
F
F
E
L
T
P
A
P
E
R
A
S
A
S
T
O
P
I
S
P
R
O
H
I
B
I
T
E
D
.
12
.
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
A
N
D
S
H
O
R
I
N
G
O
F
W
A
L
L
T
O
P
R
O
V
I
D
E
S
T
A
B
I
L
I
T
Y
D
U
R
I
N
G
CO
N
S
T
R
U
C
T
I
O
N
S
H
A
L
L
B
E
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
C
O
N
T
R
A
C
T
O
R
13
.
D
O
N
O
T
A
P
P
L
Y
U
N
I
F
O
R
M
L
O
A
D
S
T
O
MA
S
O
N
R
Y
W
A
L
L
S
F
O
R
(
3
)
D
A
Y
S
A
N
D
N
O
CO
N
C
E
N
T
R
A
T
E
D
L
O
A
D
S
F
O
R
(
7
)
D
A
Y
S
.
P
E
R
C
O
D
E
A
C
I
31
8
,
L
A
T
E
S
T
E
D
I
T
I
O
N
5
.
1
1
.
1
14
.
D
U
R
I
N
G
C
O
N
C
R
E
T
E
P
O
U
R
S
,
G
C
T
O
A
D
E
Q
U
A
T
E
L
Y
V
I
B
R
A
T
E
T
H
E
F
I
L
L
E
D
C
E
L
L
W
/
EIT
H
E
R
R
O
D
D
I
N
G
O
R
P
E
N
C
I
L
V
I
B
R
A
T
O
R
T
O
E
N
S
U
R
E
P
R
O
P
E
R
C
O
N
C
R
E
T
E
CO
N
S
O
L
I
D
A
T
I
O
N
.
1.
W
O
O
D
C
O
N
S
T
R
U
C
T
I
O
N
S
H
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
N
F
P
A
"
N
A
T
I
O
N
A
L
D
E
S
I
G
N
SP
E
C
I
F
I
C
A
T
I
O
N
F
O
R
W
O
O
D
C
O
N
S
T
R
U
C
T
I
O
N
"
,
L
A
T
E
S
T
E
D
I
T
I
O
N
.
(
N
D
S
)
2.
A
L
L
E
X
T
E
R
I
O
R
W
O
O
D
S
T
U
D
W
A
L
L
S
,
B
E
A
R
I
N
G
W
A
L
L
S
.
S
H
E
A
R
W
A
L
L
S
A
N
D
M
I
S
C
.
ST
R
U
C
T
U
R
A
L
W
O
O
D
F
R
A
M
I
N
G
M
E
M
B
E
R
S
.
(
I
.
E
.
B
L
O
C
K
I
N
G
O
R
G
A
B
L
E
E
N
D
B
R
A
C
I
N
G
)
,
SH
A
L
L
B
E
S
P
R
U
C
E
-
P
I
N
E
-
F
I
R
O
R
E
Q
U
I
V
A
L
E
N
T
.
N
O
.
2
G
R
A
D
E
S
H
A
L
L
B
E
U
S
E
D
RE
G
A
R
D
L
E
S
S
O
F
S
P
E
C
I
E
S
U
.
N
.
O
.
O
N
F
R
A
M
I
N
G
P
L
A
N
S
O
R
D
E
T
A
I
L
S
.
E
N
D
-
J
O
I
N
T
E
D
LU
M
B
E
R
I
S
N
O
T
P
E
R
M
I
T
T
E
D
T
O
B
E
U
S
E
D
I
N
A
N
Y
L
O
A
D
B
E
A
R
I
N
G
(
G
R
A
V
I
T
Y
O
R
W
I
N
D
)
CO
N
D
I
T
I
O
N
S
.
E
.
O
.
R
.
T
O
R
E
V
I
E
W
I
F
I
N
S
T
A
L
L
E
D
.
3.
F
I
E
L
D
-
C
U
T
E
N
D
S
,
N
O
T
C
H
E
S
A
N
D
D
R
I
L
L
E
D
H
O
L
E
S
O
F
P
R
E
S
E
R
V
A
T
I
V
E
-
T
R
E
A
T
E
D
WO
O
D
S
H
A
L
L
B
E
T
R
E
A
T
E
D
I
N
T
H
E
F
I
E
L
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
W
P
A
M
4
.
4.
T
H
E
P
O
R
T
I
O
N
S
O
F
G
L
U
E
D
-
L
A
M
I
N
A
T
E
D
T
I
M
B
E
R
S
T
H
A
T
F
O
R
M
T
H
E
S
T
R
U
C
T
U
R
A
L
SU
P
P
O
R
T
S
O
F
A
B
U
I
L
D
I
N
G
O
R
O
T
H
E
R
S
T
R
U
C
T
U
R
E
A
N
D
A
R
E
E
X
P
O
S
E
D
T
O
W
E
A
T
H
E
R
AN
D
N
O
T
P
R
O
P
E
R
L
Y
P
R
O
T
E
C
T
E
D
B
Y
A
R
O
O
F
,
E
A
V
E
O
R
S
I
M
I
L
A
R
C
O
V
E
R
I
N
G
S
H
A
L
L
BE
P
R
E
S
S
U
R
E
T
R
E
A
T
E
D
W
I
T
H
P
R
E
S
E
R
V
A
T
I
V
E
,
O
R
B
E
M
A
N
U
F
A
C
T
U
R
E
D
F
R
O
M
NA
T
U
R
A
L
L
Y
D
U
R
A
B
L
E
O
R
P
R
E
S
E
R
V
A
T
I
V
E
-
T
R
E
A
T
E
D
W
O
O
D
.
5.
A
L
L
L
U
M
B
E
R
S
P
E
C
I
F
I
E
D
O
N
D
R
A
W
I
N
G
S
I
S
I
N
T
E
N
D
E
D
F
O
R
D
R
Y
U
S
E
O
N
L
Y
(M
O
I
S
T
U
R
E
C
O
N
T
E
N
T
1
9
%
O
R
L
E
S
S
)
,
U
.
N
.
O
.
A
L
L
W
A
T
E
R
P
R
O
O
F
I
N
G
A
N
D
F
I
R
E
S
A
F
E
T
Y
SY
S
T
E
M
S
A
R
E
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
C
O
N
T
R
A
C
T
O
R
A
N
D
A
R
E
T
O
B
E
DE
S
I
G
N
E
D
A
N
D
D
E
T
A
I
L
E
D
B
Y
O
T
H
E
R
S
.
6.
A
N
Y
W
O
O
D
F
R
A
M
E
I
N
T
E
R
I
O
R
B
E
A
R
I
N
G
W
A
L
L
S
T
U
D
S
T
H
A
T
H
AV
E
H
O
L
E
S
I
N
T
H
E
CE
N
T
E
R
O
F
T
H
E
S
T
U
D
U
P
T
O
1
"
D
I
A
.
S
H
A
L
L
H
A
V
E
S
T
U
D
P
R
O
T
E
C
T
I
O
N
S
H
E
I
L
D
S
.
A
L
L
HO
L
E
S
O
V
E
R
1
"
I
N
D
I
A
F
O
R
P
L
U
M
B
I
N
G
L
I
N
E
S
,
E
T
C
.
S
H
A
L
L
B
E
R
E
P
A
I
R
E
D
W
I
T
H
SIM
P
S
O
N
H
S
S
2
S
T
U
D
S
H
O
E
S
,
T
Y
P
U
.
N
.
O
.
7.
M
A
N
Y
O
F
T
H
E
P
R
E
S
S
U
R
E
T
R
E
A
T
E
D
W
O
O
D
S
U
S
E
C
H
E
M
I
C
A
L
S
T
H
A
T
A
R
E
CO
R
R
O
S
I
V
E
T
O
S
T
E
E
L
.
I
T
I
S
T
H
E
B
U
I
L
D
E
R
'
S
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
T
O
V
E
R
I
F
Y
T
H
E
T
Y
P
E
OF
W
O
O
D
T
R
E
A
T
M
E
N
T
A
N
D
T
O
S
E
L
E
C
T
A
P
P
R
O
P
R
I
A
T
E
C
O
N
N
E
C
T
O
R
S
T
H
A
T
R
E
S
I
S
T
CO
R
R
O
S
I
O
N
.
F
O
R
E
X
A
M
P
L
E
.
A
C
Q
-
C
,
A
C
Q
-
D
,
C
B
A
-
A
O
R
C
A
-
B
R
E
Q
U
I
R
E
H
O
T
-
D
I
PP
E
D
GA
L
V
A
N
I
Z
E
D
O
R
S
T
A
I
N
L
E
S
S
S
T
E
E
L
F
AS
T
E
N
E
R
S
.
D
O
R
S
O
D
I
U
M
B
O
R
A
T
E
(
SB
X
)
D
O
E
S
NO
T
.
8.
A
L
L
E
X
P
O
S
E
D
W
O
O
D
O
R
W
O
O
D
I
N
C
O
N
T
A
C
T
W
I
T
H
E
A
R
T
H
,
C
O
NC
R
E
T
E
O
R
MA
S
O
N
R
Y
I
S
T
O
B
E
P
R
E
S
S
U
R
E
T
R
E
A
T
E
D
.
9.
U
N
T
R
E
A
T
E
D
W
O
O
D
S
H
A
L
L
N
O
T
B
E
I
N
D
I
R
E
C
T
C
O
N
T
A
C
T
W
I
T
H
C
O
N
C
R
E
T
E
O
R
MA
S
O
N
R
Y
.
S
E
A
T
P
L
A
T
E
S
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
A
T
BE
A
R
I
N
G
L
O
C
A
T
I
O
N
S
W
I
T
H
O
U
T
WO
O
D
E
N
T
O
P
P
L
A
T
E
S
.
10
.
S
E
E
P
L
A
N
F
O
R
B
U
I
L
T
U
P
S
T
U
D
C
O
L
U
M
N
A
N
D
B
E
A
M
N
A
I
L
I
N
G
P
A
T
T
E
R
N
S
1.
M
A
T
E
R
I
A
L
S
P
E
C
S
:
W
I
D
E
F
L
A
N
G
E
S
E
C
T
I
O
N
S
:
A
S
T
M
A
99
2
,
G
R
A
D
E
3
6
,
F
y
=
3
6
K
S
I
.
T
U
B
E
ST
E
E
L
(
H
S
S
)
:
A
S
T
M
A
5
0
0
,
G
R
A
D
E
B
,
F
y
=
4
6
K
S
I
.
P
I
P
E
S
T
E
E
L
:
A
S
T
M
A
5
3
,
T
Y
P
E
E
O
R
S
,
F
y
=
35
K
S
I
.
A
L
L
O
T
H
E
R
S
T
R
U
C
T
U
R
A
L
&
M
I
S
C
.
S
T
E
E
L
:
A
3
6
F
y
=
3
6
K
S
I
.
2.
S
T
R
U
C
T
.
C
O
N
N
E
C
T
I
O
N
S
:
A
L
L
S
T
R
U
C
T
.
B
O
L
T
S
T
O
B
E
A
32
5
N
U
.
N
.
O
.
A
L
L
A
3
2
5
N
B
O
L
T
S
SH
A
L
L
B
E
A
T
"
S
N
U
G
-
T
I
G
H
T
"
C
O
N
D
I
T
I
O
N
A
S
D
E
F
I
N
E
D
I
N
T
H
E
S
P
E
C
.
S
L
I
P
C
R
I
T
I
C
A
L
(
S
C
)
BO
L
T
S
M
U
S
T
B
E
F
U
L
L
Y
T
E
N
S
I
O
N
E
D
P
E
R
S
P
E
C
S
T
R
U
C
T
.
B
O
L
T
S
S
M
A
L
L
E
R
T
H
A
N
5
/
8
"
D
I
A
.
TO
B
E
A
3
0
7
T
H
R
E
A
D
E
D
R
O
D
&
C
O
N
F
O
R
M
T
O
A
3
6
O
R
A
30
7
A
N
C
H
O
R
B
O
L
T
S
S
H
A
L
L
CO
N
F
O
R
M
T
O
A
S
T
M
F
1
5
5
4
A
L
L
B
O
L
T
S
C
A
S
T
I
N
C
O
N
C
R
E
T
E
:
A
S
T
M
A
3
6
O
R
A
S
T
M
A
-
3
0
7
SH
O
P
A
N
D
F
I
E
L
D
W
E
L
D
S
:
E
7
0
X
X
E
L
E
C
T
R
O
D
E
S
S
T
E
E
L
R
E
I
N
F
.
T
S
H
O
P
D
W
G
S
T
O
B
E
PR
O
V
I
D
E
D
T
O
E
O
R
B
E
F
O
R
E
F
A
B
R
I
C
A
T
I
O
N
F
O
R
R
E
V
I
E
W
A
N
D
A
P
P
R
O
V
A
L
.
W
E
L
D
E
D
CO
N
N
E
C
T
I
O
N
S
:
E
L
E
C
T
R
O
D
E
S
-
E
7
0
X
X
U
N
O
(
L
O
W
H
Y
D
R
O
G
E
N
)
.
F
I
L
L
E
T
W
E
L
D
S
S
H
A
L
L
B
E
316
"
U
N
O
.
3.
S
U
B
M
I
T
S
H
O
P
D
W
G
S
I
N
D
I
C
A
T
I
N
G
A
L
L
S
H
O
P
A
N
D
E
R
E
C
T
I
O
N
D
E
T
A
I
L
S
I
N
C
.
P
R
O
F
I
L
E
S
,
SI
Z
E
S
,
S
P
A
C
I
N
G
,
&
L
O
C
A
T
I
O
N
S
O
F
S
T
R
U
C
T
U
R
A
L
M
E
M
B
E
R
S
,
C
O
N
N
E
C
T
I
O
N
A
T
T
A
C
H
M
E
N
T
S
,
FA
S
T
E
N
E
R
S
,
L
O
A
D
,
A
N
D
T
O
L
E
R
A
N
C
E
S
.
4.
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
S
H
A
L
L
R
E
C
E
I
V
E
S
H
O
P
C
O
A
T
O
F
P
R
I
M
E
R
(
C
O
L
O
R
A
S
D
I
R
E
C
T
E
D
B
Y
AR
C
H
I
T
E
C
T
)
E
X
C
E
P
T
F
O
R
A
R
E
A
S
W
H
I
C
H
W
I
L
L
R
E
C
E
I
V
E
S
P
R
A
Y
-
O
N
F
I
R
E
P
R
O
T
E
C
T
I
O
N
.
5.
A
C
E
R
T
I
F
I
E
D
T
E
S
T
I
N
G
A
G
E
N
C
Y
S
H
A
L
L
B
E
E
N
G
A
G
E
D
T
O
P
E
R
F
O
R
M
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
IN
S
P
E
C
T
I
O
N
S
T
O
E
N
S
U
R
E
C
O
N
F
O
R
M
A
N
C
E
W
I
T
H
P
L
A
N
S
A
N
D
S
P
E
C
S
(
I
F
P
R
O
V
I
D
E
D
)
.
SU
B
M
I
T
R
E
P
O
R
T
S
T
O
A
R
C
H
I
T
E
C
T
A
N
D
E
N
G
I
N
E
E
R
.
|
|
TH
E
S
O
I
L
U
N
D
E
R
T
H
I
S
S
T
R
U
C
T
U
R
E
S
H
A
L
L
B
E
T
R
E
A
T
E
D
F
O
R
T
H
E
PR
E
V
E
N
T
I
O
N
O
F
S
U
B
T
E
R
R
A
N
E
A
N
T
E
R
M
I
T
E
S
,
O
R
A
P
E
R
I
M
I
T
E
R
T
R
E
A
T
M
E
N
T
(B
O
R
A
C
A
R
E
)
M
A
Y
B
E
U
S
E
D
,
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
R
U
L
E
S
A
N
D
L
A
W
S
ES
T
A
B
L
I
S
H
E
D
B
Y
T
H
E
F
L
O
R
I
D
A
D
E
P
A
R
T
M
E
N
T
O
F
A
G
R
I
C
U
L
T
U
R
E
A
N
D
CO
N
S
U
M
E
R
S
E
R
V
I
C
E
S
.
1.
A
L
L
P
R
E
F
A
B
R
I
C
A
T
E
D
W
O
O
D
T
R
U
S
S
E
S
S
H
A
L
L
B
E
S
E
CU
R
E
L
Y
F
A
S
T
E
N
E
D
T
O
T
H
E
I
R
S
U
P
P
O
R
T
I
N
G
W
A
L
L
S
O
R
B
E
A
M
S
W
I
T
H
H
U
R
R
I
C
A
N
E
C
L
I
P
S
O
R
A
NC
H
O
R
S
.
U
P
L
I
F
T
CO
N
N
E
C
T
O
R
S
S
U
C
H
A
S
H
U
R
R
I
C
A
N
E
C
L
I
P
S
,
T
R
U
S
S
A
NC
H
O
R
S
A
N
D
A
N
C
H
O
R
B
O
L
T
S
A
R
E
ON
L
Y
R
E
Q
U
I
R
E
D
O
N
M
E
M
B
E
R
S
I
N
W
A
L
L
S
T
H
A
T
A
R
E
E
X
P
O
S
E
D
T
O
U
P
L
I
F
T
O
R
L
A
T
E
R
A
L
FO
R
C
E
S
.
I
N
T
E
R
I
O
R
L
O
A
D
B
E
A
R
I
N
G
W
A
L
L
S
A
R
E
N
O
T
A
L
W
A
Y
S
E
X
P
O
S
E
D
T
O
U
P
L
I
F
T
F
O
R
C
E
S
.
TH
E
M
E
M
B
E
R
S
O
F
T
H
E
S
E
W
A
L
L
S
W
O
U
L
D
N
O
T
N
E
E
D
T
O
H
A
V
E
C
O
N
N
E
C
T
O
R
S
A
P
P
L
I
E
D
.
PL
E
A
S
E
C
O
O
R
D
I
N
A
T
E
W
I
T
H
T
H
E
T
R
U
S
S
E
N
G
I
N
E
E
R
F
O
R
T
H
E
L
O
C
A
T
I
O
N
O
F
T
H
E
S
E
W
A
L
L
S
AN
D
S
T
R
U
C
T
U
R
A
L
P
L
A
N
S
F
O
R
M
O
R
E
I
N
F
O
.
2.
T
R
U
S
S
E
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
B
Y
M
W
F
R
S
M
E
T
H
O
D
O
L
O
G
Y
F
O
R
L
O
N
G
S
P
A
N
T
R
U
S
S
E
S
T
O
DE
T
E
R
M
I
N
E
U
P
L
I
F
T
A
N
D
R
E
A
C
T
I
O
N
V
A
L
U
E
S
.
M
E
M
B
E
R
A
N
D
P
L
A
T
E
D
E
S
I
G
N
T
O
B
E
CA
L
C
U
L
A
T
E
D
B
Y
C
O
M
P
O
N
E
N
T
S
A
N
D
C
L
A
D
D
I
N
G
M
E
T
H
O
D
U
N
L
E
S
S
S
P
E
C
I
F
I
E
D
O
T
H
E
R
W
I
S
E
B
Y
TR
U
S
S
E
N
G
I
N
E
E
R
O
F
R
E
C
O
R
D
3.
P
R
E
F
A
B
R
I
C
A
T
E
D
W
O
O
D
T
R
U
S
S
E
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
LA
T
E
S
T
E
D
I
T
I
O
N
O
F
A
N
S
I
T
P
I
1
.
4.
B
R
I
D
G
I
N
G
F
O
R
P
R
E
-
E
N
G
I
N
E
E
R
E
D
T
R
U
S
S
E
S
S
H
A
L
L
B
E
A
S
R
E
Q
U
I
R
E
D
B
Y
T
R
U
S
S
MA
N
U
F
A
C
T
U
R
E
R
U
N
L
E
S
S
N
O
T
E
D
O
N
P
L
A
N
S
5.
T
R
U
S
S
E
L
E
V
A
T
I
O
N
S
A
N
D
S
E
C
T
I
O
N
S
A
R
E
F
O
R
G
E
N
E
R
A
L
C
O
N
F
I
G
U
R
A
T
I
O
N
O
F
TR
U
S
S
E
S
O
N
L
Y
.
W
E
B
M
E
M
B
E
R
S
A
R
E
N
O
T
S
H
O
W
N
,
B
U
T
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
B
Y
TR
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
D
E
S
I
G
N
L
O
A
D
S
.
TR
U
S
S
D
E
S
I
G
N
L
O
A
D
S
:
TO
P
C
H
O
R
D
:
L
r
=
1
6
P
S
F
DL
=
7
P
S
F
(
S
H
I
N
G
L
E
T
Y
P
E
R
O
O
F
C
O
V
E
R
)
D
L
=
1
5
P
S
F
(
L
I
G
H
T
W
E
I
G
H
T
C
L
A
Y
T
I
L
E
R
O
O
F
C
O
V
E
R
)
D
L
=
1
4
P
S
F
(
T
R
U
S
S
O
V
E
R
B
U
I
L
D
)
BO
T
T
O
M
C
H
O
R
D
:
D
L
=
5
P
S
F
MIN
I
M
U
M
F
L
O
O
R
D
E
S
I
G
N
L
I
V
E
L
O
A
D
S
:
A)
F
L
O
O
R
S
=
4
0
P
S
F
B
)
B
A
L
C
O
N
I
E
S
=
6
0
P
S
F
/
1
0
0
P
S
F
(
I
F
B
A
L
C
O
N
Y
>
10
0
S
Q
F
T
)
C)
D
E
C
K
S
=
4
0
P
S
F
D
)
S
T
A
I
R
S
=
4
0
P
S
F
E)
B
O
N
U
S
R
O
O
M
/
G
A
M
E
R
O
O
M
S
=
6
0
P
S
F
U
.
N
.
O
.
MIN
I
M
U
M
F
L
O
O
R
D
E
S
I
G
N
D
E
A
D
L
O
A
D
S
:
A)
F
L
O
O
R
S
=
1
5
P
S
F
B
)
B
A
L
C
O
N
I
E
S
=
1
5
P
S
F
GE
N
E
R
A
L
L
O
A
D
I
N
G
:
AT
T
I
C
W
I
T
H
O
U
T
S
T
O
R
A
G
E
=
1
0
P
S
F
AT
T
I
C
W
I
T
H
L
I
M
I
T
E
D
S
T
O
R
A
G
E
=
2
0
P
S
F
GU
A
R
D
R
A
I
L
S
/
H
A
N
D
R
A
I
L
S
=
2
0
0
L
B
P
O
I
N
T
L
O
A
D
/
5
0
P
S
F
GU
A
R
D
R
A
I
L
S
I
N
-
F
I
L
L
C
O
M
P
O
N
E
N
T
S
=
5
0
P
S
F
GE
N
E
R
A
L
T
R
U
S
S
B
R
A
C
I
N
G
&
B
L
O
C
K
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
S
-A
D
D
I
T
'
L
B
R
A
C
I
N
G
&
B
L
O
C
K
I
N
G
P
E
R
B
C
S
I
-
1
&
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
'
S
D
W
G
S
-G
.
C
.
T
O
P
R
O
V
I
D
E
M
I
N
2
x
S
Y
P
#
2
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
T
R
U
S
S
E
S
T
O
C
O
M
P
L
Y
W
/
A
P
A
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
F
O
R
M
I
N
.
7
/
1
6
”
O
S
B
S
H
E
A
T
H
I
N
G
-M
I
N
2
x
S
Y
P
#
2
B
L
O
C
K
I
N
G
R
E
Q
'
D
A
L
O
N
G
S
I
D
E
T
R
U
S
S
T
O
P
C
H
O
R
D
@
R
O
O
F
H
I
P
/
R
I
D
G
E
TO
P
R
E
V
E
N
T
S
H
E
A
T
H
I
N
G
S
P
A
N
F
R
O
M
E
X
C
E
E
D
I
N
G
2
F
T
(
N
O
T
R
E
Q
'
D
I
F
S
H
E
A
T
H
I
N
G
S
P
A
N
I
S
LE
S
S
T
H
A
N
2
F
T
)
.
B
L
O
C
K
I
N
G
T
O
T
R
U
S
S
T
O
P
C
H
O
R
D
w
/
(
2
)
12
d
N
A
I
L
S
@
1
2
”
O
.
C
.
M
A
X
&
4
”
F
R
O
M
EA
.
E
N
D
.
N
O
T
E
:
P
L
Y
W
O
O
D
E
D
G
E
S
@
H
I
P
C
O
R
N
E
R
S
R
E
Q
U
I
R
E
M
I
N
2
x
4
S
Y
P
#
2
B
L
O
C
K
I
N
G
w
/
(
3
)
12
d
T
O
E
N
A
I
L
S
E
A
C
H
E
N
D
.
-T
R
U
S
S
“
X
”
B
R
A
C
I
N
G
:
M
I
N
2
x
4
S
Y
P
#
2
A
T
A
N
G
L
E
A
P
P
R
O
X
.
4
5
°
F
R
O
M
V
E
R
T
.
T
O
E
A
.
T
R
U
S
S
ME
M
B
E
R
w
/
(
3
)
1
2
d
N
A
I
L
S
.
S
P
A
C
E
“
X
”
B
R
A
C
I
N
G
A
L
O
N
G
T
R
U
S
S
S
P
A
N
@
1
0
'
-
0
”
M
A
X
A
N
D
EQ
U
A
L
L
Y
S
P
A
C
E
D
F
R
O
M
E
N
D
O
F
T
R
U
S
S
.
“
X
”
B
R
A
C
I
N
G
T
O
S
T
A
R
T
2
0
'
-
0
”
M
A
X
F
R
O
M
#
1
H
I
P
GIR
D
E
R
A
N
D
/
O
R
(
4
)
B
A
Y
S
A
F
T
E
R
G
A
B
L
E
E
N
D
B
R
A
C
I
N
G
.
SE
E
B
C
S
I
-
B
3
S
E
C
T
I
O
N
S
1
,
2
A
N
D
3
FO
R
A
D
D
I
T
I
O
N
A
L
R
O
O
F
P
L
A
N
E
P
E
R
M
A
N
E
N
T
B
R
A
C
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
S
.
-P
E
R
M
A
N
E
N
T
2
x
4
S
P
F
#
2
(
M
I
N
.
)
C
O
N
T
.
L
A
T
E
R
A
L
T
R
U
S
S
B
O
T
T
O
M
C
H
O
R
D
B
R
A
C
I
N
G
PE
R
P
E
N
D
I
C
U
L
A
R
T
O
T
R
U
S
S
S
P
A
N
A
T
1
5
'
-
0
”
O
.
C
.
M
A
X
W
/
I
N
T
R
U
S
S
S
P
A
N
O
R
P
E
R
T
R
U
S
S
DE
S
I
G
N
D
R
A
W
I
N
G
S
.
A
T
T
A
C
H
W
/
(
2
)
1
6
d
N
A
I
L
S
A
T
E
A
C
H
T
R
U
S
S
.
O
V
E
R
L
A
P
B
R
A
C
I
N
G
A
T
L
E
A
S
T
ON
E
T
R
U
S
S
S
P
A
C
E
(
2
4
”
)
P
L
U
S
6
”
M
I
N
P
A
S
T
B
O
T
T
O
M
C
H
O
R
D
.
-IN
S
T
A
L
L
P
E
R
M
A
N
E
N
T
2
x
C
O
N
T
I
N
U
O
U
S
L
A
T
E
R
A
L
B
R
A
C
E
(
C
L
B
)
A
C
R
O
S
S
T
R
U
S
S
W
E
B
S
AS
I
N
D
I
C
A
T
E
D
O
N
T
R
U
S
S
S
H
O
P
D
R
A
W
I
N
G
S
&
B
C
S
I
-
B
3
.
(
“
T
”
B
R
A
C
I
N
G
M
A
Y
B
E
U
S
E
D
I
.
L
.
O
.
PE
M
A
N
E
N
T
C
L
B
I
F
I
T
E
X
T
E
N
D
S
M
I
N
.
9
0
%
O
F
T
H
E
T
R
U
S
S
W
E
B
(
S
E
E
W
E
B
R
E
I
N
F
O
R
C
E
M
E
N
T
TA
B
L
E
W
I
T
H
I
N
B
C
S
I
-
B
3
)
.
-A
T
R
A
I
S
E
D
H
E
E
L
T
R
U
S
S
E
S
,
2
x
4
S
Y
P
#
2
(
M
I
N
.
)
A
T
T
O
P
A
N
D
B
O
T
T
O
M
O
F
H
E
E
L
W
/
(
2
)
1
2
d
TO
E
N
A
I
L
S
R
E
Q
'
D
.
E
X
T
.
S
H
E
A
T
H
I
N
G
M
U
S
T
B
E
A
T
T
A
C
H
E
D
T
O
R
A
I
S
E
D
H
E
E
L
T
R
U
S
S
A
N
D
IN
D
I
C
A
T
E
D
B
L
O
C
K
I
N
G
.
A
L
T
E
R
N
A
T
E
I
F
H
E
E
L
H
E
I
G
H
T
I
S
L
E
S
S
T
H
A
N
1
2
”
T
A
L
L
:
2
x
4
S
Y
P
#
2
BE
H
I
N
D
T
H
E
T
R
U
S
S
V
E
R
T
.
R
U
N
N
I
N
G
F
R
O
M
T
O
P
T
O
B
O
T
T
O
M
A
C
R
O
S
S
M
A
X
4
T
R
U
S
S
E
S
,
T
H
E
N
BO
T
T
O
M
T
O
T
O
P
W
/
(
2
)
1
2
d
N
A
I
L
S
A
T
E
A
C
H
T
R
U
S
S
M
E
M
B
E
R
(
D
I
A
G
O
N
A
L
B
R
A
C
I
N
G
)
DI
A
G
O
N
A
L
B
R
A
C
I
N
G
R
E
Q
U
I
R
E
D
A
T
C
L
B
P
E
R
B
C
S
I
-
B
3
.
6.
T
H
E
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
S
H
A
L
L
D
E
T
E
R
M
I
N
E
A
L
L
S
P
A
N
S
,
W
O
R
K
I
N
G
P
O
I
N
T
S
,
B
E
A
R
I
N
G
PO
I
N
T
S
,
A
N
D
S
I
M
I
L
A
R
C
O
N
D
I
T
I
O
N
S
.
T
R
U
S
S
S
H
O
P
D
R
A
W
I
N
G
S
S
H
A
L
L
S
H
O
W
A
L
L
T
R
U
S
S
E
S
,
A
L
L
BR
A
C
I
N
G
M
E
M
B
E
R
S
,
A
N
D
A
L
L
T
R
U
S
S
T
O
T
R
U
S
S
H
A
N
G
E
R
S
.
ST
U
D
E =
1
,
5
0
0
,
0
0
0
l
b
/
i
n
² U
.
N
.
O
.
Fb
=
2
2
0
0
Ft
=
1
5
0
0
Fc
|
|
=
2
1
0
0
Fc
_
=
4
5
0
Fv
=
1
5
0
|
WI
N
D
P
R
E
S
S
U
R
E
/
SU
C
T
I
O
N
D
I
A
G
R
A
M
WIN
D
D
E
S
I
G
N
L
O
A
D
I
N
F
O
R
M
A
T
I
O
N
EF
F
E
C
T
I
V
E
WI
N
D
AR
E
A
(
S
Q
F
T
)
AR
E
A
10 20 50 10
0
4
(-
)
(-)
(+
)
(-
)
(-)
(+
)
(-
)
(+
)
(+
)
(-
)
(+
)
(-)
(-)
(+
)
(+
)
(+
)
WI
N
D
P
R
E
S
S
U
R
E
&
S
U
C
T
I
O
N
(P
S
F
)
(+
)
V
A
L
U
E
D
E
N
O
T
E
S
P
R
E
S
S
U
R
E
(-
)
V
A
L
U
E
D
E
N
O
T
E
S
S
U
C
T
I
O
N
5
GA
R
A
G
E
D
O
O
R
S
16
'
-
0
"
x
7
'
-
0
"
9'-
0
"
x
7
'
-
0
"
ST
A
N
D
A
R
D
D
E
S
I
G
N
P
R
E
S
S
U
R
E
N
O
T
E
S
1.
A
S
C
E
7
-
1
0
W
A
L
L
D
E
S
I
G
N
A
L
L
O
W
A
B
L
E
C
O
M
P
O
N
E
N
T
S
A
N
D
CL
A
D
D
I
N
G
W
I
N
D
P
R
E
S
S
U
R
E
S
A
N
D
S
U
C
T
I
O
N
S
P
E
R
F
L
O
R
I
D
A
BU
I
L
D
I
N
G
C
O
D
E
5
t
h
E
D
I
T
I
O
N
(
2
0
1
4
)
.
2.
M
E
A
N
R
O
O
F
H
E
I
G
H
T
F
O
R
A
T
Y
P
I
C
A
L
S
I
N
G
L
E
S
T
O
R
Y
H
O
M
E
IS
1
5
F
T
,
2
S
T
O
R
Y
H
O
M
E
I
S
3
0
F
T
3.
M
U
L
T
I
P
L
Y
T
H
E
A
B
O
V
E
P
R
E
S
S
U
R
E
S
B
Y
1
.
6
7
T
O
G
E
T
UL
T
I
M
A
T
E
W
I
N
D
P
R
E
S
S
U
R
E
S
.
4.
"
a
"
=
E
N
D
Z
O
N
E
I
S
O
N
L
Y
W
/
I
N
5
'
-
0
"
O
F
A
L
L
E
X
T
E
R
I
O
R
BU
I
L
D
I
N
G
C
O
R
N
E
R
S
.
5.
I
N
D
I
C
A
T
E
D
P
R
E
S
S
U
R
E
S
C
A
N
B
E
I
N
T
E
R
P
O
L
A
T
E
D
F
O
R
OT
H
E
R
D
O
O
R
S
I
Z
E
S
,
O
T
H
E
R
W
I
S
E
U
S
E
L
O
A
D
A
S
S
O
C
I
A
T
E
D
WI
T
H
T
H
E
L
O
W
E
R
E
F
F
E
C
T
I
V
E
A
R
E
A
S
.
6.
D
E
S
I
G
N
A
T
E
D
A
R
E
A
S
W
H
E
R
E
T
H
E
U
L
T
I
M
A
T
E
W
I
N
D
S
P
E
E
D
I
S
14
0
M
P
H
O
R
G
R
E
A
T
E
R
I
S
C
O
N
S
I
D
E
R
E
D
T
O
B
E
I
N
T
H
E
WI
N
D
-
B
O
U
R
N
E
D
E
B
R
I
S
A
R
E
A
.
O
P
E
N
I
N
G
P
R
O
T
E
C
T
I
O
N
RE
Q
U
I
R
E
D
.
R
E
F
E
R
T
O
S
E
C
T
I
O
N
R
3
0
1
.
2
.
1
.
2
O
F
T
H
E
RE
S
I
D
E
N
T
I
A
L
C
O
D
E
F
O
R
S
P
E
C
I
F
I
C
A
T
I
O
N
R
E
Q
U
I
R
E
M
E
N
T
S
OF
T
H
E
U
S
E
O
F
W
O
O
D
S
T
R
U
C
T
U
R
A
L
P
A
N
E
L
S
.
R
E
F
E
R
T
O
TA
B
L
E
R
3
0
1
.
2
.
1
.
2
F
O
R
A
T
T
A
C
H
M
E
N
T
S
P
E
C
I
F
I
C
A
T
I
O
N
S
WI
N
D
S
P
E
E
D
(
U
L
T
I
M
A
T
E
)
WI
N
D
S
P
E
E
D
(
A
L
L
O
W
A
B
L
E
)
WI
N
D
E
X
P
O
S
U
R
E
RIS
K
C
A
T
E
G
O
R
Y
EN
C
L
O
S
U
R
E
C
L
A
S
S
I
F
I
C
A
T
I
O
N
IN
T
E
R
N
A
L
P
R
E
S
S
U
R
E
C
O
E
F
F
I
C
I
E
N
T
II EN
C
L
O
S
E
D
+/-
0
.
1
8
DE
S
I
G
N
P
R
E
S
S
U
R
E
S
a
5
5
5
4
4
a5
a
BU
I
L
D
I
N
G
T
Y
P
E
V
B
WI
N
D
S
P
E
E
D
I
S
B
A
S
E
D
ON
L
I
N
E
A
R
I
N
T
E
R
P
O
L
A
T
I
O
N
F
O
R
T
H
I
S
S
I
T
E
.
20
.
8
18
.
0
19
.
8
22
.
0
23
.
9
22
.
0
20
.
2
19
.
0
22
.
9
21
.
2
28
.
3
26
.
4
(+
)
1
7
.
7
(-)
1
9
.
7
(+
)
1
8
.
4
(-
)
2
0
.
9
13
9
m
p
h
10
8
m
p
h
B 18
.
0
20
.
2
19
.
0
21
.
2
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:STRUCTURAL NOTES S1.0INDEX OF DRAWINGS SHEETSHEET TITLE S1.0 STRUCTURAL NOTES S2.0 FOUNDATION PLAN S3.0 DOWEL PLACEMENT PLAN S4.0 ROOF FRAMING PLANS4.1 NOTES & CONNECTOR LEGEND S5.0 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS UPDATES NUMBERDATEDESCRIPTION 12/9/2017 CREATED 8-UNIT BUILDING 2 3S4.2 FIRST FLOOR FRAMING PLAN SD6 TWO STORY DETAILS SD7 PARTY WALL DETAILSS2.1 FOUNDATION PLAN S3.1 DOWEL PLACEMENT PLAN FIRST FLOOR FRAMING PLAN ROOF FRAMING PLANS4.3 S4.4 S5.1 LINTEL PLAN ST1 GENERAL STAIR DETAILSSD8 PARTY WALL DETAILS
INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.TO TIE BEAM.INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.TO TIE BEAM ( O.C. MAX U.N.O.).SYMBOLS LEGEND INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARESUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL ORUSE ALTERNATE APPROVED METHOD.EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING ORRECESSING DOOR SILLS.VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAMENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.LAP SPLICES SHALL BE NO LESS THAN 25".PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIREMESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ONCOMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBERMESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENTCODE EDITION.PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BELAPPED MIN. 6" AND SEALED.6.5.4.3.1.2.MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYCOMMUNITY & COUNTY CODES.7.FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALSYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.8.NO WOOD STAKES PERMITTED IN FOUNDATION.9.PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPEDDOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TODETERMINE STEP LOCATIONS IF REQUIRED10.SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARDFOOTING STEP DOWN AND CORNER INFORMATION.11.ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCESHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCHPLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION12.ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONSFOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERALCONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY ASDETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR ).THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HASBEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF.13.PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TODETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEESTEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT ANDFOOTING SIZES PENDING DEPTH OF STEMWALL.14.FOUNDATION NOTES:INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.#5 CONT. FT.G TO TIE BEAM.FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (2) # 5 E.W. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (3) # 5 E.W. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (4) # 5 E.W. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (4) # 5 E.W. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (5) # 5 E.W. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (5) # 5 E.W. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (6) # 5 E.W. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (7) # 5 E.W. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (8) # 5 E.W. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (9) # 5 E.W.1 2 2.3 2.5 2.6 3 3.5 4 4.5 5 6'-8"
8"
6'-
6
"
7'-
2
"
15
'
-
2
"
22
'
-
4
"
8"12'-4"
13'-0"
60'-0"
TWO STORY FOUNDATION (U.N.O.)47'-0"
14
'
-
9
12"
4'-
4
12"
2'-0"18'-8"
2'-
2
"
16
'
-
0
"
4'-
2
"
22
'
-
4
"
2'-
2
"
8'-
0
"
2'-
2
"
3'-
8
"
5'-
1
0
"
2"
12
'
-
4
"
9'-
6
"
22
'
-
0
"
2'-
2
"
8'-
0
"
2'-
2
"
3'-
8
"
6'-
0
"
12
'
-
4
"
9'-
8
"
22
'
-
0
"
1'-
0
"
8'-
8
"
1'-
4
"
8'-0"2'-0"
9'-
8
"10
'
-
8
"
11'-4"
22
'
-
0
"
6"
4'-6"12'-0"8'-8"
2'-
3
"
11'-812"
3'-0"
4'-0"3'-0"
4'-0"3'-0"
11
'
-
8
12"
20'-8"
11
'
-
8
12"
20'-8"
4'-
1
0
"
16
'
-
1
0
"
4"
22
'
-
0
"
6'-0"
6'-0"
6'-0"
22
'
-
0
"
22
'
-
0
"
4'-
1
0
"
16
'
-
1
0
"
4"
4"
16
'
-
1
0
"
4'-10"
MF
0
1
SD
1
MF
1
1
SD
1
MF
0
8
SD
1
MF
0
8
SD
1
MF
0
8
SD
1
MF
0
1
SD
1
MF
1
1
SD
1
MF
0
1
SD
1
MF
0
3
SD
1
MF
0
3
SD
1
MF
0
3
SD
1MF
1
7
SD
1
MF
1
8
SD
1
MF
0
2
SD
1
MF
0
2
SD
1
MF
1
3
SD
1
MD
0
1
SD
2
MD
0
1
SD
2
MD
0
1
SD
2
MD
0
1
SD
2
MD
0
1
SD
2
MD
0
1
SD
2
MD01SD2MD01SD2
MF
0
1
SD
1
MF
0
1
SD
1
MF
1
1
SD
1
MF
1
1
SD
1
MF
0
1
SD
1
MF
1
7
SD
1
MF
0
1
SD
1
MF
0
1
SD
1
MF
1
1
SD
1
MF
1
1
SD
1
MF
0
1
SD
1
MF
0
8
SD
1
MF
0
8
SD
1
MF
0
8
SD
1
MF
1
9
SD
1
MF01SD1
MF
0
1
SD
1
MF11SD1MF11SD1MF01SD1
MF
1
7
SD
1
MF17 SD1
MF
1
8
SD
1
SIM
MF
0
3
SD
1
MF
0
3
SD
1
MF
0
2
SD
1
MF
1
1
SD
1
MF
0
3
SD
1
MF
0
3
SD
1
MF
0
2
SD
1
MF
0
1
SD
1
MF
1
1
SD
1
MF
0
2
SD
1
MF
1
9
SD
1
MF
0
8
SD
1
MF
0
8
SD
1
MF
0
1
SD
1
MF
1
1
SD
1
MF
0
2
SD
1
MF18SD1
MF
0
3
SD
1
MF03 SD1
0'-
0
"
F
I
N
.
F
L
R
3 1
/
2
"
T
H
I
C
K
C
O
N
C
.
S
L
A
B
W
/
6
X
6
W/1
.
4
X
W
/
1
.
4
W
.
W
.
F
.
O
V
E
R
6
M
I
L
VA
P
O
R
B
A
R
R
I
E
R
O
V
E
R
CO
M
P
A
C
T
E
D
F
I
L
L
.
0'-
0
"
F
I
N
.
F
L
R
3 1
/
2
"
T
H
I
C
K
C
O
N
C
.
S
L
A
B
W
/
6
X
6
W/1
.
4
X
W
/
1
.
4
W
.
W
.
F
.
O
V
E
R
6
M
I
L
VA
P
O
R
B
A
R
R
I
E
R
O
V
E
R
CO
M
P
A
C
T
E
D
F
I
L
L
.
0'-
0
"
F
I
N
.
F
L
R
3 1
/
2
"
T
H
I
C
K
C
O
N
C
.
S
L
A
B
W
/
6
X
6
W/1
.
4
X
W
/
1
.
4
W
.
W
.
F
.
O
V
E
R
6
M
I
L
VA
P
O
R
B
A
R
R
I
E
R
O
V
E
R
CO
M
P
A
C
T
E
D
F
I
L
L
.
0'-
0
"
F
I
N
.
F
L
R
3 1
/
2
"
T
H
I
C
K
C
O
N
C
.
S
L
A
B
W
/
6
X
6
W/1
.
4
X
W
/
1
.
4
W
.
W
.
F
.
O
V
E
R
6
M
I
L
VA
P
O
R
B
A
R
R
I
E
R
O
V
E
R
CO
M
P
A
C
T
E
D
F
I
L
L
.
1/8
"
/
F
T
.
PIT
C
H
1/8" / FT.PITCH
1/8" / FT.PITCH
(-
)
3
-
1
/
2
"
(-)
3
-
1
/
2
"
(-)
5
-
1
/
2
"
1/8" / FT.PITCH
(-)
5
-
1
/
2
"
1/8" / FT.PITCH
(-)
5
-
1
/
2
"
1/8" / FT.PITCH(-)5-1/2"
1/8" / FT.PITCH
1/8" / FT.PITCH
1/8" / FT.PITCH
(-)
3
-
1
/
2
"
(-
)
3
-
1
/
2
"
1/8" / FT.PITCH
(-)
3
-
1
/
2
"
1/8" / FT.PITCH
(-
)
3
-
1
/
2
"
1/8" / FT.PITCH
(-)
3
-
1
/
2
"
MF
0
6
SD
1
18
'
-
1
12"
4'-212"11'-7"
4"
7'-1"
MF
0
6
SD
1
8'-212"5'-3"
MF
0
1
SD
1
MF
0
6
SD
1
8'-212"5'-3"
8'-0"7'-11"
6'-
1
"
176'-8"
TW
O
S
T
O
R
Y
F
O
U
N
D
A
T
I
O
N
(
U
.
N
.
O
.
)
176'-8"
TW
O
S
T
O
R
Y
F
O
U
N
D
A
T
I
O
N
(
U
.
N
.
O
.
)
4'-
4
"
4'-
4
"
8"
4'-
6
"
8"
1'-
0
"
8"
4'-
6
"
10
"
2'-
4
"
11'-4"4'-4"31'-4"
2'-
0
"
(-)
3
-
1
/
2
"
2
2
3
MF
0
2
SD
1
SIM
.
3
1'-0"3'-6"6"
2.
5
2'-7"
3'-
2
"
MF
0
1
SD
1
SIM
MF
0
1
SD
1
MF18SD1 2'-0"1111'4'-10"MD01 SD2MF01SD1MF11SD1MF01SD1MF03SD1(-)5-2 FOUNDATION PLAN S2.01/4"=1'-0"SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:MATCHLINE: SEE S2.1
INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.TO TIE BEAM.INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.TO TIE BEAM ( O.C. MAX U.N.O.).SYMBOLS LEGEND INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARESUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL ORUSE ALTERNATE APPROVED METHOD.EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING ORRECESSING DOOR SILLS.VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAMENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.LAP SPLICES SHALL BE NO LESS THAN 25".PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIREMESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ONCOMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBERMESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENTCODE EDITION.PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BELAPPED MIN. 6" AND SEALED.6.5.4.3.1.2.MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYCOMMUNITY & COUNTY CODES.7.FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALSYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.8.NO WOOD STAKES PERMITTED IN FOUNDATION.9.PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPEDDOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TODETERMINE STEP LOCATIONS IF REQUIRED10.SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARDFOOTING STEP DOWN AND CORNER INFORMATION.11.ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCESHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCHPLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION12.ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONSFOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERALCONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY ASDETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR ).THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HASBEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF.13.PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TODETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEESTEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT ANDFOOTING SIZES PENDING DEPTH OF STEMWALL.14.FOUNDATION NOTES:INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.#5 CONT. FT.G TO TIE BEAM.FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (2) # 5 E.W. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (3) # 5 E.W. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (4) # 5 E.W. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (4) # 5 E.W. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (5) # 5 E.W. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (5) # 5 E.W. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (6) # 5 E.W. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (7) # 5 E.W. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (8) # 5 E.W. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (9) # 5 E.W.1 2 2.3 2.5 2.6 3 3.5 4 4.5 5 6'-8"8"6'-6"7'-2"
15
'
-
2
"
22
'
-
4
"
8"12'-4"13'-0"60'-0"TWO STORY FOUNDATION (U.N.O.)47'-0"
14
'
-
9
12"
4'-
4
12"
2'-0"18'-8"2'-2"
16
'
-
0
"
4'-
2
"
22
'
-
4
"
2'-
2
"
8'-
0
"
2'-
2
"
3'-
8
"
5'-
1
0
"
2"
12
'
-
4
"
9'-
6
"
22
'
-
0
"
2'-
2
"
8'-
0
"
2'-
2
"
3'-
8
"
6'-
0
"
12
'
-
4
"
9'-
8
"
22
'
-
0
"
1'-
0
"
8'-
8
"
1'-
4
"
8'-
0
"
2'-
0
"
9'-
8
"
10
'
-
8
"
11
'
-
4
"
22
'
-
0
"
6"
4'-6"12'-0"8'-8"
2'-
3
"
11
'
-
8
12"
3'-0"
4'-0"3'-0"
4'-0"3'-0"
11
'
-
8
12"
20'-8"
11
'
-
8
12"20'-8"
4'-
1
0
"
16
'
-
1
0
"
4"
22
'
-
0
"
6'-0"
6'-0"
6'-0"
22
'
-
0
"
22
'
-
0
"
4'-
1
0
"
16
'
-
1
0
"
4"
4"
16
'
-
1
0
"
4'-
1
0
"
MF01SD1 MF11SD1MF08SD1MF08SD1MF08SD1
MF
0
1
SD
1
MF
1
1
SD
1
MF01 SD1 MF03 SD1
MF
0
3
SD
1
MF
0
3
SD
1
MF
1
7
SD
1
MF
1
8
SD
1
MF02SD1
MF
0
2
SD
1
MF
1
3
SD
1
MD01SD2
MD
0
1
SD
2
MD
0
1
SD
2
MD
0
1
SD
2
MD
0
1
SD
2
MD
0
1
SD
2
MD
0
1
SD
2
MD
0
1
SD
2
MF
0
1
SD
1
MF
0
1
SD
1
MF
1
1
SD
1
MF
1
1
SD
1
MF
0
1
SD
1
MF
1
7
SD
1
MF
0
1
SD
1
MF
0
1
SD
1
MF
1
1
SD
1
MF
1
1
SD
1
MF
0
1
SD
1
MF
0
8
SD
1
MF
0
8
SD
1
MF
0
8
SD
1
MF
1
9
SD
1
MF
0
1
SD
1
MF
0
1
SD
1
MF
1
1
SD
1
MF
1
1
SD
1
MF
0
1
SD
1
MF
1
7
SD
1
MF
1
8
SD
1
SIM
MF
0
3
SD
1
MF
0
3
SD
1
MF
0
2
SD
1
MF
1
1
SD
1
MF
0
3
SD
1
MF
0
3
SD
1
MF
0
2
SD
1
MF
0
1
SD
1
MF
1
1
SD
1
MF
0
2
SD
1
MF
1
9
SD
1
MF
0
8
SD
1
MF
0
8
SD
1
MF
0
1
SD
1
MF
1
1
SD
1
MF
0
2
SD
1
MF
0
3
SD
1
MF
0
3
SD
1
1/8"/FT.PITCH1/8" / FT.PITCH
1/8" / FT.
PITCH
(-)3-1/2"(-)3-1/2"
(-)
5
-
1
/
2
"
1/8" / FT.PITCH
(-)
5
-
1
/
2
"
1/8" / FT.PITCH
(-
)
5
-
1
/
2
"
1/8" / FT.PITCH
(-)
5
-
1
/
2
"
1/8" / FT.PITCH
1/8" / FT.PITCH
1/8" / FT.PITCH
(-)
3
-
1
/
2
"
(-)
3
-
1
/
2
"
1/8" / FT.PITCH
(-)
3
-
1
/
2
"
1/8" / FT.PITCH
(-)
3
-
1
/
2
"
1/8" / FT.PITCH
(-)
3
-
1
/
2
"
MF
0
6
SD
1
18
'
-
1
12"
4'-212"11'-7"
4"
7'-1"
MF
0
6
SD
1
8'-212"5'-3"
MF
0
1
SD
1
MF
0
6
SD
1
8'-212"5'-3"
8'-0"7'-11"
6'-
1
"
4'-
4
"
4'-
4
"
8"
4'-
6
"
8"
1'-
0
"
8"
4'-
6
"
10
"
2'-
4
"
11'-4"4'-4"31'-4"2'-0"
(-)
3
-
1
/
2
"
2
2
3
MF
0
2
SD
1
SIM
.
3
1'-0"3'-6"
6"
2.5
2'-7"3'-2"
MF
0
1
SD
1
SIM
MF
0
1
SD
1
0'-
0
"
F
I
N
.
F
L
R
3 1
/
2
"
T
H
I
C
K
C
O
N
C
.
S
L
A
B
W
/
6
X
6
W/1
.
4
X
W
/
1
.
4
W
.
W
.
F
.
O
V
E
R
6
M
I
L
VA
P
O
R
B
A
R
R
I
E
R
O
V
E
R
CO
M
P
A
C
T
E
D
F
I
L
L
.
0'-
0
"
F
I
N
.
F
L
R
3 1
/
2
"
T
H
I
C
K
C
O
N
C
.
S
L
A
B
W
/
6
X
6
W/1
.
4
X
W
/
1
.
4
W
.
W
.
F
.
O
V
E
R
6
M
I
L
VA
P
O
R
B
A
R
R
I
E
R
O
V
E
R
CO
M
P
A
C
T
E
D
F
I
L
L
.
0'-
0
"
F
I
N
.
F
L
R
3 1
/
2
"
T
H
I
C
K
C
O
N
C
.
S
L
A
B
W
/
6
X
6
W/1
.
4
X
W
/
1
.
4
W
.
W
.
F
.
O
V
E
R
6
M
I
L
VA
P
O
R
B
A
R
R
I
E
R
O
V
E
R
CO
M
P
A
C
T
E
D
F
I
L
L
.
0'-
0
"
F
I
N
.
F
L
R
3 1
/
2
"
T
H
I
C
K
C
O
N
C
.
S
L
A
B
W
/
6
X
6
W/1
.
4
X
W
/
1
.
4
W
.
W
.
F
.
O
V
E
R
6
M
I
L
VA
P
O
R
B
A
R
R
I
E
R
O
V
E
R
CO
M
P
A
C
T
E
D
F
I
L
L
.
8'-
0
"
2'-
0
"
11
'
-
4
"
1'-
8
12"
4'-
1
0
"
MD
0
1
SD
2
MF0
1
SD
1
111
MF
1
1
SD
1
MF
0
1
SD
1 MF
1
7
SD
1
MF
1
8
SD
1
MF
0
3
SD
1
1/8" / FT.PITCH(-
)
5
-
1
/
2
"
17
6
'
-
8
"
Y F
O
U
N
D
A
T
I
O
N
(
U
.
N
.
O
.
)
17
6
'
-
8
"
Y F
O
U
N
D
A
T
I
O
N
(
U
.
N
.
O
.
)
2MF
1
8
SD
1
FOUNDATION PLAN S2.11/4"=1'-0"SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:
MATCHLINE: SEE S2.0
INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.TO TIE BEAM.INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.TO TIE BEAM ( O.C. MAX U.N.O.).SYMBOLS LEGEND INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.#5 CONT. FT.G TO TIE BEAM.6'-8"INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.TO TIE BEAM.INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.TO TIE BEAM ( O.C. MAX U.N.O.).SYMBOLS LEGEND INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.#5 CONT. FT.G TO TIE BEAM.6'-8"8
1'-
4
"
1'-4"
1'-
2
"
1'-
0
"
16
'
-
0
"
1'-
0
"
2'-
1
0
"
1'-
0
"
8'-
0
"
1'-
0
"
1'-
2
"
4"
3'-
4
"
11
"
3'-
1
0
"
1'-
1
"
1'-
4
"
1'-
0
"
8'-
0
"
1'-
0
"1'-
2
"
4"3'-
4
"
10
"
2'-
8
"
2'-
0
"
1'-
4
"
1'-
0
"
8'-
0
"
1'-
0
"
4'-0"
3'-0"
4'-0"
3'-0"1'-0"
3'-0"
5'-
1
0
"
2'-
5
"
3'-
8
"
3'-
8
"
3'-
8
"
4'-
6
"
8"
3'-
6
"
10
"
3'-
8
"
3'-
8
"
3'-
8
"
10
"
5'-
2
"
8"
3'-
6
"
10
"
3'-
8
"
3'-
8
"
3'-
8
"
1'-
2
"
1'-
2
"
3'-
8
"
3'-
8
"
3'-
8
"
10
"
3'-
6
"
8"
4'-4"
11'-8"2'-0"3'-8"3'-8"2'-0"
3"
3'-10"
3"
4'-4"6'-8"6'-8"6'-8"2'-4"
2'-
0
"
3'-
4
"
3'-
1
0
"
6'-0"7'-0"
4'-2"1'-10"
4'-2"1'-10"
3'-0"
4'-2"1'-10"
8"
1'-
5
"
10
"
8"
88"
8"
4'-
6
"
8"
8"
4'-
6
"
10
"
11
"
3'-
1
0
"
1'-
3
"
7'-0"
1'-0"
3'-
1
0
"
4"
2'-
0
"
6'-
8
"
2'-
0
"
4"
1 S3
.
0
2 S3
.
0
3'-0"3'-0"
3'-0"
1 S3
.
0
4'-8"
1 S3
.
0
3'-0"1'-0"
1 S3
.
0
1'-0"8"1'-0"8"8 1'-0"4'-4"8"1MASONRY COLUMN TIE IN3/4"=1'-0"(1) CONT. #5 FROMTIE BEAMTO FOOTING(1) #5 @ TOP,BOTTOM &MID-HEIGHT OFCOLUMN PLAN VIEWFILLED CELLMASONRY WALL REINFORCING PERPLAN(TYP).(1) #5 @ TOP,BOTTOM &MID-HEIGHT OF COLUMN 8" CMU WALL PER PLAN 12" CMU WALLPER PLAN VERTICAL REINFORCEMENT PER DOWEL PLAN. MIN. (1) #5 BAR &GROUT FILLED CELL AT WALL SPLICE#5 DOUBLE HOOKS @ 16" O.C.VERTICALLY. CUT FACE OFSHELL AS REQ'D.VERTICALREINFORCEMENT MIN. 6"(SIDE VIEW)28" TO 12" CMU SPLICE W/ REBAR TIE3/4"=1'-0"DOWEL PLAN S3.01/4"=1'-0"SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:MATCHLINE: SEE S3.1
1'-
0
"
8"
1'-
0
"
8"
1'-4"1'-4"1'-2"1'-0"
16
'
-
0
"
1'-
0
"
2'-
1
0
"
1'-
0
"
8'-
0
"
1'-
0
"
1'-
2
"
4"
3'-
4
"
11
"
3'-
1
0
"
1'-
1
"
1'-
4
"
1'-
0
"
8'-
0
"
1'-
0
"
1'-
2
"
4"
3'-
4
"
10
"
2'-
8
"
2'-
0
"
1'-
4
"
1'-
0
"
8'-
0
"
1'-
0
"
4'-0"
3'-0"
4'-0"
3'-0"
3'-0"
5'-10"
2'-
5
"
3'-
8
"
3'-
8
"
3'-
8
"
4'-
6
"
8"
3'-
6
"
10
"
3'-
8
"
3'-
8
"
3'-
8
"
10
"
5'-
2
"
8"
3'-
6
"
10
"
3'-
8
"
3'-
8
"
3'-
8
"
1'-
2
"
1'-
2
"
3'-
8
"
3'-
8
"
3'-
8
"
10
"
3'-
6
"
8"
4'-
4
"
11'-8"2'-0"3'-8"3'-8"2'-0"3"3'-10"3"4'-4"6'-8"6'-8"6'-8"2'-4"2'-0"3'-4"
3'-
1
0
"
6'-0"7'-0"
4'-2"1'-10"
4'-2"1'-10"
3'-0"
4'-2"1'-10"
8"
1'-
5
"
10
"
8"
8"
8"
4'-
6
"
8"
8"
4'-
6
"
10
"
11
"
3'-
1
0
"
1'-
3
"
7'-0"
1'-0"
3'-
1
0
"
4"
2'-
0
"
6'-
8
"
2'-
0
"
4"
1 S3
.
1
2 S3
.
1
3'-0"3'-0"
3'-0"1 S3
.
1
4'-8"
1'-0"
1 S3
.
1
3'-0"1'-0"
1 S3
.
1
8
1'-
0
"
8"
4'-
4
"
8
8"
INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.TO TIE BEAM.INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.TO TIE BEAM ( O.C. MAX U.N.O.).SYMBOLS LEGEND INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.#5 CONT. FT.G TO TIE BEAM.6'-8"INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.TO TIE BEAM.INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.TO TIE BEAM ( O.C. MAX U.N.O.).SYMBOLS LEGEND INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.#5 CONT. FT.G TO TIE BEAM.6'-8"1MASONRY COLUMN TIE IN3/4"=1'-0"(1) CONT. #5 FROMTIE BEAMTO FOOTING(1) #5 @ TOP,BOTTOM &MID-HEIGHT OFCOLUMN PLAN VIEWFILLED CELLMASONRY WALL REINFORCING PERPLAN(TYP).(1) #5 @ TOP,BOTTOM &MID-HEIGHT OF COLUMN 8" CMU WALL PER PLAN 12" CMU WALLPER PLAN VERTICAL REINFORCEMENT PER DOWEL PLAN. MIN. (1) #5 BAR &GROUT FILLED CELL AT WALL SPLICE#5 DOUBLE HOOKS @ 16" O.C.VERTICALLY. CUT FACE OFSHELL AS REQ'D.VERTICALREINFORCEMENT MIN. 6"(SIDE VIEW)28" TO 12" CMU SPLICE W/ REBAR TIE3/4"=1'-0"DOWEL PLAN S3.11/4"=1'-0"SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:
MATCHLINE: SEE S3.0
WALL LEGEND = 9'-4" T.O.M.= INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL
@ 2
4
"
O
.
C
.
WF
1
5
SD
6
WS
1
3
SD
5
WS
1
1
SD
5
WF
0
6
SD
38
WF
1
5
SD
6
LD
0
4
SD
6
WS
1
0
SD
5
MD
0
3
SD
2
PW
0
2
SD
7 WS
1
1
SD
5
WS
1
0
SD
5
WS
1
0
SD
5
WS
1
0
SD
5
1
WS
1
3
SD
5
MD03 SD2PW01SD7
WS
1
1
SD
5
WS
1
1
SD
5
WF
0
6
SD
3
PW
0
1
SD
7
A
1
PW
0
1
SD
7
B
GE
0
1
SD
3
WS
1
1
SD
5
WF
0
6
SD
3
SD
0
1
SD
4
SIM
1
SIM
PW01 SD7
A
BW
1
PW
0
2
SD
7
WS
1
0
SD
5
PW
0
2
SD
7
MD
0
3
SD
2
LD
0
2
SD
4
B
WS
0
3
SD
5
WF
1
5
SD
6
WF
0
6
SD
3
2
B
4
TH
R
E
A
D
E
D
RO
D
W
/
I
N
6
"
OF
C
O
L
U
M
N
B A
WS
1
0
SD
5
LD
0
4
SD
6
PW
0
3
SD
7
WS
1
0
SD
5
WF
1
5
SD
6
MD
0
3
SD
2 B A
BW
1
BW
1
PW
0
2
SD
7
A
A
2
PW
0
1
SD
7
MD
0
3
SD
2
PW
0
3
SD
7
LD
0
4
SD
6
WS
1
0
SD
5
WF
0
6
SD
3
WF15SD6MD03SD2
2
B4 THREADED ROD W/IN 6"OF COLUMN
A
A
WF
0
6
SD
3
WF
1
5
SD
6
MD
0
3
SD
2
WS
1
0
SD
5
WS
1
1
SD
5
WF
1
5
SD
6
8
LD
0
4
SD
6
WS
1
0
SD
5
MD
0
3
SD
2 8
LD
0
2
SD
4
WS
1
0
SD
5
WS
0
3
SD
5
B
Q
TH
R
E
A
D
E
D
R
O
D
W/
I
N
6
"
O
F
C
O
L
U
M
N
R
5
19
WS
1
1
SD
5
WF
0
6
SD
3
WF
1
5
SD
6
WS
0
3
SD
5
A
A
PW04 SD7
PW
0
8
SD
8
PW
0
8
SD
8
PW
0
8
SD
8
PW
0
8
SD
8
PW
0
9
SD
8
PW
0
8
SD
8
PW08 SD8PW08SD8WS13SD5MD03SD2WF06SD3WF15SD6MD03SD22B4THREADEDROD W/IN 6"OF COLUMN PW08 SD8PW08SD8SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET: 1ST FLOOR FRAMING PLAN S4.01/4"=1'-0"
S
E
E
P
A
G
E
S
4
.
2
F
O
R
N
O
T
E
S
A
N
D
C
O
N
N
E
C
T
O
R
L
E
G
E
N
D
MATCHLINE: SEE S4.1
@ 24" O.C.WF15 SD6
WS
1
3
SD
5
WS
1
1
SD
5
WF
0
6
SD
38
WF
1
5
SD
6
LD
0
4
SD
6
WS
1
0
SD
5
MD
0
3
SD
2
PW
0
2
SD
7
WS
1
1
SD
5
WS
1
0
SD
5
WS
1
0
SD
5
WS
1
0
SD
5
1
WS
1
3
SD
5
MD
0
3
SD
2
WS11 SD5WS11SD5WF06SD3
PW
0
1
SD
7
A
1
PW
0
1
SD
7
B
GE01 SD3
WS
1
1
SD
5
WF06 SD3SD01SD4
SIM
1
SIM
A
BW
1
PW
0
2
SD
7
WS
1
0
SD
5
PW
0
2
SD
7
MD
0
3
SD
2
LD
0
2
SD
4
B
WS
0
3
SD
5
WF
1
5
SD
6
WF
0
6
SD
3
2
B
4
TH
R
E
A
D
E
D
RO
D
W
/
I
N
6
"
OF
C
O
L
U
M
N
B A
WS
1
0
SD
5
LD
0
4
SD
6
PW
0
3
SD
7
WS
1
0
SD
5
WF
1
5
SD
6 MD
0
3
SD
2 B A
BW
1
BW
1
PW
0
2
SD
7
A
A
2
PW
0
1
SD
7
MD
0
3
SD
2
PW
0
3
SD
7
LD
0
4
SD
6
WS
1
0
SD
5
WF
0
6
SD
3
WF
1
5
SD
6
MD
0
3
SD
2
2
B
4
TH
R
E
A
D
E
D
RO
D
W
/
I
N
6
"
OF
C
O
L
U
M
N
A
A
WF
0
6
SD
3
WF
1
5
SD
6
MD
0
3
SD
2
WS
1
0
SD
5
WS
1
1
SD
5
WF
1
5
SD
6
8
LD
0
4
SD
6
WS
1
0
SD
5
MD
0
3
SD
2 8 LD
0
2
SD
4
WS
1
0
SD
5
WS
0
3
SD
5
B
Q
TH
R
E
A
D
E
D
R
O
D
W/
I
N
6
"
O
F
C
O
L
U
M
N
R
5
19
WS
1
1
SD
5
WF
0
6
SD
3
WF
1
5
SD
6
WS
0
3
SD
5
A
A
PW
0
8
SD
8
PW
0
8
SD
8
PW
0
8
SD
8
PW
0
8
SD
8
PW
0
9
SD
8
PW
0
8
SD
8
PW
0
8
SD
8
PW
0
8
SD
8
S1
3
SD5
MD
0
3
SD
2PW
0
1
SD
7
PW
0
1
SD
7
63
WF
1
5
SD
6MD
0
3
SD
2
B
4
TH
R
E
A
D
E
D
RO
D
W
/
I
N
6
"
OF
C
O
L
U
M
N
PW
0
4
SD
7
PW
0
8
SD
8
PW
0
8
SD
8
WALL LEGEND = 9'-4" T.O.M.= INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET: 1ST FLOOR FRAMING PLAN S4.11/4"=1'-0"
S
E
E
P
A
G
E
S
4
.
2
F
O
R
N
O
T
E
S
A
N
D
C
O
N
N
E
C
T
O
R
L
E
G
E
N
D
MATCHLINE: SEE S4.0
BE
A
R
I
N
G
W
O
O
D
W
A
L
L
S
C
H
E
D
U
L
E
1.
V
E
R
I
F
Y
w
/
P
L
A
N
F
O
R
W
A
L
L
S
I
Z
E
.
A
S
S
U
M
E
2
x
4
S
T
U
D
S
U
.
N
.
O
.
2.
A
L
L
L
U
M
B
E
R
T
O
B
E
E
I
T
H
E
R
S
P
F
#
2
O
R
S
Y
P
#
2
U
.
N
.
O
.
(
C
A
N
B
E
S
U
B
B
E
D
WIT
H
O
U
T
R
E
V
I
E
W
)
A
L
W
A
Y
S
N
A
I
L
S
T
U
D
S
T
O
T
O
P
A
N
D
B
O
T
T
O
M
P
L
A
T
E
W/
(
3
)
1
2
d
T
O
E
N
A
I
L
S
3.
I
F
B
E
A
R
I
N
G
W
A
L
L
I
S
N
O
T
C
A
L
L
E
D
O
U
T
C
O
N
T
A
C
T
E
.
O
.
R
.
4.
I
F
"
B
W
"
C
A
L
L
E
D
O
U
T
O
N
2
n
d
F
L
R
.
S
E
E
P
L
A
N
F
O
R
S
T
U
D
T
O
S
T
U
D
CO
N
N
E
C
T
I
O
N
S
.
5.
A
T
T
A
C
H
A
L
L
S
T
U
D
S
T
O
P
A
N
D
B
O
T
T
O
M
W
/
(
3
)
1
2
d
T
O
E
N
A
I
L
S
.
6.
M
I
D
O
R
1
/
3
P
T
B
L
O
C
K
I
N
G
T
O
B
E
2
x
W
/
(
2
)
1
2
d
T
O
E
N
I
A
L
S
E
A
C
H
E
N
D
.
7.
12"
T
H
R
E
A
D
E
D
R
O
D
w
/
M
I
N
6
"
E
M
B
E
D
(
O
R
6
"
B
E
L
O
W
L
O
W
E
S
T
S
L
A
B
EL
E
V
A
T
I
O
N
A
T
S
T
E
P
)
w
/
S
I
M
P
S
O
N
S
E
T
E
P
O
X
Y
.
S
E
E
A
B
O
V
E
F
O
R
SP
A
C
I
N
G
.
C
E
N
T
E
R
E
D
w
/
i
n
T
O
P
P
L
A
T
E
.
F
O
L
L
O
W
S
I
M
P
S
O
N
IN
S
T
R
U
C
T
I
O
N
S
F
O
R
I
N
S
T
A
L
L
A
T
I
O
N
O
F
R
O
D
A
T
B
A
S
E
.
N
U
T
A
N
D
2"
x
2
"
x
1
/
8
"
W
A
S
H
E
R
@
T
O
P
.
T
H
R
E
A
D
E
D
R
O
D
T
O
B
E
P
L
A
C
E
D
6
"
A
W
A
Y
FR
O
M
A
N
Y
S
T
R
U
C
T
U
R
A
L
C
O
L
U
M
N
U
N
L
E
S
S
P
L
A
N
S
I
N
D
I
C
A
T
E
CO
N
N
E
C
T
I
O
N
S
.
8.
2
x
P
.
T
.
P
L
A
T
E
A
T
B
A
S
E
O
F
B
R
G
.
W
A
L
L
W
/
T
H
R
E
A
D
E
D
R
O
D
.
N
O
A
D
D
I
T
'
L
BA
S
E
C
O
N
N
E
C
T
I
O
N
S
T
O
T
H
E
F
O
U
N
D
A
T
I
O
N
A
R
E
R
E
Q
'
D
I
F
B
R
G
.
W
A
L
L
I
S
IN
D
I
C
A
T
E
D
W
I
T
H
B
W
1
,
B
W
4
,
B
W
7
,
&
B
W
1
0
.
T
H
E
S
E
W
A
L
L
S
A
R
E
O
N
L
Y
SU
P
P
O
R
T
I
N
G
T
H
E
F
L
O
O
R
L
O
A
D
A
N
D
D
O
N
O
T
H
A
V
E
U
P
L
I
F
T
,
T
H
E
S
T
U
D
S
AR
E
T
O
E
N
A
I
L
E
D
/
E
N
D
N
A
I
L
E
D
T
O
T
H
E
P
L
A
T
E
A
N
D
T
H
E
2
X
B
A
S
E
P
L
A
T
E
CA
N
B
E
A
T
T
A
C
H
E
D
W
I
T
H
H
A
R
D
C
A
S
E
D
G
U
N
N
A
I
L
S
&
T
H
E
A
N
C
H
O
R
B
O
L
T
AT
T
A
C
H
M
E
N
T
I
N
D
I
C
A
T
E
D
I
N
B
E
A
R
I
N
G
W
A
L
L
S
C
H
E
D
U
L
E
I
S
N
O
T
R
E
Q
'
D
.
9.
A
T
S
H
E
A
R
W
A
L
L
L
O
C
A
T
I
O
N
S
O
N
L
Y
:
N
U
T
&
W
A
S
H
E
R
@
B
A
S
E
O
F
TH
R
E
A
D
E
D
R
O
D
A
R
E
R
E
Q
'
D
.
S
E
E
P
L
A
N
F
O
R
A
D
D
I
T
'
L
S
H
E
A
R
W
A
L
L
I
N
F
O
.
AN
D
D
E
T
A
I
L
S
.
10
.
F
O
R
B
E
A
R
I
N
G
W
A
L
L
T
O
M
A
S
O
N
R
Y
C
O
N
N
E
C
T
I
O
N
SE
E
D
E
T
A
I
L
M
D
0
3
/
S
D
2
U.N
.
O
.
O
N
P
L
A
N
.
11
.
A
T
H
E
A
D
E
R
L
O
C
A
T
I
O
N
S
W
I
T
H
I
N
B
E
A
R
I
N
G
W
A
L
L
S
S
E
E
D
E
T
A
I
L
WF
0
9
/
S
D
3
U
.
N
.
O
.
O
N
P
L
A
N
.
12
.
C
O
L
U
M
N
S
w
/
i
n
B
E
A
R
I
N
G
W
A
L
L
S
w
/
U
P
L
I
F
T
T
H
A
T
D
O
N
O
T
S
H
O
W
A
B
A
S
E
CO
N
N
E
C
T
I
O
N
:
C
O
N
T
R
A
C
T
O
R
T
O
I
N
S
T
A
L
L
T
H
R
E
A
D
E
D
R
O
D
w
/
i
n
6
"
O
F
CO
L
.
(
M
I
N
C
E
N
T
E
R
T
O
C
E
N
T
E
R
S
P
A
C
I
N
G
O
F
T
H
R
E
A
D
E
D
R
O
D
I
S
8
"
)
13
.
I
F
P
L
U
M
B
I
N
G
I
S
T
O
B
E
R
U
N
T
H
R
O
U
G
H
B
E
A
R
I
N
G
W
A
L
L
,
C
O
N
T
A
C
T
E
O
R
FO
R
F
U
R
T
H
E
R
R
E
V
I
E
W
.
14
.
A
T
N
O
N
-
B
E
A
R
I
N
G
W
A
L
L
L
O
C
A
T
I
O
N
S
2
x
4
S
P
F
#
2
S
T
U
D
S
@
2
4
"
o
.
c
.
M
A
X
.
AR
E
A
D
E
Q
U
A
T
E
.
A
T
N
O
N
-
B
E
A
R
I
N
G
H
E
A
D
E
R
S
U
S
E
(
2
)
2
x
4
F
L
A
T
w
/
(
3
)
1
2
d
TO
E
N
A
I
L
S
E
A
.
S
I
D
E
A
N
D
C
R
I
P
P
L
E
S
A
T
2
4
"
o
.
c
.
A
T
2
-
S
T
O
R
Y
O
P
E
N
A
R
E
A
S
IN
S
T
A
L
L
N
O
N
-
B
E
A
R
I
N
G
W
A
L
L
S
T
U
D
S
@
1
6
"
o
.
c
.
A
S
I
N
G
L
E
B
A
S
E
P
L
A
T
E
(P
.
T
.
I
F
A
G
A
I
N
S
T
C
O
N
C
R
E
T
E
)
A
N
D
S
I
N
G
L
E
T
O
P
P
L
A
T
E
A
R
E
A
D
E
Q
U
A
T
E
LE
A
V
E
A
14" G
A
P
F
R
O
M
T
R
U
S
S
T
O
T
O
P
P
L
A
T
E
A
N
D
A
T
T
A
C
H
U
S
I
N
G
EI
T
H
E
R
(
2
)
1
2
d
T
O
E
N
A
I
L
S
O
R
S
I
M
P
S
O
N
D
T
C
C
L
I
P
.
A
T
T
A
C
H
B
A
S
E
P
L
A
T
E
w/
E
I
T
H
E
R
G
U
N
N
A
I
L
S
@
3
2
"
o
.
c
.
O
R
(
2
)
1
2
d
N
A
I
L
S
T
O
E
A
C
H
F
L
O
O
R
T
R
U
S
S
.
ST
A
N
D
A
R
D
B
E
A
R
I
N
G
W
A
L
L
W
/
T
H
R
E
A
D
E
D
R
O
D
N
O
T
E
S
1.
N
A
I
L
A
L
L
B
U
I
L
T
-
U
P
S
T
U
D
S
P
E
R
D
T
L
.
W
F
0
8
/
S
D
4
.
2.
A
L
L
P
O
S
T
/
L
V
L
C
O
L
U
M
N
S
I
N
E
X
T
E
R
I
O
R
C
O
N
D
I
T
I
O
N
S
H
O
U
L
D
B
E
P
.
T
.
OR
W
O
L
M
A
N
I
Z
E
D
.
3.
C
O
N
T
R
A
C
T
O
R
T
O
U
S
E
A
B
U
B
A
S
E
C
O
N
N
E
C
T
O
R
S
@
S
P
F
/
S
Y
P
S
O
L
I
D
PO
S
T
S
.
A
T
E
X
T
E
R
I
O
R
C
O
N
D
I
T
I
O
N
S
4
x
4
:
A
B
U
4
4
w
/
(
1
2
)
1
6
d
N
A
I
L
S
&
58" E
P
O
X
Y
A
N
C
H
O
R
w
/
M
I
N
.
7
"
E
M
B
E
D
M
E
N
T
6
x
6
:
A
B
U
6
6
w
/
(
1
2
)
1
6
d
N
A
I
L
S
&
58" E
P
O
X
Y
A
N
C
H
O
R
w
/
M
I
N
.
7
"
E
M
B
E
D
M
E
N
T
8
x
8
:
A
B
U
8
8
w
/
(
1
8
)
1
6
d
N
A
I
L
S
&
(
2
)
58" E
P
O
X
Y
A
N
C
H
O
R
S
w
/
M
I
N
.
7
"
E
M
B
E
D
M
E
N
T
4.
P
O
S
T
/
L
V
L
I
N
S
T
A
L
L
E
D
W
I
T
H
I
N
B
R
G
.
W
A
L
L
T
O
B
E
W
I
T
H
I
N
T
O
P
A
N
D
BA
S
E
P
L
A
T
E
U
.
N
.
O
.
O
N
P
L
A
N
S
.
5.
S
E
E
S
T
R
U
C
T
U
R
A
L
C
O
V
E
R
S
H
E
E
T
F
O
R
L
V
L
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
ST
A
N
D
A
R
D
C
O
L
U
M
N
N
O
T
E
S
BE
A
M
S
C
H
E
D
U
L
E
BE
A
M
S
I
Z
E
CONNECTIONS
B2
x
8
(2
)
2
x
8
#
2
S
Y
P
WI
T
H
1
/
2
"
F
L
I
T
C
H
PL
A
T
E
B2
x
1
0
(2
)
2
x
1
0
#
2
S
Y
P
WI
T
H
1
/
2
"
F
L
I
T
C
H
PL
A
T
E
B2
x
1
2
(2
)
2
x
1
2
#
2
S
Y
P
WI
T
H
1
/
2
"
F
L
I
T
C
H
PL
A
T
E
B3
.
5
x
1
1
.
2
5
(2
)
1
.
7
5
"
x
1
1
.
2
5
"
L
V
L
B3
.
5
x
1
1
.
8
7
5
(2
)
1
.
7
5
"
x
1
1
.
8
7
5
"
L
V
L
B3
.
5
x
1
6
(2
)
1
.
7
5
"
x
1
6
"
L
V
L
B5
.
2
5
x
1
6
(3
)
1
.
7
5
"
x
1
6
"
L
V
L
B3
.
5
x
2
0
(2
)
1
.
7
5
"
x
2
0
"
L
V
L
TO
P
O
S
T
:
S
I
M
P
.
H
T
S
2
0
O
R
L
S
T
A
1
8
TO
B
E
A
M
:
S
I
M
P
.
H
U
C
4
8
w
/
(
1
4
)
16d NAILS
TO
M
A
S
O
N
R
Y
:
S
I
M
P
.
H
U
4
8
O
R
H
U
C
4
8
w
/
(
6
)
1
0
d
N
A
I
L
S
&
(
1
4
)
14"x234"
T
A
P
C
O
N
S
ON
M
A
S
O
N
R
Y
:
S
I
M
P
.
M
S
T
A
M
2
4
TO
P
O
S
T
:
S
I
M
P
.
H
T
S
2
0
O
R
L
S
T
A
1
8
TO
B
E
A
M
:
S
I
M
P
.
H
U
C
410 w/(18)16d &
(
1
0
)
1
0
d
N
A
I
L
S
TO
M
A
S
O
N
R
Y
:
S
I
M
P
.
H
U
4
1
0
O
R
H
U
C
410 w/(10)10d
N
A
I
L
S
&
(
1
8
)
14"x234" TAPCONS
ON
M
A
S
O
N
R
Y
:
S
I
M
P
.
M
S
T
A
M
2
4
TO
P
O
S
T
:
S
I
M
P
.
H
T
S
2
0
O
R
L
S
T
A
1
8
TO
B
E
A
M
:
S
I
M
P
.
H
U
C
410 w/(18)16d &
(
1
0
)
1
0
d
N
A
I
L
S
TO
M
A
S
O
N
R
Y
:
S
I
M
P
.
H
U
4
1
0
O
R
H
U
C
410 w/(10)10d
N
A
I
L
S
&
(
1
8
)
14"x234" TAPCONS
ON
M
A
S
O
N
R
Y
:
S
I
M
P
.
M
S
T
A
M
2
4
TO
P
O
S
T
:
S
I
M
P
.
H
T
S
2
0
O
R
L
S
T
A
1
8
TO
B
E
A
M
:
S
I
M
P
.
H
U
C
410 w/(18)16d &
(
1
0
)
1
0
d
N
A
I
L
S
TO
M
A
S
O
N
R
Y
:
S
I
M
P
.
H
U
4
1
0
O
R
H
U
C
410 w/(10)10d
N
A
I
L
S
&
(
1
8
)
14"x234" TAPCONS
ON
M
A
S
O
N
R
Y
:
(
2
)
S
I
M
P
.
M
S
T
A
M
2
4
ST
A
N
D
A
R
D
B
E
A
M
N
O
T
E
S
1.
N
A
I
L
A
L
L
(
2
)
2
x
B
E
A
M
S
T
O
G
E
T
H
E
R
U
S
I
N
G
(
2
)
R
O
W
S
O
F
12d NAILS @ 12"o.c. (TYP.
ON
E
S
I
D
E
)
U
S
E
3
R
O
W
S
W
H
E
N
2
x
1
0
O
R
L
A
R
G
E
R
.
M
I
N
.
2
"
F
R
O
M
T
O
P
A
N
D
B
O
T
T
O
M
OF
B
E
A
M
N
A
I
L
A
L
L
L
V
L
B
E
A
M
S
T
O
G
E
T
H
E
R
U
S
I
N
G
(
3
)
R
O
W
S
O
F
12d NAILS @ 6"o.c. (TYP.
ON
E
S
I
D
E
)
M
I
N
.
2
"
F
R
O
M
T
O
P
A
N
D
B
O
T
T
O
M
O
F
B
E
A
M
2.
V
E
R
I
F
Y
w
/
P
L
A
N
C
O
R
R
E
C
T
L
E
N
G
T
H
O
F
B
E
A
M
R
E
Q
'
D
.
(
M
I
N
.
4
"
B
R
G
.
E
A
.
E
N
D
)
3.
S
E
E
P
L
A
N
F
O
R
T
O
P
O
R
B
O
T
T
O
M
O
F
B
E
A
M
I
N
D
I
C
A
T
I
O
N
S
.
4.
B
E
A
M
S
A
R
E
N
O
T
T
O
B
E
D
R
I
L
L
E
D
O
R
N
O
T
C
H
E
D
I
N
A
N
Y
W
A
Y
W
I
T
H
O
U
T
W
R
I
T
T
E
N
AP
P
R
O
V
A
L
F
R
O
M
T
H
E
E
.O
.
R
.
5.
S
E
E
S
T
R
U
C
T
U
R
A
L
C
O
V
E
R
S
H
E
E
T
F
O
R
L
V
L
S
P
E
C
I
F
I
C
A
T
I
O
N
S
HE
A
D
E
R
S
C
H
E
D
U
L
E
TA
G
HE
A
D
E
R
FASTENERS
H2
x
6
(2
)
2
x
6
#
2
S
Y
P
w
/
12" F
L
I
T
C
H
P
L
A
T
E
ATTACH KING STUD TO HEADER w/(6)16d NAILS
H2
x
8
(2
)
2
x
8
#
2
S
Y
P
w
/
12" F
L
I
T
C
H
P
L
A
T
E
ATTACH KING STUD TO HEADER w/(8)16d NAILS
H2
x
1
0
(2
)
2
x
1
0
#
2
S
Y
P
w
/
12" F
L
I
T
C
H
P
L
A
T
E
ATTACH KING STUD TO HEADER w/(10)16d NAILS
H2
x
1
2
(2
)
2
x
1
2
#
2
S
Y
P
w
/
12" F
L
I
T
C
H
P
L
A
T
E
ATTACH KING STUD TO HEADER w/(10)16d NAILS
H3
.
5
x
5
.
5
(2
)
1
.
7
5
"
x
5
.
5
"
L
V
L
ATTACH KING STUD TO HEADER w/(6)16d NAILS
H3
.
5
x
7
.
2
5
(2
)
1
.
7
5
"
x
7
.
2
5
"
L
V
L
ATTACH KING STUD TO HEADER w/(8)16d NAILS
H3
.
5
x
9
.
2
5
(2
)
1
.
7
5
"
x
9
.
2
5
"
L
V
L
ATTACH KING STUD TO HEADER w/(10)16d NAILS
H5
.
5
x
1
1
.
2
5
(3
)
1
.
7
5
"
x
1
1
.
2
5
"
L
V
L
ATTACH KING STUD TO HEADER w/(12)16d NAILS
H3
x
1
2
(3
)
2
x
1
2
#
2
S
Y
P
w
/
12" F
L
I
T
C
H
PL
A
T
E
B
E
T
W
E
E
N
P
L
I
E
S
ATTACH KING STUD TO HEADER w/(10)16d NAILS
CO
N
N
E
C
T
O
R
S
C
H
E
D
U
L
E
SIM
P
S
O
N
C
O
N
N
E
C
T
O
R
TY
P
E
VA
L
U
E
S
SP
F
(
l
b
)
VA
L
U
E
S
SY
P
(
l
b
)
ME
T
A
1
6
w
/
(
7
)
1
0
d
x
1
12" N
A
I
L
S
O
R
ME
T
A
2
0
w
/
(
7
)
1
0
d
x
1
12" N
A
I
L
S
FR
A
M
E
T
O
C
M
U
1
4
5
0
1
4
5
0
(2
)
M
E
T
A
1
6
O
R
(
2
)
M
E
T
A
2
0
(1
)
p
l
y
T
R
U
S
S
(
1
0
)
1
0
d
x
1
12" N
A
I
L
S
(2
)
p
l
y
T
R
U
S
S
(
1
2
)
1
6
d
x
1
12" N
A
I
L
S
FR
A
M
E
T
O
C
M
U
(1
)
p
l
y
1
9
8
5
(2
)
p
l
y
1
9
0
0
(1
)
p
l
y
1
9
8
5
(2
)
p
l
y
1
9
0
0
H1
0
A
w
/
(
1
8
)
1
0
d
x
1
12" N
A
I
L
S
O
R
(2
)
p
l
y
T
R
U
S
S
H
1
0
A
-
2
w
/
(
1
8
)
1
0
d
x
1
12" N
A
I
L
S
FR
A
M
E
T
O
F
R
A
M
E
H1
0
A
1
0
1
5
H1
0
A
-
2
1
0
7
0
H1
0
A
1
3
4
0
H1
0
A
-
2
1
2
4
5
HT
S
2
0
w
/
(
2
4
)
1
0
d
x
1
12" N
A
I
L
S
(A
T
E
X
T
L
O
C
A
T
I
O
N
S
I
N
C
L
U
D
E
(
3
)
1
2
d
T
O
E
N
A
I
L
S
)
FR
A
M
E
T
O
F
R
A
M
E
1
2
4
5
1
4
5
0
(2
)
H
T
S
2
0
w
/
(
2
4
)
1
0
d
x
1
12"
N
A
I
L
S
(A
T
E
X
T
L
O
C
A
T
I
O
N
S
I
N
C
L
U
D
E
(
3
)
1
2
d
T
O
E
N
A
I
L
S
)
FR
A
M
E
T
O
F
R
A
M
E
24
9
0
2
9
0
0
H2
.
5
A
w
/
(
1
0
)
8
d
FR
A
M
E
T
O
F
R
A
M
E
5
3
5
6
0
0
MT
S
1
2
w
/
(
1
4
)
1
0
d
x
1
12" N
A
I
L
S
(A
T
E
X
T
L
O
C
A
T
I
O
N
S
I
N
C
L
U
D
E
(
3
)
1
2
d
T
O
E
N
A
I
L
S
)
FR
A
M
E
T
O
F
R
A
M
E
86
0
1
0
0
0
MG
T
w
/
(
2
2
)
1
0
d
58" E
P
O
X
Y
A
N
C
H
O
R
w
/
S
I
M
P
.
S
E
T
E
P
O
X
Y
M
I
N
.
7"
E
M
B
E
D
M
E
N
T
FR
A
M
E
T
O
C
M
U
3
1
4
0
3
1
4
0
HT
T
4
w
/
(
1
8
)
1
6
d
x
2
12"
N
A
I
L
S
&
58" E
P
O
X
Y
A
N
C
H
O
R
w
/
S
I
M
P
.
SE
T
E
P
O
X
Y
M
I
N
.
7
"
E
M
B
E
D
M
E
N
T
FR
A
M
E
T
O
C
M
U
3
6
4
0
4
2
3
5
HG
T
-
2
w
/
(
1
6
)
1
0
d
N
A
I
L
S
w
/
38" E
P
O
X
Y
A
N
C
H
O
R
w
/
S
I
M
P
.
S
E
T
EP
O
X
Y
M
I
N
.
5
"
E
M
B
E
D
M
E
N
T
FR
A
M
E
T
O
C
M
U
6
2
8
0
6
2
8
0
HT
S
M
1
6
w
/
(
8
)
1
0
d
N
A
I
L
S
&
(
4
)
14"x
2
14" T
A
P
C
O
N
S
FR
A
M
E
T
O
C
M
U
1
0
2
0
1
1
7
5
LS
T
A
1
8
w
/
(
1
4
)
1
0
d
N
A
I
L
S
HE
A
D
E
R
T
O
S
T
U
D
S
11
1
0
1
2
3
5
(2
)
L
S
T
A
1
8
w
/
(
1
4
)
1
0
d
N
A
I
L
S
HE
A
D
E
R
T
O
S
T
U
D
S
2
2
2
0
2
4
7
0
LS
T
A
1
8
w
/
(
1
4
)
1
0
d
N
A
I
L
S
C
E
N
T
E
R
E
D
E
A
C
H
S
T
U
D
ST
U
D
S
T
O
B
E
A
M
/
G
T
83
3
p
l
f
9
2
8
p
l
f
LS
T
A
2
4
w
/
(
1
8
)
1
0
d
N
A
I
L
S
C
E
N
T
E
R
E
D
E
A
C
H
S
T
U
D
ST
U
D
S
T
O
B
E
A
M
/
G
T
1
2
3
5
1
2
3
5
MS
T
C
2
8
w
/
(
3
6
)
1
6
d
S
I
N
K
E
R
S
C
E
N
T
E
R
E
D
ST
U
D
S
T
O
B
E
A
M
/
G
T
2
9
8
0
3
4
5
5
MS
T
C
4
0
w
/
(
5
2
)
1
6
d
S
I
N
K
E
R
S
C
E
N
T
E
R
E
D
ST
U
D
S
T
O
B
E
A
M
/
G
T
4
3
0
5
4
7
4
5
LT
T
2
0
B
w
/
(
1
0
)
1
0
d
N
A
I
L
S
&
58" E
P
O
X
Y
A
N
C
H
O
R
w
/
S
I
M
P
.
S
E
T
EP
O
X
Y
M
I
N
.
7
"
E
M
B
E
D
.
CO
L
U
M
N
T
O
F
T
G
.
O
R
CM
U
12
9
0
1
3
0
0
HT
T
4
w
/
(
1
8
)
1
6
d
x
2
12" N
A
I
L
S
w
/
58" E
P
O
X
Y
A
N
C
H
O
R
w
/
S
I
M
P
.
SE
T
E
P
O
X
Y
M
I
N
.
7
"
E
M
B
E
D
.
-
A
T
L
V
L
/
P
L
C
O
L
U
M
N
S
U
S
E
(1
*
)
#
1
0
x
1
12"
S
D
S
C
R
E
W
S
I
N
S
T
E
A
D
O
F
N
A
I
L
S
CO
L
U
M
N
T
O
F
T
G
.
36
4
0
4
2
3
5
(3
)
H
T
S
2
0
w
/
(
2
4
)
1
0
d
x
1
12"
N
A
I
L
S
(A
T
E
X
T
L
O
C
A
T
I
O
N
S
I
N
C
L
U
D
E
(
3
)
1
2
d
T
O
E
N
A
I
L
S
)
FR
A
M
E
T
O
F
R
A
M
E
37
3
5
4
3
5
0
MS
T
C
M
4
0
W
/
(
1
4
)
1
6
d
S
I
N
K
E
R
S
A
N
D
(
1
0
)
1
/
4
"
x
2
-
1
/
4
"
T
I
T
E
N
S
FR
A
M
E
T
O
C
M
U
24
2
0
2
8
0
0
SIM
P
S
O
N
H
G
U
S
5
.
5
0
/
1
0
W
/
(
6
3
)
1
6
d
N
A
I
L
S
GIR
D
E
R
T
O
C
O
L
.
/
B
E
A
M
9
1
0
0
4
0
9
5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
ST
A
N
D
A
R
D
H
E
A
D
E
R
N
O
T
E
S
1.
V
E
R
I
F
Y
w
/
P
L
A
N
F
O
R
C
O
R
R
E
C
T
L
E
N
G
T
H
O
F
H
E
A
D
E
R
R
E
Q
'
D
.
S
I
Z
E
I
N
D
I
C
A
T
E
D
O
N
P
L
A
N
I
S
M
I
N
I
M
U
M
R
E
Q
'
D
.
P
E
R
LO
C
A
T
I
O
N
.
L
A
R
G
E
R
H
E
A
D
E
R
M
A
Y
B
E
I
N
S
T
A
L
L
E
D
w
/
O
U
T
A
P
P
R
O
V
A
L
F
R
O
M
E
.
O
.
R
.
2.
A
L
L
H
E
A
D
E
R
J
A
C
K
S
/
K
I
N
G
S
T
O
M
A
T
CH
W
A
L
L
L
U
M
B
E
R
G
R
A
D
E
U
.
N
.
O
.
O
N
P
L
A
N
.
A
T
T
A
C
H
S
T
U
D
S
T
O
G
E
T
H
E
R
F
O
L
L
O
W
I
N
G
DT
L
.
W
F
0
8
/
S
D
4
.
3.
N
A
I
L
H
E
A
D
E
R
P
L
I
E
S
(
I
N
C
L
U
D
I
N
G
L
V
L
s
)
T
O
G
E
T
H
E
R
U
S
I
N
G
(
2
)
R
O
W
S
O
F
1
0
d
N
A
I
L
S
@
12
"
o
.
c
.
O
N
E
S
I
D
E
.
M
I
N
.
2
"
F
R
O
M
T
O
P
A
N
D
B
O
T
T
O
M
.
U
S
E
(
3
)
R
O
W
S
I
F
H
E
A
D
E
R
I
S
2
x
1
0
O
R
L
A
R
G
E
R
.
T
O
P
-
L
O
A
D
E
D
H
E
A
D
E
R
S
ON
L
Y
.
C
O
N
T
A
C
T
E
.
O
.
R
.
I
F
M
E
M
B
E
R
S
B
U
C
K
E
T
I
N
T
O
H
E
A
D
E
R
4.
N
A
I
L
K
I
N
G
S
T
U
D
S
T
O
H
E
A
D
E
R
w
/
(
3
)
1
0
d
T
O
E
N
A
I
L
S
P
E
R
S
I
D
E
I
N
A
D
D
I
T
I
O
N
T
O
N
A
I
L
I
N
G
P
E
R
H
E
A
D
E
R
S
C
H
E
D
U
L
E
.
5.
I
F
M
O
R
E
T
H
E
N
(
1
)
K
I
N
G
I
S
R
E
Q
'
D
.
A
S
P
E
R
H
E
A
D
E
R
S
U
P
P
O
R
T
T
A
B
L
E
,
G
C
T
O
I
N
S
T
A
L
L
R
E
Q
'
D
.
N
A
I
L
S
F
R
O
M
1
s
t
K
I
N
G
I
N
T
O
HE
A
D
E
R
T
H
E
N
A
T
T
A
C
H
A
D
D
I
T
'
L
K
I
N
G
P
E
R
D
T
L
.
W
F
0
8
/
S
D
4
.
O
T
H
E
R
W
I
S
E
,
C
O
N
T
A
C
T
E
.
O
.
R
.
F
O
R
R
E
Q
'
D
.
W
O
O
D
S
C
R
E
W
S
.
6.
I
F
H
E
A
D
E
R
I
S
N
O
T
S
P
E
C
I
F
I
E
D
C
O
N
T
A
C
T
E
.O
.
R
.
7.
S
E
E
S
T
R
U
C
T
U
R
A
L
C
O
V
E
R
S
H
E
E
T
F
O
R
L
V
L
SP
E
C
I
F
I
C
A
T
I
O
N
S
.
8.
S
E
E
D
T
L
.
W
F
0
9
/
S
D
3
F
O
R
1
S
T
F
L
O
O
R
H
E
A
D
E
R
C
O
N
S
T
R
U
C
T
I
O
N
A
N
D
C
O
N
N
E
C
T
I
O
N
S
A
T
2
S
T
O
R
Y
C
O
N
D
I
T
I
O
N
S
.
S
E
E
2
N
D
FL
O
O
R
N
O
T
E
S
F
O
R
M
O
R
E
I
N
F
O
.
FLOOR SHEATHING TO BE 34" PLYWOOD OR OSB (U.N.O), WITH LONG DIMENSIONPERPENDICULAR TO SUPPORT (FLOOR TRUSSES).NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRALSHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZEEQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.FLOOR FRAMING NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO.2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS.3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELFLEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOORTRUSS DESIGN.1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT.2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THEMANUFACTURER.3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS ANDADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITHDIMENSIONS NOT SHOWN HERE.
NA
I
L
S
C
H
E
D
U
L
E
ST
A
N
D
A
R
D
N
A
I
L
GE
N
E
R
A
L
D
I
A
M
E
T
E
R
/
L
E
N
G
T
H
8d
.1
3
1
"
x
2
12"
10
d
.
1
4
8
"
x
3
"
12
d
.
1
4
8
"
x
3
14"
16
d
.
1
6
2
"
x
3
12"
8d
R
I
N
G
S
H
A
N
K
.1
1
3
"
x
2
38"
NA
I
L
I
N
G
N
O
T
E
S
1.
C
O
N
T
R
A
C
T
O
R
M
A
Y
U
S
E
A
D
I
F
F
E
R
E
N
T
N
A
I
L
T
H
E
N
I
N
D
I
C
A
T
E
D
A
S
LO
N
G
A
S
I
T
M
E
E
T
S
O
R
E
X
C
E
E
D
S
T
H
E
D
I
A
M
E
T
E
R
A
N
D
L
E
N
G
T
H
IN
D
I
C
A
T
E
D
.
2.
C
O
N
N
E
C
T
O
R
S
M
A
Y
U
S
E
D
I
F
F
E
R
E
N
T
N
A
I
L
L
E
N
G
T
H
S
.
M
I
N
I
M
U
M
N
A
I
L
LE
N
G
T
H
P
E
R
C
O
N
N
E
C
T
O
R
I
S
R
E
Q
.
I
F
L
O
N
G
E
R
N
A
I
L
I
S
U
S
E
D
I
T
I
S
AD
E
Q
U
A
T
E
A
S
L
O
N
G
A
S
I
T
D
O
E
S
N
O
T
E
X
T
E
N
D
T
H
R
U
T
H
E
M
E
M
B
E
R
I
T
'
S
BE
I
N
G
A
T
T
A
C
H
E
D
T
O
.
1.
A
L
L
T
R
U
S
S
/
B
E
A
M
T
O
M
A
S
O
N
R
Y
C
O
N
N
E
C
T
I
O
N
S
T
O
B
E
S
I
M
P
.
M
E
T
A
1
6
,
U
.
N
.O
.
O
N
P
L
A
N
.
AT
F
L
O
O
R
T
R
U
S
S
E
S
P
A
R
A
L
L
E
L
T
O
M
A
S
O
N
R
Y
W
A
L
L
S
C
O
N
N
E
C
T
w
/
S
I
M
P
.
M
E
T
A
1
6
@
2
4
"
o
.
c
.
O
R
3
2
"
o
.
c
.
V
E
R
I
F
Y
w
/
T
R
U
S
S
SH
O
P
D
R
A
W
I
N
G
S
F
O
R
V
E
R
T
I
C
A
L
S
P
A
C
I
N
G
W
I
T
H
I
N
F
L
O
O
R
T
R
U
S
S
.
(
I
F
S
I
T
T
I
N
G
O
N
F
R
A
M
E
W
A
L
L
U
S
E
S
I
M
P
.
L
S
T
A
1
8
(
1
4
)
@
24
"
o
.
c
.
O
R
3
2
"
o
.
c
.
)
CO
N
N
E
C
T
A
L
L
C
O
N
T
I
N
U
O
U
S
R
I
M
B
O
A
R
D
S
T
O
T
O
P
O
F
M
A
S
O
N
R
Y
W
/
S
I
M
P
.
M
E
T
A
1
6
,
@
3
2
"
o
.
c
.
MA
X
.
A
N
D
(
2
)
A
T
E
A
C
H
C
O
R
N
E
R
.
2.
A
L
L
T
R
U
S
S
/
B
E
A
M
T
O
F
R
A
M
E
C
O
N
N
E
C
T
I
O
N
S
T
O
B
E
S
I
M
P
.
H
1
0
A
F
O
R
S
I
N
G
L
E
P
L
Y
,
O
R
H
1
0
A
-
2
F
O
R
2
-
P
L
Y
U
.
N
.
O
.
O
N
P
L
A
N
3.
C
O
N
N
E
C
T
A
L
L
T
Y
P
I
C
A
L
H
I
P
J
A
C
K
S
(
C
O
R
N
E
R
J
A
C
K
S
)
T
O
F
R
A
M
E
U
S
I
N
G
S
I
M
P
.
H
2
.
5
A
C
O
N
N
E
C
T
O
R
.
IF
U
P
L
I
F
T
E
X
C
E
E
D
S
5
3
5
l
b
s
U
S
E
(
2
)
H
2
.
5
A
C
O
N
N
E
C
T
O
R
S
.
4.
C
O
N
N
E
C
T
A
L
L
I
N
T
E
R
I
O
R
F
L
O
O
R
T
R
U
S
S
E
S
/
J
O
I
S
T
S
T
O
I
N
T
E
R
I
O
R
B
R
G
.
W
A
L
L
S
U
S
I
N
G
(
3
)
12
d
T
O
E
N
A
I
L
S
.
5.
A
L
L
T
R
U
S
S
T
O
T
R
U
S
S
C
O
N
N
E
C
T
I
O
N
S
T
O
B
E
S
P
E
C
I
F
I
E
D
B
Y
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
,
U
.
N
.O
.
O
N
P
L
A
N
.
6.
M
I
S
S
E
D
L
I
N
T
E
L
S
T
R
A
P
S
:
C
O
N
T
R
A
C
T
O
R
T
O
I
N
S
T
A
L
L
S
I
M
P
.
H
T
S
M
1
6
@
E
A
C
H
M
I
S
S
E
D
M
E
T
A
1
6
ST
R
A
P
L
O
C
A
T
I
O
N
.
I
F
D
O
U
B
L
E
M
E
T
A
1
6
@
A
2
-
P
L
Y
O
R
1
-
P
L
Y
T
R
U
S
S
I
S
M
I
S
S
E
D
,
U
S
E
(
2
)
H
T
S
M
1
6
S
T
R
A
P
S
.
IF
U
P
L
I
F
T
I
S
H
I
G
H
E
R
T
H
E
N
2
1
0
0
l
b
s
,
C
O
N
T
A
C
T
E
.
O
.
R
.
F
O
R
F
U
R
T
H
E
R
R
E
V
I
E
W
.
ST
A
N
D
A
R
D
C
O
N
N
E
C
T
O
R
N
O
T
E
S
GABLE ENDS:ROOFS:NAILING SCHEDULE:ROOF NOTES:GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENTEDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.8.NAILS:ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE)FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6"O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOFSHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BESPACED NO MORE THAN 24" O.C.IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP----AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN.2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS ANDELEVATIONS FOR BEARING HEIGHTS.3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED.CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED.4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLSAND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSSBOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2)12d TOENAILS.5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BECONTINUOUS FROM FLOOR TO CEILING.6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWINGADDITIONAL LOADS:A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS.B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS.7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTSOF ALL HARDWARE BEFORE INSTALLATION.10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE ISABOVE THE GARAGE.11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEENPROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THEPLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSSSHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION ORTRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. ISNOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IFCONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESSLAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD.ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C.AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHEREDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS.NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK,HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELYTREATED WOOD SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALLBE IN ACCORDANCE WITH ASTM A 153.APA SHEATHING NOTE:24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS.9. ALL TRUSS-TO-TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEYTRUSSES EXTERIOR WALLS:SEE WF10/SD4 FOR MORE INFO.12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 75lb MIN POINT LOAD SHOULD BEADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTEDAREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS.CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHERTHE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION.
TO
P
O
S
T
:
S
I
M
P
.
H
T
S
2
0
O
R
L
S
T
A
1
8
TO
B
E
A
M
:
S
I
M
P
.
H
U
C
410 w/(18)16d &
(
1
0
)
1
0
d
N
A
I
L
S
TO
M
A
S
O
N
R
Y
:
S
I
M
P
.
H
U
4
1
0
O
R
H
U
C
410 w/(10)10d
N
A
I
L
S
&
(
1
8
)
14"x234" TAPCONS
ON
M
A
S
O
N
R
Y
:
S
I
M
P
.
M
S
T
A
M
2
4
TO
P
O
S
T
:
S
I
M
P
.
H
T
S
2
0
O
R
L
S
T
A
1
8
TO
B
E
A
M
:
S
I
M
P
.
H
U
C
410 w/(18)16d &
(
1
0
)
1
0
d
N
A
I
L
S
TO
M
A
S
O
N
R
Y
:
S
I
M
P
.
H
U
4
1
0
O
R
H
U
C
410 w/(10)10d
N
A
I
L
S
&
(
1
8
)
14"x234" TAPCONS
ON
M
A
S
O
N
R
Y
:
S
I
M
P
.
M
S
T
A
M
2
4
23
FR
A
M
E
T
O
C
M
U
GR
A
V
I
T
Y
:
5
0
8
5
TO
P
O
S
T
:
(
2
)
S
I
M
P
.
H
T
S
2
0
O
R
L
S
T
A
1
8
ON
M
A
S
O
N
R
Y
:
(
2
)
S
I
M
P
.
M
E
T
A
1
6
*
N
A
I
L
T
O
G
E
T
H
E
R
U
S
I
N
G
(
3
)
R
O
W
S
O
F
1
2
d
N
A
I
L
S
@
6
"
O
.
C
.
E
A
C
H
S
I
D
E
(
2
)
M
S
T
A
M
2
4
TO
P
O
S
T
:
(
2
)
S
I
M
P
.
H
T
S
2
0
O
R
L
S
T
A
1
8
ON
M
A
S
O
N
R
Y
:
(
2
)
S
I
M
P
.
M
E
T
A
1
6
* U
.
N
.
O
.
N
A
I
L
T
O
G
E
T
H
E
R
U
S
I
N
G
(
3
)
R
O
W
S
O
F
1
2
d
NA
I
L
S
@
6
"
O
.
C
.
E
A
C
H
S
I
D
E
(
2
)
M
S
T
A
M
2
4
CO
L
U
M
N
S
C
H
E
D
U
L
E
(
2
)
2
X
4
S
P
F
#
2
B
U
I
L
T
U
P
S
T
U
D
C
O
L
U
M
N
(
3
)
2
X
4
S
P
F
#
2
B
U
I
L
T
U
P
S
T
U
D
C
O
L
U
M
N
(
4
)
2
X
4
S
P
F
#
2
B
U
I
L
T
U
P
S
T
U
D
C
O
L
U
M
N
(
2
)
2
X
6
S
P
F
#
2
B
U
I
L
T
U
P
S
T
U
D
C
O
L
U
M
N
(
3
)
2
X
6
S
P
F
#
2
B
U
I
L
T
U
P
S
T
U
D
C
O
L
U
M
N
(
2
)
2
X
8
S
P
F
#
2
B
U
I
L
T
U
P
S
T
U
D
C
O
L
U
M
N
(
3
)
2
X
8
S
P
F
#
2
B
U
I
L
T
U
P
S
T
U
D
C
O
L
U
M
N
(
3
)
2
X
4
S
Y
P
#
2
B
U
I
L
T
U
P
S
T
U
D
C
O
L
U
M
N
(
2
)
2
X
6
S
Y
P
#
2
B
U
I
L
T
U
P
S
T
U
D
C
O
L
U
M
N
(
2
)
2
X
8
S
Y
P
#
2
B
U
I
L
T
U
P
S
T
U
D
C
O
L
U
M
N
4
x
4
S
Y
P
#
2
P
O
S
T
6
x
6
S
Y
P
#
2
P
O
S
T
8
x
8
S
Y
P
#
2
P
O
S
T
3
-
1
/
2
"
x
3
-
1
/
2
"
L
V
L
C
O
L
U
M
N
.
3
-
1
/
2
"
x
5
-
1
/
4
"
L
V
L
C
O
L
U
M
N
.
3
-
1
/
2
"
x
7
"
L
V
L
C
O
L
U
M
N
.
3
-
1
/
2
"
x
9
-
1
/
2
"
L
V
L
C
O
L
U
M
N
.
5
-
1
/
4
"
x
5
-
1
/
4
"
L
V
L
C
O
L
U
M
N
.
5
-
1
/
4
"
x
7
"
L
V
L
C
O
L
U
M
N
.
7
"
x
7
"
L
V
L
C
O
L
U
M
N
.
3
1
/
2
"
X
1
1
7
/
8
"
L
V
L
C
O
L
U
M
N
5
1
/
4
"
X
9
1
/
2
"
L
V
L
C
O
L
U
M
N
A B C D E F G H J K L M N P Q R S T V X Y Z
16
"
TA
G
TO
P
CO
N
N
E
C
T
I
O
N
&
F
A
S
T
E
N
E
R
S
SP
F
16
"
S
P
F
BO
T
T
O
M
12
"
S
P
F
16
"
S
P
F
SY
P
16
"
SY
P
12
"
12
"
S
Y
P
12
"
S
Y
P
BW
7
BW
8
BW
9
BW
1
0
BW
1
1
BW
1
2
NOUP
L
I
F
T
LU
M
B
E
R
SP
E
C
I
E
S
UP
L
I
F
T
CA
P
.
(p
l
f
)
ST
U
D
SP
A
C
I
N
G
(3
)
1
2
d
TO
E
N
A
I
L
S
(3
)
1
2
d
TO
E
N
A
I
L
S
(3
)
1
2
d
TO
E
N
A
I
L
S
BL
O
C
K
I
N
G
MID
-
S
P
A
N
11
6
0
p
l
f
MID
-
S
P
A
N
13rd
.
P
T
.
NOUP
L
I
F
T
11
6
0
p
l
f
MID
-
S
P
A
N
(3
)
1
2
d
TO
E
N
A
I
L
S
12
"
S
P
F
13rd
.
P
T
.
MID
-
S
P
A
N
12
"
S
P
F
(3
)
1
2
d
TO
E
N
A
I
L
S
(3
)
1
2
d
TO
E
N
A
I
L
S
NOUP
L
I
F
T
MID
-
S
P
A
N
SY
P
16
"
MID
-
S
P
A
N
SY
P
16
"
13rd
.
P
T
.
(3
)
1
2
d
TO
E
N
A
I
L
S
(3
)
1
2
d
TO
E
N
A
I
L
S
NOUP
L
I
F
T
MID
-
S
P
A
N
MID
-
S
P
A
N
13rd
.
P
T
.
BW
1
BW
2
BW
3
BW
4
BW
5
BW
6
1/2
"
T
H
R
E
A
D
E
D
R
O
D
@
4
8
"
O
.
C
.
AD
J
U
S
T
A
S
R
E
Q
'
D
T
O
M
I
S
S
S
T
U
D
S
1/2
"
T
H
R
E
A
D
E
D
R
O
D
@
4
8
"
O
.
C
.
AD
J
U
S
T
A
S
R
E
Q
'
D
T
O
M
I
S
S
S
T
U
D
S
1/2
"
T
H
R
E
A
D
E
D
R
O
D
@
4
8
"
O
.
C
.
AD
J
U
S
T
A
S
R
E
Q
'
D
T
O
M
I
S
S
S
T
U
D
S
1/2
"
T
H
R
E
A
D
E
D
R
O
D
@
4
8
"
O
.
C
.
AD
J
U
S
T
A
S
R
E
Q
'
D
T
O
M
I
S
S
S
T
U
D
S
1/2
"
T
H
R
E
A
D
E
D
R
O
D
@
4
8
"
O
.
C
.
AD
J
U
S
T
A
S
R
E
Q
'
D
T
O
M
I
S
S
S
T
U
D
S
1/2
"
T
H
R
E
A
D
E
D
R
O
D
@
4
8
"
O
.
C
.
AD
J
U
S
T
A
S
R
E
Q
'
D
T
O
M
I
S
S
S
T
U
D
S
1/2
"
T
H
R
E
A
D
E
D
R
O
D
@
4
8
"
O
.
C
.
AD
J
U
S
T
A
S
R
E
Q
'
D
T
O
M
I
S
S
S
T
U
D
S
1/2
"
T
H
R
E
A
D
E
D
R
O
D
@
4
8
"
O
.
C
.
AD
J
U
S
T
A
S
R
E
Q
'
D
T
O
M
I
S
S
S
T
U
D
S
11
6
0
p
l
f
11
6
0
p
l
f
11
6
0
p
l
f
11
6
0
p
l
f
11
6
0
p
l
f
11
6
0
p
l
f
HU
C
2
1
0
-
2
H
E
A
D
E
R
T
O
C
M
U
w
/
(
1
8
)
1
/
4
"
x
2
-
3
/
4
"
S
I
M
P
S
O
N
TIT
E
N
S
&
(
1
0
)
1
0
d
N
A
I
L
S
UP
L
I
F
T
:
1
8
1
0
GR
A
V
I
T
Y
:
5
0
8
5
UP
L
I
F
T
:
1
8
1
0
24
FR
A
M
E
T
O
F
R
A
M
E
HU
S
2
6
T
O
L
E
D
G
E
R
W
/
(
1
4
)
1
6
d
N
A
I
L
S
A
N
D
T
O
T
R
U
S
S
W/(
6
)
1
6
d
N
A
I
L
S
25
FR
A
M
E
T
O
F
R
A
M
E
HU
S
C
2
1
0
-
2
W
/
(
8
)
1
6
d
N
A
I
L
S
T
O
B
E
A
M
A
N
D
(
8
)
16
d
N
A
I
L
S
T
O
CO
L
U
M
N
26
FR
A
M
E
T
O
C
M
U
LT
T
2
0
B
w
/
(
1
0
)
1
0
d
N
A
I
L
S
&
58" E
P
O
X
Y
A
N
C
H
O
R
w
/
S
I
M
P
.
S
E
T
EP
O
X
Y
M
I
N
.
7
"
E
M
B
E
D
.
12
9
0
1
3
0
0
13
3
5
1
5
5
0
GR
A
V
I
T
Y
:
2
1
2
5
UP
L
I
F
T
:
3
2
9
0
GR
A
V
I
T
Y
:
2
1
2
5
UP
L
I
F
T
:
3
2
9
0
HE
A
D
E
R
S
U
P
P
O
R
T
#
J
A
C
K
S
/
K
I
N
G
S
R
E
Q
'
D
.
@
O
P
E
N
I
N
G
OP
E
N
I
N
G
S
I
Z
E
SE
E
P
L
A
N
F
O
R
W
A
L
L
W
I
D
T
H
JA
C
K
S
@
E
A
.
E
N
D
K
I
N
G
S
@
E
A
.
E
N
D
1'-
0
"
T
O
3
'
-
1
1
"
1
1
4'-
0
"
T
O
7
'
-
1
1
"
2
2
8'-
0
"
T
O
9
'
-
1
1
"
2
3
10
'
-
0
"
T
O
1
2
'
-
0
"
3
4SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:1/4"=1'-0"S4.2NOTES & CONNECTOR LEGEND
ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTORTO FOLLOW THE DETAILS INDICATED BELOW"OPENING SITTING ON MASONRY- WS06/SD5 (STRAPSSHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS ORSHEATHING IS NOT CONTINUOUS)OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS)AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O.1.2.STANDARD 2ND FLOOR FRAMING NOTES:3.
W/
S
T
R
A
P
S
EX
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
T
O
B
E
N
A
I
L
E
D
W
I
T
H
8
d
N
A
I
L
S
@
3
"
O
.
C
.
O
N
E
D
G
E
A
N
D
I
N
F
I
E
L
D
MIN
(
3
)
2
x
4
S
T
U
D
U
N
D
E
R
F
U
L
L
LE
N
G
T
H
H
E
A
D
E
R
W
/
(
2
)
SIM
P
S
O
N
A
3
5
C
L
I
P
T
&
B
MI
N
(
3
)
2
x
4
S
T
U
D
U
N
D
E
R
F
U
L
L
LE
N
G
T
H
H
E
A
D
E
R
W
/
(
2
)
SIM
P
S
O
N
A
3
5
C
L
I
P
T
&
B
H2
x
1
0
H2
x
1
0
H2
x
1
0
H2
x
1
0
WS
0
4
SD
5
WS
0
5
SD
5
A
WS
0
5
SD
5
A
WS
0
5
SD
5
WS
0
4
SD
5
SIM
.
V
5
9
2x
8
S
T
U
D
S
2x
8
S
T
U
D
S
A
WS
0
5
SD
5
PW
0
5
SD
7
WS
0
4
SD
5
B
B
21
WS
0
6
SD
5
W/
S
T
R
A
P
S
WS
0
6
SD
5
B
21
WS
0
3
SD
5
H2
x
1
0
MIN
(
3
)
2
x
4
S
T
U
D
U
N
D
E
R
F
U
L
L
LE
N
G
T
H
H
E
A
D
E
R
W
/
(
2
)
SI
M
P
S
O
N
A
3
5
C
L
I
P
T
&
B
SIM
.
A
Q
5
WS
0
3
SD
5
B
B
A
WS
0
3
SD
5
Q
5
16
Q
5
16
B
PW
1
1
SD
8
PW
1
1
SD
8
PW10 SD8
PW
1
1
SD
8
MI
N
(
2
)
2
x
4
S
T
U
D
U
N
D
E
R
F
U
L
L
LE
N
G
T
H
H
E
A
D
E
R
W
/
(
2
)
SIM
P
S
O
N
A
3
5
C
L
I
P
T
&
B
MIN
(
3
)
2
x
4
S
P
F
#
2
J
A
C
K
ST
U
D
S
&
(
2
)
2
x
4
S
P
F
#
2
KI
N
G
S
T
U
D
S
E
A
.
E
N
D
OF
F
U
L
L
L
E
N
G
T
H
H
D
R
.
MIN
(
3
)
2
x
4
S
P
F
#
2
J
A
C
K
ST
U
D
S
&
(
2
)
2
x
4
S
P
F
#
2
KIN
G
S
T
U
D
S
E
A
.
E
N
D
OF
F
U
L
L
L
E
N
G
T
H
H
D
R
.
H2WALL LEGEND = 9'-4" T.O.M.= INTERIOR/EXTERIORBEARING WALLS VERIFYHGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STUD & SPECIESSPACING 2x4 SPF #1/#216" O.C. MAX 2x4 SPF #1/#216" O.C. MAX 2x4 SPF #1/#216" O.C. MAX 16" O.C. MAX ULTIMATE WIND SPEED: 139 MPH EXPOSURE: BWALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT 8'-0"9'-0"9'-4"10'-0"EXTERIOR FRAME WALL NOTESEXTERIOR FRAME WALL SCHEDULE 1.2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDEREDTO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FORREQUIRED STUD SPACING.2.SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS& NAILING PATTERN.2.1.NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OFSHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FORREVIEW OF EXTERIOR STUDS3.IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BEMIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS4.SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.5.IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O.(TAYLOR MORRISON)STUD & SPECIESSPACINGINTERIOR ZONESPACINGEND ZONE 16" O.C. MAX 16" O.C. MAX 16" O.C. MAX 12" O.C. MAX2x4 SPF #1/#2 SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:ROOF FRAMING PLAN S4.31/4"=1'-0"
S
E
E
P
A
G
E
S
4
.
2
F
O
R
N
O
T
E
S
A
N
D
C
O
N
N
E
C
T
O
R
L
E
G
E
N
D
MATCHLINE: SEE S4.4
W/ STRAPS
EX
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
T
O
B
E
N
A
I
L
E
D
W
I
T
H
8
d
N
A
I
L
S
@
3
"
O
.
C
.
O
N
E
D
G
E
A
N
D
I
N
F
I
E
L
D
MIN
(
3
)
2
x
4
S
T
U
D
U
N
D
E
R
F
U
L
L
LE
N
G
T
H
H
E
A
D
E
R
W
/
(
2
)
SIM
P
S
O
N
A
3
5
C
L
I
P
T
&
B
MIN
(
3
)
2
x
4
S
T
U
D
U
N
D
E
R
F
U
L
L
LE
N
G
T
H
H
E
A
D
E
R
W
/
(
2
)
SI
M
P
S
O
N
A
3
5
C
L
I
P
T
&
B
H2
x
1
0
H2
x
1
0
H2
x
1
0
H2
x
1
0
WS04SD5 WS05 SD5A
WS
0
5
SD
5
A
WS
0
5
SD
5
WS
0
4
SD
5
SIM
.
V
5
9
2x
8
S
T
U
D
S
2x
8
S
T
U
D
S
A
WS
0
5
SD
5
PW
0
5
SD
7
WS04 SD5BB21WS06SD5
W/
S
T
R
A
P
S
WS
0
6
SD
5
B
21
WS
0
3
SD
5
H2
x
1
0
MIN
(
3
)
2
x
4
S
T
U
D
U
N
D
E
R
F
U
L
L
LE
N
G
T
H
H
E
A
D
E
R
W
/
(
2
)
SIM
P
S
O
N
A
3
5
C
L
I
P
T
&
B
SIM
.
A
Q
5
WS
0
3
SD
5
B
B
A
WS
0
3
SD
5
Q
5
16
Q
5
16
B
PW
1
1
SD
8
PW
1
1
SD
8
PW
1
1
SD
8
MIN
(
2
)
2
x
4
S
T
U
D
U
N
D
E
R
F
U
L
L
LE
N
G
T
H
H
E
A
D
E
R
W
/
(
2
)
SI
M
P
S
O
N
A
3
5
C
L
I
P
T
&
B
MI
N
(
3
)
2
x
4
S
P
F
#
2
J
A
C
K
ST
U
D
S
&
(
2
)
2
x
4
S
P
F
#
2
KI
N
G
S
T
U
D
S
E
A
.
E
N
D
OF
F
U
L
L
L
E
N
G
T
H
H
D
R
.
MIN (3) 2x4 SPF #2 JACKSTUDS & (2) 2x4 SPF #2KING STUDS EA. ENDOF FULL LENGTH HDR.ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTORTO FOLLOW THE DETAILS INDICATED BELOW"OPENING SITTING ON MASONRY- WS06/SD5 (STRAPSSHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS ORSHEATHING IS NOT CONTINUOUS)OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPSSHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS)AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O.1.2.STANDARD 2ND FLOOR FRAMING NOTES:3.WALL LEGEND = 9'-4" T.O.M.= INTERIOR/EXTERIORBEARING WALLS VERIFYHGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STUD & SPECIESSPACING 2x4 SPF #1/#216" O.C. MAX 2x4 SPF #1/#216" O.C. MAX 2x4 SPF #1/#216" O.C. MAX 16" O.C. MAX ULTIMATE WIND SPEED: 139 MPH EXPOSURE: BWALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT 8'-0"9'-0"9'-4"10'-0"EXTERIOR FRAME WALL NOTESEXTERIOR FRAME WALL SCHEDULE 1.2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDEREDTO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FORREQUIRED STUD SPACING.2.SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS& NAILING PATTERN.2.1.NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OFSHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FORREVIEW OF EXTERIOR STUDS3.IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BEMIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS4.SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.5.IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O.(TAYLOR MORRISON)STUD & SPECIESSPACINGINTERIOR ZONESPACINGEND ZONE 16" O.C. MAX 16" O.C. MAX 16" O.C. MAX 12" O.C. MAX2x4 SPF #1/#2 SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:ROOF FRAMING PLAN S4.41/4"=1'-0"
S
E
E
P
A
G
E
S
4
.
2
F
O
R
N
O
T
E
S
A
N
D
C
O
N
N
E
C
T
O
R
L
E
G
E
N
D
MATCHLINE: SEE S4.3
5'-
1
0
"
3'-
0
"
3'-
0
"
3'-
0
"
2'-10"2'-
1
0
"
3'-
0
"
3'-
0
"
3'-
0
"
16
'
-
1
0
"
2'-10"2'-
1
0
"
3'-
0
"
3'-
0
"
3'-
0
"
16
'
-
1
0
"
2'-10"2'-
1
0
"
3'-
0
"
3'-
0
"
3'-
0
"
16
'
-
1
0
"
11'-8"
2'-
1
0
"
3'-0"3'-0"4'-4"
3'-2"
16
'
-
0
"
8'-
0
"
8'-
0
"
8'-
0
"
2'-
0
"
3'-
2
"
3'-
2
"
3'-
2
"
2'-
0
"
2'-
0
"
D MIN
.
D MI
N
.
D MIN
.
D MIN
.
F
F
F
D
DDD
D
F
F
F
D
D
C
C
C
C
C
E
E
E
4'-
6
"
F
4'-
6
"
F
6'-
8
"
D
MI
N
.
12
"
W
I
D
E
D
RE
Q
'
D
L
A
P
S
P
L
I
C
E
,
E
M
B
E
D
M
E
N
T
,
A
N
D
H
O
O
K
E
D
R
E
I
N
F
.
S
T
E
E
L
(
I
N
C
H
E
S
)
BA
R
S
I
Z
E
"D"
"B" + "C"
"C"
"B
"
"A"
"
A
"
"C"
GR
A
D
E
4
0
BE
N
D
Ø
LE
N
G
T
H
L
A
P
S
P
L
I
C
E
"A
"
"B
"
"C
"
"D
"
1 7
/
8
#3#3 #4 #5 #6 #7
2 1
/
2
3 1
/
8
3 3
/
4
4 3
/
8
4 1
/
4
5 5
/
8 7
8 1
/
1
6
9 1
3
/
1
6
7
15
9 1
/
2
2
0
11
3
/
4
2
5
14
3
0
16
1
/
2
3
5
#3
=
2
12"
#4
=
2
12"
#5
=
2
12"
#6
=
3
"
#7
=
3
12"
MD
0
8
RE
B
A
R
S
P
L
I
C
E
D
E
T
A
I
L
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
GR
A
D
E
6
0
LE
N
G
T
H
L
A
P
S
P
L
I
C
E
"A
"
"B
"
"C
"
"D
"
2 1
/
4
3 3 3
/
4
4 1
/
2
5 1
/
4
4 1
/
4
5 5
/
8 7
8
1
/
1
6
9 1
3
/
1
6
9 1
/
4
1
8
12
1
/
2
2
4
15
1
/
2
3
0
18
1
/
2
3
6
21
3
/
4
4
2
BE
N
D
Ø
FR
A
M
E
I
N
F
I
L
L
A
R
O
U
N
D
WIN
D
O
W
B
Y
B
U
I
L
D
E
R
SE
E
W
F
0
1
/
S
D
1
F
O
R
MO
R
E
I
N
F
O
SE
E
D
O
W
E
L
P
L
A
N
F
O
R
FIL
L
E
D
C
E
L
L
I
N
F
O
.
MIN
.
(
1
)
I
S
R
E
Q
'
D
O
N
EIT
H
E
R
S
I
D
E
U
.
N
.
O
.
MD
0
7
LI
N
T
E
L
W
/
T
R
A
N
S
O
M
D
E
T
A
I
L
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
(2
)
2
X
8
S
Y
P
#
2
P
.
T
.
H
E
A
D
E
R
TU
R
N
E
D
S
I
D
E
W
A
Y
S
.
AT
T
A
C
H
T
O
M
A
S
O
N
R
Y
WA
L
L
W
/
S
I
M
P
S
O
N
H
U
2
8
-
2
HA
N
G
E
R
@
E
A
.
E
N
D
.
W
/
(1
4
)
1
/
4
"
x
2
-
3
/
4
"
T
A
P
C
O
N
S
TO
M
A
S
O
N
R
Y
&
(
6
)
1
0
d
NA
I
L
S
T
O
H
E
A
D
E
R
LIN
T
E
L
P
E
R
P
L
A
N
SE
E
P
L
A
N
F
O
R
T
O
P
O
F
W
A
L
L
A
N
D
L
I
N
T
E
L
I
N
F
O
DO
O
R
O
R
W
I
N
D
O
W
O
P
E
N
I
N
G
TR
A
N
S
O
M
O
P
E
N
I
N
G
MA
X
.
O
P
E
N
I
N
G
4
F
T
8"
x
8
"
x
1
6
"
C
M
U
U
.
N
.
O
.
IN
D
I
C
A
T
E
S
F
I
L
L
E
D
C
E
L
L
F
R
O
M
F
T
G
.
T
O
T
I
E
BE
A
M
w
/
(
1
)
#
5
B
A
R
W
/
3
00
0
p
s
i
C
O
N
C
.
S
E
E
MD
0
8
F
O
R
L
A
P
I
N
F
O
.
ST
D
.
9
0
D
E
G
R
E
E
A
N
G
L
E
3
0
0
0
p
s
i
CO
N
C
.
w
/
(
1
)
#
5
D
I
A
.
R
E
B
A
R
TY
P
.
B
O
N
D
B
E
A
M
8
"
x
8
"
x
1
6
"
K
.
O
.
LIN
T
E
L
B
L
O
C
K
F
I
L
L
w
/
3
0
0
0
p
s
i
C
O
N
C
.
w
/
(1
)
#
5
D
I
A
.
R
E
B
A
R
ST
A
N
D
A
R
D
9
0
D
E
G
R
E
E
H
O
O
K
PR
E
C
A
S
T
"
U
"
LI
N
T
E
L
W
/
3
0
0
0
ps
i
C
O
N
C
.
P
E
R
LIN
T
E
L
P
L
A
N
.
I
F
RE
B
A
R
I
S
IN
D
I
C
A
T
E
D
I
N
LIN
T
E
L
,
#
5
T
O
B
E
HO
O
K
E
D
I
N
T
O
SID
E
V
E
R
T
I
C
A
L
S
HO
O
K
P
E
R
MD
0
8
SEE PLAN FOR STEP
MIN 25" LAP
RO
U
G
H
O
P
E
N
I
N
G
P
E
R
P
L
A
N
MD
0
6
TY
P
I
C
A
L
M
A
S
O
N
R
Y
C
O
N
S
T
R
U
C
T
I
O
N
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
MASONRY HEIGHT PER PLAN
TY
P
I
C
A
L
T
R
U
S
S
A
N
C
H
O
R
P
E
R
P
L
A
N
NO
N
-
S
H
E
A
R
W
A
L
L
A
T
O
P
E
N
I
N
G
TY
P
I
C
A
L
S
H
E
A
R
W
A
L
L
S
E
G
M
E
N
T
PR
O
V
I
D
E
S
C
R
E
E
N
W
H
E
N
B
L
O
C
K
B
E
L
O
W
IS
N
O
T
R
E
Q
U
I
R
E
D
T
O
B
E
F
I
L
L
E
D
SE
E
F
O
U
N
D
A
T
I
O
N
F
O
R
F
O
O
T
I
N
G
AT
C
O
R
N
E
R
S
PR
O
V
I
D
E
ST
A
N
D
A
R
D
#
5
HO
O
K
B
A
R
.
L
A
P
OT
H
E
R
B
A
R
S
I
N
T
O
CO
R
N
E
R
A
S
R
E
Q
'
D
PR
O
V
I
D
E
C
L
E
A
N
O
U
T
O
P
E
N
I
N
G
@
G
R
O
U
T
FI
L
L
E
D
C
E
L
L
A
N
D
R
E
B
A
R
(
T
Y
P
)
.
M
O
R
T
A
R
JO
I
N
T
S
S
H
O
U
L
D
N
O
T
B
E
C
U
T
ME
T
A
L
L
A
T
H
O
R
W
I
R
E
S
C
R
E
E
N
OV
E
R
C
O
U
R
S
E
S
N
O
T
R
E
Q
'
D
TO
B
E
F
I
L
L
E
D
.
(
S
H
E
E
T
M
E
T
A
L
& P
A
P
E
R
F
E
L
T
P
R
O
H
I
B
I
T
E
D
)
CO
N
T
R
A
C
T
O
R
T
O
V
E
R
I
F
Y
TH
E
G
R
O
U
T
I
S
L
E
V
E
L
WIT
H
T
O
P
O
F
B
L
O
C
K
F
O
R
PR
O
P
E
R
T
R
U
S
S
/
F
L
O
O
R
SY
S
T
E
M
B
E
A
R
I
N
G
(
M
I
N
3
"
)
BO
T
T
O
M
S
T
E
E
L
I
N
L
I
N
T
E
L
I
F
IN
D
I
C
A
T
E
-
S
H
O
U
L
D
H
O
O
K
I
N
T
O
VE
R
T
I
C
A
L
C
E
L
L
S
P
E
R
M
D
0
8
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:LINTEL PLAN S5.01/8"=1'-0"GENERAL CONCRETE LINTEL SCHEDULEAPPROVED LINTEL MANUFACTURERS:CASTE-CRETE, QUALITY, AND LOTTS AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.(1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O.ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN.8" BEARING EA. END LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THANINDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUTENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.1.2.3.4.MARKLINTELREQUIREMENTS 8RF6-1B/1TA 8F8-1B/1TB 8RF14-1B/1TC D E F G H J8F20-1B/1T 8RF22-1B/1T8RF14-0B/1T 8F16-0B/1T 8F20-0B/1T K L M8F24-1B/1T 8RF22-0B/1T 8F24-0B/1T8F16-1B/1T(*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOADCONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE ISADEQUATE FOR THE LOADS.5.G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFYWITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.6.TYPE DESIGNATION1. f'c PRECAST LINTELS = 3500 PSI.2. f'c PRESTRESSED LINTELS = 6000 psi.3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI.5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.8F16-1B/1T QUANTITY OF #5 REBAR AT TOPQUANTITY OF #5 REBAR @BOTTOM OF LINTEL CAVITY NOMINAL WIDTHNOMINAL HEIGHTF = FILLED WITH GROUT /U = UNFILLED R = RECESSED 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING.5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT.2. 0 = NOT RATED.3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.C.M.U.GROUT FILLEDN P R S T8RF30-1B/1T 8F32-1B/1T 8RF30-0B/1T 8F32 -0B/1T 8F38 -1B/1T U8F12 -1B/1T V W XBOTTOM REINFORCING PROVIDED IN LINTEL (VARIES)#5 REBAR AT TOP MIN. (1) REQ'D1-1/2" CLEAR #5 REBAR AT BOTTOM OF LINTELCAVITY15-5/8" ACTUAL 16" NOMINAL HEIGHT 7-5/8" ACTUAL8" NOMINAL WIDTH UNFILLED
PR
E
C
A
S
T
L
I
N
T
E
L
L
O
A
D
T
A
B
L
E
CL
E
A
R
O
P
E
N
I
N
G
5'-
4
"
8'-
4
"
7'-
4
"
3'-
4
"
3'-
0
"
2'-
8
"
2'-
4
"
4'-
4
"
6'-
4
"
1)
F
O
R
H
E
A
D
E
R
D
E
P
T
H
S
D
E
E
P
E
R
T
H
A
N
3
2
"
,
U
S
E
V
A
L
U
E
S
F
O
R
3
2
"
D
E
E
P
H
E
A
D
E
R
2)
F
O
R
H
E
A
D
E
R
D
E
P
T
H
S
N
O
T
L
I
S
T
E
D
O
N
C
H
A
R
T
,
U
S
E
T
H
E
V
A
L
U
E
S
F
O
R
T
H
E
N
E
X
T
D
E
P
T
H
D
O
W
N
.
8R
6
-
1
B
/
8
R
6
-
0
B
8
R
1
4
-
1
B
/
8
R
1
4
-
0
B
8R
2
2
-
1
B
/
8
R
2
2
-
0
B
7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTELSUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS C.M.U.BOTTOM REINFORCING PROVIDEDIN LINTEL (VARIES)#5 REBAR AT TOP MIN. (1) REQ'D1-1/2" CLEAR 15-5/8" ACTUAL 16" NOMINAL HEIGHT 7-5/8" ACTUAL8" NOMINAL WIDTH
LO
A
D
S
L
I
S
T
E
D
B
E
L
O
W
H
A
V
E
B
E
E
N
C
A
L
C
U
L
A
T
E
D
O
R
C
O
M
P
I
L
E
D
F
R
O
M
D
A
T
A
F
R
O
M
T
H
E
F
O
L
L
O
W
I
N
G
AP
P
R
O
V
E
D
M
A
N
.
C
A
S
T
-
C
R
E
T
E
,
Q
U
A
L
I
T
Y
P
R
E
C
A
S
T
C
O.,
A
N
D
L
O
T
T
'
S
C
O
N
C
R
E
T
E
ST
A
N
D
A
R
D
L
I
N
T
E
L
S
CL
E
A
R
O
P
E
N
I
N
G
8"
U
N
F
I
L
L
E
D
8F
8
-
1
B
/
8
F
8
-
0
B
8
F
1
6
-
1
B
/
8
F
1
6
-
0
B
8F
2
4
-
1
B
/
8
F
2
4
-
0
B
8
F
3
2
-
1
B
/
8
F
3
2
-
0
B
1'-
6
"
22
3
1
30
6
9
/
3
0
6
9
6
1
1
3
/
6
1
1
3
8
9
7
4
/
8
9
7
4
1
0
0
0
0
/
1
0
0
0
0
2'-
2
"
1
7
8
3
30
6
9
/
3
0
6
9
61
1
3
/
5
1
6
3
8
9
7
4
/
8
0
5
4
10000 / 10000
2'-
8
"
1
3
4
3
2
6
9
3
/
2
5
6
1
6
1
1
3
/
3
8
2
0
8
9
7
4
/
5
9
6
1
1
0
0
0
0
/
8
1
0
7
3'-
2
"
12
1
7
21
6
5
/
1
9
6
9
61
1
3
/
2
9
3
1
8
6
7
2
/
4
5
7
6
1
0
0
0
0
/
6
2
2
4
3'-
4
"
10
0
6
1
6
6
3
/
1
3
4
9
5
3
6
5
/
1
9
9
9
7
3
4
2
/
3
1
2
3
1
0
0
0
0
/
4
2
4
9
4'-
0
"
8
6
0
1
6
5
1
/
1
3
4
9
5
3
6
5
/
1
9
9
9
7
3
4
2
/
3
1
2
3
1
0
0
0
0
/
4
2
4
9
4'-
6
"
7
1
0
1
4
2
3
/
1
1
0
5
4
3
6
0
/
1
6
3
1
6
0
3
6
/
2
5
4
9
8
3
2
8
/
3
4
7
0
5'-
2
"
5
7
0
1
2
3
2
/
1
2
3
2
3
4
8
0
/
2
5
8
0
8
3
6
0
/
3
5
8
6
8
8
2
5
/
4
5
9
2
6'-
2
"
4
8
8
99
1
/
9
9
1
2
6
6
1
/
2
1
4
3
56
8
1
/
2
6
9
8
6472 / 3685
7'-
0
"
4
1
6
75
2
/
6
9
9
18
4
3
/
1
6
2
5
3
4
8
6
/
2
6
0
2
6
3
9
0
/
3
3
0
2
8'-
0
"
3
5
4
72
6
/
6
9
9
1
8
4
3
/
1
6
2
5
3
4
8
6
/
2
2
5
5
6
2
0
5
/
2
8
8
5
9'-
2
"
3
1
5
61
8
/
5
3
5
1
5
3
3
/
1
2
4
7
2
7
8
1
/
1
9
4
6
4
7
5
4
/
2
4
8
9
10
'
-
0
"
2
9
2
5
6
7
/
4
5
4
1
3
6
6
/
1
2
7
7
2
4
2
3
/
1
7
7
0
4
0
0
6
/
2
2
6
3
10
'
-
8
"
2
7
7
4
9
2
/
3
5
2
1
2
5
4
/
1
1
3
2
2
1
9
3
/
1
5
6
7
3
5
5
2
/
2
0
0
3
11
'
-
2
"
2
5
5
4
7
1
/
3
5
2
1
0
7
5
/
1
0
7
5
1
8
3
8
/
1
5
6
7
2
8
8
3
/
2
0
0
3
12
'
-
0
"
2
3
9
41
8
/
2
9
7
1
0
7
5
/
1
0
4
5
1
8
3
8
/
1
4
4
6
2
8
8
3
/
1
8
4
8
12
'
-
8
"
0
3
6
9
/
2
6
1
1
0
0
2
/
9
8
4
1
6
9
7
/
1
3
6
1
2
6
3
0
/
1
7
3
8
13
'
-
4
"
3
2
8
/
0
1
2
3
4
/
0
1
7
7
9
/
0
2
6
6
2
/
0
14
'
-
0
"
29
2
/
0
1
1
6
0
/
0
1
6
6
0
/
0
2439 / 0
16
'
-
0
"
2
8
4
/
0
9
5
0
/
0
1
3
7
9
/
0
1
9
9
7
/
0
18
'
-
0
"
2
1
1
/
0
7
5
0
/
0
1
1
7
7
/
0
1
6
7
6
/
0
18
'
-
8
"
14
2
/
0
5
9
8
/
0
1
1
1
4
/
0
1
4
6
8
/
0
20
'
-
0
"
18
0
/
0
5
9
8
/
0
1
0
2
4
/
0
1
4
4
1
/
0
20
'
-
8
"
1
4
5
/
0
5
5
0
/
0
9
8
1
/
0
1
3
7
6
/
0
22
'
-
8
"
1
1
0
/
0
4
5
0
/
0
8
2
4
/
0
1
1
4
7
/
0
16
9
4
/
1
6
9
4
5
4
9
9
/
5
4
2
1
14
2
5
/
1
4
2
5
4
9
3
3
/
4
9
3
3
12
3
0
/
1
2
3
0
40
8
5
/
4
0
8
5
10
8
1
/
9
2
0
4
0
8
5
/
2
8
3
9
84
6
/
8
3
3
3
1
2
7
/
2
8
3
9
66
4
/
5
7
2
2
5
9
5
/
2
5
9
5
52
6
/
4
3
4
1
3
2
9
/
2
2
6
7
48
0
/
3
2
2
1
9
6
4
/
1
5
5
2
41
5
/
2
3
5
1
6
9
4
/
1
5
5
2
0 0 00 00 00
37
2
5
/
3
2
8
0
33
4
3
/
3
2
8
0
27
6
9
/
2
7
6
9
27
6
9
/
1
7
1
6
21
2
1
/
1
7
1
6
17
6
1
/
1
7
6
1
15
3
9
/
1
5
3
9
13
3
4
/
1
3
3
4
11
5
2
/
1
1
5
2
8F40 -0B/1T
RE
C
E
S
S
E
D
L
I
N
T
E
L
S
-
F
I
L
L
E
D
STANDARD LINTEL NOTES MATERIALS LINTEL DESIGNATION SCHEDULE SAFE LOAD TABLE NOTES8F8 -0B/1T
MATCHLINE: SEE S5.1
5'-10"
3'-
0
"
3'-
0
"
3'-
0
"
2'-10"2'-
1
0
"
3'-
0
"
3'-
0
"
3'-
0
"
16
'
-
1
0
"
2'-10"2'-
1
0
"
3'-
0
"
3'-
0
"
3'-
0
"
16
'
-
1
0
"
2'-10"2'-
1
0
"
3'-
0
"
3'-
0
"
3'-
0
"
16
'
-
1
0
"
11'-8"2'-10"3'-0"3'-0"4'-4"
3'-2"
16
'
-
0
"
8'-
0
"
8'-
0
"
8'-
0
"
2'-
0
"
3'-
2
"
3'-
2
"
3'-
2
"
2'-
0
"
2'-
0
"
D MIN
.
D MI
N
.
D MIN
.
D MIN
.
F
F
F
DDDDD
F
F
F
D
D
C
C
C
CC
E
E
E
4'-
6
"
F
4'-
6
"
F
6'-
8
"
D
MIN
.
12
"
W
I
D
E
D
RE
Q
'
D
L
A
P
S
P
L
I
C
E
,
E
M
B
E
D
M
E
N
T
,
A
N
D
H
O
O
K
E
D
R
E
I
N
F
.
S
T
E
E
L
(
I
N
C
H
E
S
)
BA
R
S
I
Z
E
"D"
"B" + "C"
"C"
"B
"
"A"
"
A
"
"C"
GR
A
D
E
4
0
BE
N
D
Ø
LE
N
G
T
H
L
A
P
S
P
L
I
C
E
"A
"
"B
"
"C
"
"D
"
1 7
/
8
#3#3 #4 #5 #6 #7
2 1
/
2
3 1
/
8
3 3
/
4
4 3
/
8
4 1
/
4
5 5
/
8 7
8 1
/
1
6
9 1
3
/
1
6
7
15
9 1
/
2
2
0
11
3
/
4
2
5
14
3
0
16
1
/
2
3
5
#3
=
2
12"
#4
=
2
12"
#5
=
2
12"
#6
=
3
"
#7
=
3
12"
MD
0
8
RE
B
A
R
S
P
L
I
C
E
D
E
T
A
I
L
GR
A
D
E
6
0
LE
N
G
T
H
L
A
P
S
P
L
I
C
E
"A
"
"B
"
"C
"
"D
"
2 1
/
4
3 3 3
/
4
4 1
/
2
5 1
/
4
4 1
/
4
5 5
/
8 7
8
1
/
1
6
9 1
3
/
1
6
9 1
/
4
1
8
12
1
/
2
2
4
15
1
/
2
3
0
18
1
/
2
3
6
21
3
/
4
4
2
BE
N
D
Ø
FR
A
M
E
I
N
F
I
L
L
A
R
O
U
N
D
WIN
D
O
W
B
Y
B
U
I
L
D
E
R
SE
E
W
F
0
1
/
S
D
1
F
O
R
MO
R
E
I
N
F
O
SE
E
D
O
W
E
L
P
L
A
N
F
O
R
FIL
L
E
D
C
E
L
L
I
N
F
O
.
MIN
.
(
1
)
I
S
R
E
Q
'
D
O
N
EIT
H
E
R
S
I
D
E
U
.
N
.
O
.
MD
0
7
LI
N
T
E
L
W
/
T
R
A
N
S
O
M
D
E
T
A
I
L
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
(2
)
2
X
8
S
Y
P
#
2
P
.
T
.
H
E
A
D
E
R
TU
R
N
E
D
S
I
D
E
W
A
Y
S
.
AT
T
A
C
H
T
O
M
A
S
O
N
R
Y
WA
L
L
W
/
S
I
M
P
S
O
N
H
U
2
8
-
2
HA
N
G
E
R
@
E
A
.
E
N
D
.
W
/
(1
4
)
1
/
4
"
x
2
-
3
/
4
"
T
A
P
C
O
N
S
TO
M
A
S
O
N
R
Y
&
(
6
)
1
0
d
NA
I
L
S
T
O
H
E
A
D
E
R
LIN
T
E
L
P
E
R
P
L
A
N
SE
E
P
L
A
N
F
O
R
T
O
P
O
F
W
A
L
L
A
N
D
L
I
N
T
E
L
I
N
F
O
DO
O
R
O
R
W
I
N
D
O
W
O
P
E
N
I
N
G
TR
A
N
S
O
M
O
P
E
N
I
N
G
MA
X
.
O
P
E
N
I
N
G
4
F
T
8"
x
8
"
x
1
6
"
C
M
U
U
.
N
.
O
.
IN
D
I
C
A
T
E
S
F
I
L
L
E
D
C
E
L
L
F
R
O
M
F
T
G
.
T
O
T
I
E
BE
A
M
w
/
(
1
)
#
5
B
A
R
W
/
3
00
0
p
s
i
C
O
N
C
.
S
E
E
MD
0
8
F
O
R
L
A
P
I
N
F
O
.
ST
D
.
9
0
D
E
G
R
E
E
A
N
G
L
E
3
0
0
0
p
s
i
CO
N
C
.
w
/
(
1
)
#
5
D
I
A
.
R
E
B
A
R
TY
P
.
B
O
N
D
B
E
A
M
8
"
x
8
"
x
1
6
"
K
.
O
.
LIN
T
E
L
B
L
O
C
K
F
I
L
L
w
/
3
0
0
0
p
s
i
C
O
N
C
.
w
/
(1
)
#
5
D
I
A
.
R
E
B
A
R
ST
A
N
D
A
R
D
9
0
D
E
G
R
E
E
H
O
O
K
PR
E
C
A
S
T
"
U
"
LI
N
T
E
L
W
/
3
0
0
0
ps
i
C
O
N
C
.
P
E
R
LIN
T
E
L
P
L
A
N
.
I
F
RE
B
A
R
I
S
IN
D
I
C
A
T
E
D
I
N
LIN
T
E
L
,
#
5
T
O
B
E
HO
O
K
E
D
I
N
T
O
SID
E
V
E
R
T
I
C
A
L
S
HO
O
K
P
E
R
MD
0
8
SEE PLAN FOR STEP
MIN 25" LAP
RO
U
G
H
O
P
E
N
I
N
G
P
E
R
P
L
A
N
MD
0
6
TY
P
I
C
A
L
M
A
S
O
N
R
Y
C
O
N
S
T
R
U
C
T
I
O
N
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
MASONRY HEIGHT PER PLAN
TY
P
I
C
A
L
T
R
U
S
S
A
N
C
H
O
R
P
E
R
P
L
A
N
NO
N
-
S
H
E
A
R
W
A
L
L
A
T
O
P
E
N
I
N
G
TY
P
I
C
A
L
S
H
E
A
R
W
A
L
L
S
E
G
M
E
N
T
PR
O
V
I
D
E
S
C
R
E
E
N
W
H
E
N
B
L
O
C
K
B
E
L
O
W
IS
N
O
T
R
E
Q
U
I
R
E
D
T
O
B
E
F
I
L
L
E
D
SE
E
F
O
U
N
D
A
T
I
O
N
F
O
R
F
O
O
T
I
N
G
AT
C
O
R
N
E
R
S
PR
O
V
I
D
E
ST
A
N
D
A
R
D
#
5
HO
O
K
B
A
R
.
L
A
P
OT
H
E
R
B
A
R
S
I
N
T
O
CO
R
N
E
R
A
S
R
E
Q
'
D
PR
O
V
I
D
E
C
L
E
A
N
O
U
T
O
P
E
N
I
N
G
@
G
R
O
U
T
FI
L
L
E
D
C
E
L
L
A
N
D
R
E
B
A
R
(
T
Y
P
)
.
M
O
R
T
A
R
JO
I
N
T
S
S
H
O
U
L
D
N
O
T
B
E
C
U
T
ME
T
A
L
L
A
T
H
O
R
W
I
R
E
S
C
R
E
E
N
OV
E
R
C
O
U
R
S
E
S
N
O
T
R
E
Q
'
D
TO
B
E
F
I
L
L
E
D
.
(
S
H
E
E
T
M
E
T
A
L
& P
A
P
E
R
F
E
L
T
P
R
O
H
I
B
I
T
E
D
)
CO
N
T
R
A
C
T
O
R
T
O
V
E
R
I
F
Y
TH
E
G
R
O
U
T
I
S
L
E
V
E
L
WIT
H
T
O
P
O
F
B
L
O
C
K
F
O
R
PR
O
P
E
R
T
R
U
S
S
/
F
L
O
O
R
SY
S
T
E
M
B
E
A
R
I
N
G
(
M
I
N
3
"
)
BO
T
T
O
M
S
T
E
E
L
I
N
L
I
N
T
E
L
I
F
IN
D
I
C
A
T
E
-
S
H
O
U
L
D
H
O
O
K
I
N
T
O
VE
R
T
I
C
A
L
C
E
L
L
S
P
E
R
M
D
0
8
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:LINTEL PLAN S5.11/8"=1'-0"GENERAL CONCRETE LINTEL SCHEDULEAPPROVED LINTEL MANUFACTURERS:CASTE-CRETE, QUALITY, AND LOTTS AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.(1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O.ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN.8" BEARING EA. END LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THANINDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUTENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.1.2.3.4.MARKLINTELREQUIREMENTS 8RF6-1B/1TA 8F8-1B/1TB 8RF14-1B/1TC D E F G H J8F20-1B/1T 8RF22-1B/1T8RF14-0B/1T 8F16-0B/1T 8F20-0B/1T K L M8F24-1B/1T 8RF22-0B/1T 8F24-0B/1T8F16-1B/1T(*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOADCONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE ISADEQUATE FOR THE LOADS.5.G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMSSHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFYWITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.6.TYPE DESIGNATION1. f'c PRECAST LINTELS = 3500 PSI.2. f'c PRESTRESSED LINTELS = 6000 psi.3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP.4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI.5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.8F16-1B/1T QUANTITY OF #5 REBAR AT TOPQUANTITY OF #5 REBAR @BOTTOM OF LINTEL CAVITY NOMINAL WIDTHNOMINAL HEIGHTF = FILLED WITH GROUT /U = UNFILLED R = RECESSED 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING.5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT.2. 0 = NOT RATED.3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.C.M.U.GROUT FILLEDN P R S T8RF30-1B/1T 8F32-1B/1T 8RF30-0B/1T 8F32 -0B/1T 8F38 -1B/1T U8F12 -1B/1T V W XBOTTOM REINFORCING PROVIDED IN LINTEL (VARIES)#5 REBAR AT TOP MIN. (1) REQ'D1-1/2" CLEAR #5 REBAR AT BOTTOM OF LINTELCAVITY15-5/8" ACTUAL 16" NOMINAL HEIGHT 7-5/8" ACTUAL8" NOMINAL WIDTH UNFILLED
PR
E
C
A
S
T
L
I
N
T
E
L
L
O
A
D
T
A
B
L
E
CL
E
A
R
O
P
E
N
I
N
G
5'-
4
"
8'-
4
"
7'-
4
"
3'-
4
"
3'-
0
"
2'-
8
"
2'-
4
"
4'-
4
"
6'-
4
"
1)
F
O
R
H
E
A
D
E
R
D
E
P
T
H
S
D
E
E
P
E
R
T
H
A
N
3
2
"
,
U
S
E
V
A
L
U
E
S
F
O
R
3
2
"
D
E
E
P
H
E
A
D
E
R
2)
F
O
R
H
E
A
D
E
R
D
E
P
T
H
S
N
O
T
L
I
S
T
E
D
O
N
C
H
A
R
T
,
U
S
E
T
H
E
V
A
L
U
E
S
F
O
R
T
H
E
N
E
X
T
D
E
P
T
H
D
O
W
N
.
8R
6
-
1
B
/
8
R
6
-
0
B
8
R
1
4
-
1
B
/
8
R
1
4
-
0
B
8R
2
2
-
1
B
/
8
R
2
2
-
0
B
7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTELSUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS C.M.U.BOTTOM REINFORCING PROVIDEDIN LINTEL (VARIES)#5 REBAR AT TOP MIN. (1) REQ'D1-1/2" CLEAR 15-5/8" ACTUAL 16" NOMINAL HEIGHT 7-5/8" ACTUAL8" NOMINAL WIDTH
LO
A
D
S
L
I
S
T
E
D
B
E
L
O
W
H
A
V
E
B
E
E
N
C
A
L
C
U
L
A
T
E
D
O
R
C
O
M
P
I
L
E
D
F
R
O
M
D
A
T
A
F
R
O
M
T
H
E
F
O
L
L
O
W
I
N
G
AP
P
R
O
V
E
D
M
A
N
.
C
A
S
T
-
C
R
E
T
E
,
Q
U
A
L
I
T
Y
P
R
E
C
A
S
T
C
O.,
A
N
D
L
O
T
T
'
S
C
O
N
C
R
E
T
E
ST
A
N
D
A
R
D
L
I
N
T
E
L
S
CL
E
A
R
O
P
E
N
I
N
G
8"
U
N
F
I
L
L
E
D
8F
8
-
1
B
/
8
F
8
-
0
B
8
F
1
6
-
1
B
/
8
F
1
6
-
0
B
8F
2
4
-
1
B
/
8
F
2
4
-
0
B
8
F
3
2
-
1
B
/
8
F
3
2
-
0
B
1'-
6
"
22
3
1
30
6
9
/
3
0
6
9
6
1
1
3
/
6
1
1
3
8
9
7
4
/
8
9
7
4
1
0
0
0
0
/
1
0
0
0
0
2'-
2
"
1
7
8
3
30
6
9
/
3
0
6
9
61
1
3
/
5
1
6
3
8
9
7
4
/
8
0
5
4
10000 / 10000
2'-
8
"
1
3
4
3
2
6
9
3
/
2
5
6
1
6
1
1
3
/
3
8
2
0
8
9
7
4
/
5
9
6
1
1
0
0
0
0
/
8
1
0
7
3'-
2
"
1
2
1
7
21
6
5
/
1
9
6
9
61
1
3
/
2
9
3
1
8
6
7
2
/
4
5
7
6
1
0
0
0
0
/
6
2
2
4
3'-
4
"
10
0
6
16
6
3
/
1
3
4
9
5
3
6
5
/
1
9
9
9
7
3
4
2
/
3
1
2
3
1
0
0
0
0
/
4
2
4
9
4'-
0
"
8
6
0
1
6
5
1
/
1
3
4
9
5
3
6
5
/
1
9
9
9
7
3
4
2
/
3
1
2
3
1
0
0
0
0
/
4
2
4
9
4'-
6
"
7
1
0
1
4
2
3
/
1
1
0
5
4
3
6
0
/
1
6
3
1
6
0
3
6
/
2
5
4
9
8
3
2
8
/
3
4
7
0
5'-
2
"
5
7
0
1
2
3
2
/
1
2
3
2
3
4
8
0
/
2
5
8
0
8
3
6
0
/
3
5
8
6
8
8
2
5
/
4
5
9
2
6'-
2
"
4
8
8
99
1
/
9
9
1
2
6
6
1
/
2
1
4
3
56
8
1
/
2
6
9
8
6472 / 3685
7'-
0
"
4
1
6
75
2
/
6
9
9
18
4
3
/
1
6
2
5
3
4
8
6
/
2
6
0
2
6
3
9
0
/
3
3
0
2
8'-
0
"
3
5
4
72
6
/
6
9
9
1
8
4
3
/
1
6
2
5
3
4
8
6
/
2
2
5
5
6
2
0
5
/
2
8
8
5
9'-
2
"
3
1
5
61
8
/
5
3
5
1
5
3
3
/
1
2
4
7
2
7
8
1
/
1
9
4
6
4
7
5
4
/
2
4
8
9
10
'
-
0
"
2
9
2
5
6
7
/
4
5
4
1
3
6
6
/
1
2
7
7
2
4
2
3
/
1
7
7
0
4
0
0
6
/
2
2
6
3
10
'
-
8
"
2
7
7
4
9
2
/
3
5
2
1
2
5
4
/
1
1
3
2
2
1
9
3
/
1
5
6
7
3
5
5
2
/
2
0
0
3
11
'
-
2
"
2
5
5
4
7
1
/
3
5
2
1
0
7
5
/
1
0
7
5
1
8
3
8
/
1
5
6
7
2
8
8
3
/
2
0
0
3
12
'
-
0
"
2
3
9
41
8
/
2
9
7
1
0
7
5
/
1
0
4
5
1
8
3
8
/
1
4
4
6
2
8
8
3
/
1
8
4
8
12
'
-
8
"
0
3
6
9
/
2
6
1
1
0
0
2
/
9
8
4
1
6
9
7
/
1
3
6
1
2
6
3
0
/
1
7
3
8
13
'
-
4
"
3
2
8
/
0
1
2
3
4
/
0
1
7
7
9
/
0
2
6
6
2
/
0
14
'
-
0
"
29
2
/
0
1
1
6
0
/
0
1
6
6
0
/
0
2
4
3
9
/
0
16
'
-
0
"
2
8
4
/
0
9
5
0
/
0
1
3
7
9
/
0
1
9
9
7
/
0
18
'
-
0
"
2
1
1
/
0
7
5
0
/
0
1
1
7
7
/
0
1
6
7
6
/
0
18
'
-
8
"
1
4
2
/
0
5
9
8
/
0
1
1
1
4
/
0
1
4
6
8
/
0
20
'
-
0
"
18
0
/
0
5
9
8
/
0
1
0
2
4
/
0
1
4
4
1
/
0
20
'
-
8
"
1
4
5
/
0
5
5
0
/
0
9
8
1
/
0
1
3
7
6
/
0
22
'
-
8
"
1
1
0
/
0
4
5
0
/
0
8
2
4
/
0
1
1
4
7
/
0
16
9
4
/
1
6
9
4
5
4
9
9
/
5
4
2
1
14
2
5
/
1
4
2
5
4
9
3
3
/
4
9
3
3
12
3
0
/
1
2
3
0
40
8
5
/
4
0
8
5
10
8
1
/
9
2
0
4
0
8
5
/
2
8
3
9
84
6
/
8
3
3
3
1
2
7
/
2
8
3
9
66
4
/
5
7
2
2
5
9
5
/
2
5
9
5
52
6
/
4
3
4
1
3
2
9
/
2
2
6
7
48
0
/
3
2
2
1
9
6
4
/
1
5
5
2
41
5
/
2
3
5
1
6
9
4
/
1
5
5
2
0 0 00 00 00
37
2
5
/
3
2
8
0
33
4
3
/
3
2
8
0
27
6
9
/
2
7
6
9
27
6
9
/
1
7
1
6
21
2
1
/
1
7
1
6
17
6
1
/
1
7
6
1
15
3
9
/
1
5
3
9
13
3
4
/
1
3
3
4
11
5
2
/
1
1
5
2
8F40 -0B/1T
RE
C
E
S
S
E
D
L
I
N
T
E
L
S
-
F
I
L
L
E
D
STANDARD LINTEL NOTES MATERIALS LINTEL DESIGNATION SCHEDULE SAFE LOAD TABLE NOTES8F8 -0B/1T
MATCHLINE: SEE S5.0
1'-
4
"
8"1'-0" MIN
GR
A
D
E
WH
E
R
E
2
N
D
S
T
O
R
Y
O
C
C
U
R
S
,
F
T
G
SH
A
L
L
B
E
1
'
-
4
"
W
I
D
E
w
/
(
3
)
#
5
B
A
R
S
8"
45°
WH
E
R
E
2
N
D
S
T
O
R
Y
O
C
C
U
R
S
,
F
T
G
SH
A
L
L
B
E
1
'
-
4
"
W
I
D
E
w
/
(
3
)
#
5
B
A
R
S
10"1'-4"
3"
MIN.
PE
N
E
T
R
A
T
I
N
G
PIP
E
FI
N
I
S
H
F
L
O
O
R
8"
C
M
U
-
FI
N
I
S
H
P
E
R
E
L
E
V
.
3"5"
8"
C
.
M
.
U
.
F
I
N
I
S
H
P
E
R
EL
E
V
.
FI
N
I
S
H
F
L
O
O
R
FO
O
T
I
N
G
P
E
R
P
L
A
N
MIN.
LO
O
P
T
I
E
(
T
Y
P
.
)
PV
C
S
L
E
E
V
E
(F
R
O
N
T
V
I
E
W
)
(S
I
D
E
V
I
E
W
)
PV
C
S
L
E
E
V
E
M
I
N
.
DIA
M
E
T
E
R
T
O
B
E
2
PI
P
E
S
I
Z
E
S
L
A
R
G
E
R
TH
A
N
T
H
E
PE
N
E
T
R
A
T
I
N
G
P
I
P
E
PE
N
E
T
R
A
T
I
N
G
P
I
P
E
GR
A
D
E
1'-0"
SE
E
F
D
N
P
L
A
N
FO
R
S
I
Z
E
& R
E
I
N
F
.
PI
P
E
V
E
R
T
I
C
A
L
T
H
R
U
F
D
N
1'-8"
1'-
4
"
8"1'-0" MIN
GR
A
D
E
8"
45°
1'-8" MIN
45°
VARIES
1'-
4
"
1'-8"
TY
P
I
C
A
L
S
T
E
P
F
O
O
T
I
N
G
D
E
T
A
I
L
3/4
"
=
1
'
-
0
"
MIN. 8" -
MAX. 16" STEP
SEE TYP.DET.
16
"
M
I
N
.
SEE TYP. DET.
MI
N
.
2
4
"
B
E
F
O
R
E
AN
O
T
H
E
R
S
T
E
P
VE
R
I
F
Y
W
/
D
E
T
A
I
L
S
F
O
R
R
E
Q
'
D
ST
E
E
L
A
T
2
S
T
O
R
Y
L
O
C
A
T
I
O
N
S
45 °
(2
)
#
5
C
O
N
T
.
w
/
3
"
CO
V
E
R
T
Y
P
.
(2
)
#
5
B
E
N
T
B
A
R
S
w
/
MIN
.
2
5
"
L
A
P
S
P
L
I
C
E
(2
)
#
5
C
O
N
T
.
w
/
3
"
CO
V
E
R
T
Y
P
.
TY
P
I
C
A
L
C
O
R
N
E
R
B
A
R
D
E
T
A
I
L
(
T
O
P
V
I
E
W
)
3/
4
"
=
1
'
-
0
"
VE
R
I
F
Y
W
/
D
E
T
A
I
L
S
F
O
R
R
E
Q
'
D
ST
E
E
L
A
T
2
S
T
O
R
Y
L
O
C
A
T
I
O
N
S
#5
C
O
N
T
.
RE
I
N
F
O
R
C
E
M
E
N
T
S
E
E
FO
U
N
D
A
T
I
O
N
P
L
A
N
FO
R
Q
U
A
N
T
I
T
Y
#5
x
2
5
"
x
2
5
"
C
O
R
N
E
R
BA
R
,
O
N
E
F
O
R
E
A
.
HO
R
I
Z
O
N
T
A
L
RE
B
A
R
,
T
Y
P
.
U
.
N
.
O
.
SLOPE3/4" RECESS
EX
T
E
R
I
O
R
D
O
O
R
P
O
U
R
E
D
S
I
L
L
3/4"=1'-0"PER MFG SLOPE3/4" RECESS
PE
R
M
F
G
ELASTOMERIC JOINTFILLERSLOPE EXT. SURFACEOR GRADE 1/4" PERFOOT AWAY FROMBUILDING
TH
R
E
S
H
O
L
D
P
E
R
M
F
G
CO
N
C
.
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
P
L
A
N
WH
E
R
E
2
N
D
S
T
O
R
Y
O
C
C
U
R
S
,
F
T
G
SH
A
L
L
B
E
1
'
-
4
"
W
I
D
E
w
/
(
3
)
#
5
B
A
R
S
8"
4"
VARIES W/ SLOPE OF GARAGE SLAB SEE ELEVATION
TY
P
I
C
A
L
E
X
T
E
R
I
O
R
F
O
O
T
I
N
G
3/4
"
=
1
'
-
0
"
TY
P
I
C
A
L
G
A
R
A
G
E
C
U
R
B
F
O
O
T
I
N
G
3/4
"
=
1
'
-
0
"
FO
O
T
I
N
G
@
S
H
O
W
E
R
A
T
M
A
S
O
N
R
Y
3/4
"
=
1
'
-
0
"
FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0"
CO
N
C
.
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
P
L
A
N
CL
E
A
N
C
O
M
P
A
C
T
E
D
FI
L
L
@
9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
8"
x
1
2
"
T
H
I
C
K
E
N
E
D
SL
A
B
w
/
(
1
)
#
5
C
O
N
T
.
w/
3
"
C
O
V
E
R
T
Y
P
.
TH
I
C
K
E
N
E
D
E
D
G
E
3/4
"
=
1
'
-
0
"
GR
A
D
E
1'-0"
45°
3" COVER TYP.
8"
.
(2
)
#
5
B
A
R
S
C
O
N
T
.
w
/
3
"
CO
V
E
R
T
Y
P
.
;
A
T
2-
S
T
O
R
Y
C
O
N
D
.
(
3
)
#
5
BA
R
S
R
E
Q
'
D
&
F
T
G
T
O
BE
2
0
"
W
I
D
E
CO
N
C
.
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
P
L
A
N
HO
L
D
B
R
G
W
A
L
L
B
A
C
K
SO
G
Y
P
F
I
N
I
S
H
I
S
FL
U
S
H
w
/
F
O
U
N
D
A
T
I
O
N
BE
L
O
W
2x BRG WALL PER PLAN AND BEARINGWALL SCHEDULE 2x PT SILL PLATE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY
BE
A
R
I
N
G
S
L
A
B
S
T
E
P
D
O
W
N
3/4"=1'-0"10"VARIES2 1/4"8"8"45°CLEAN COMPACTEDFILL @ 95% STANDARDDENSITY(2) #5 BARS CONT. w/ 3"COVER TYP.; AT 2-STORY COND. (3) #5BARS REQ'D & FTG TOBE 20" WIDECONC. SLAB PERFOUNDATION PLAN2x BRG WALL PERPLAN AND BEARINGWALL SCHEDULE 2x P.T. SILL PLATE FOOTING AT INTERIOR BEARING 3/4"=1'-0"8"8"8"45°
(2
)
#
5
B
A
R
S
C
O
N
T
.
w
/
3
"
CO
V
E
R
T
Y
P
.
;
A
T
2-
S
T
O
R
Y
C
O
N
D
.
(
3
)
#
5
BA
R
S
R
E
Q
'
D
&
F
T
G
T
O
BE
2
0
"
W
I
D
E
CL
E
A
N
C
O
M
P
A
C
T
E
D
FIL
L
@
9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
(1
)
#
5
C
O
N
T
.
w
/
1
-
1
/
2
"
CO
V
E
R
T
Y
P
.
CO
N
C
R
E
T
E
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
P
L
A
N
16
"
PER
PLAN
PER PLAN
MIN
4
"
45°
DO
U
B
L
E
S
T
E
P
F
O
O
T
I
N
G
3/
4
"
=
1
'
-
0
"
IF
B
R
G
.
W
A
L
L
A
B
O
V
E
-
1/2
"
J
-
B
O
L
T
W
/
M
I
N
.
6
"
PA
S
T
D
E
E
P
E
S
T
S
T
E
P
RE
Q
'
D
1-1
/
2
"
C
O
V
E
R
T
Y
P
.
3" COVER TYP.
.
10"
CL
E
A
N
C
O
M
P
A
C
T
E
D
FIL
L
@
9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
CO
N
C
.
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
P
L
A
N
NO
N
-
B
E
A
R
I
N
G
S
L
A
B
S
T
E
P
D
O
W
N
3/4
"
=
1
'
-
0
"
SEE PLAN - VARIES
8"
4"
45
°
FO
O
T
I
N
G
@
E
N
T
R
Y
M
A
S
O
N
R
Y
C
O
L
U
M
N
3/4
"
=
1
'
-
0
"
TY
P
I
C
A
L
F
O
U
N
D
A
T
I
O
N
P
E
N
E
T
R
A
T
I
O
N
S
3/4
"
=
1
'
-
0
"
(1
)
#
5
F
R
O
M
F
T
G
.
T
O
TIE
B
E
A
M
S
P
L
I
C
E
T
O
BE
M
I
N
.
2
5
"
G
R
O
U
T
CE
L
L
S
O
L
I
D
MA
S
O
N
R
Y
W
A
L
L
SE
E
P
L
A
N
CO
N
C
R
E
T
E
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
P
L
A
N
CL
E
A
N
C
O
M
P
A
C
T
E
D
FIL
L
@
9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
(1
)
#
5
F
R
O
M
F
T
G
.
T
O
TIE
B
E
A
M
S
P
L
I
C
E
T
O
BE
M
I
N
.
2
5
"
G
R
O
U
T
CE
L
L
S
O
L
I
D
MA
S
O
N
R
Y
W
A
L
L
SE
E
P
L
A
N
CO
N
C
R
E
T
E
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
P
L
A
N
(2
)
#
5
B
A
R
S
C
O
N
T
.
W/
3
"
C
O
V
E
R
T
Y
P
.
CL
E
A
N
C
O
M
P
A
C
T
E
D
FI
L
L
@
9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
OP
T
.
M
A
S
O
N
R
Y
C
U
R
B
@ E
L
E
V
.
0
'
-
0
"
w
/
(
1
)
#
5
CO
N
T
.
B
A
R
SL
O
P
E
D
G
R
O
U
T
T
O
DR
A
I
N
(2
)
#
5
B
A
R
S
C
O
N
T
.
W/
3
"
C
O
V
E
R
T
Y
P
.
CO
N
C
.
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
P
L
A
N
OP
T
I
O
N
A
L
C
U
R
B
B
Y
BU
I
L
D
E
R
PER PLAN
(2
)
#
5
B
A
R
S
C
O
N
T
.
W/
3
"
C
O
V
E
R
T
Y
P
.
CL
E
A
N
C
O
M
P
A
C
T
E
D
FIL
L
@
9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
CO
N
C
.
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
P
L
A
N
PV
C
O
R
S
C
H
4
0
S
L
E
E
V
E
TO
P
(
2
)
#
5
x
4
'
-
0
"
CE
N
T
E
R
E
D
A
T
P
I
P
E
PE
N
E
T
R
A
T
I
O
N
MASONRY WALL SEE PLAN CONC. SLAB PERFOUNDATION PLAN(1) #5 FROM FTG. TOTIE BEAM MIN. 25"SPLICE GROUT CELL SOLID PER PLANS (2) #5 BARS CONT.W/ 3" COVER TYP.; @ 2-STORY CONDITION (3) #5 BARS w/ 20"WIDE FOOTING
WO
O
D
P
O
S
T
P
E
R
P
L
A
N
FO
R
S
I
Z
E
A
N
D
B
A
S
E
CO
N
N
E
C
T
I
O
N
TO
P
C
O
U
R
S
E
T
O
B
E
CH
A
I
R
B
L
O
C
K
S
.
EN
T
I
R
E
B
A
S
E
T
O
B
E
FIL
L
E
D
S
O
L
I
D
CM
U
B
A
S
E
w
/
(
1
)
#
5
VE
R
T
I
C
A
L
@
E
A
C
H
CO
R
N
E
R
.
S
E
E
F
L
R
.
PL
A
N
F
O
R
B
A
S
E
S
I
Z
E
SE
E
F
O
U
N
D
A
T
I
O
N
F
O
R
PA
D
S
I
Z
E
CO
N
C
.
S
L
A
B
O
R
PA
V
E
R
S
P
E
R
P
L
A
N
SE
E
P
L
A
N
VA
R
I
E
S
8"
CLEAN COMPACTEDFILL @ 95% STANDARD DENSITY
SE
E
E
L
E
V
A
T
I
O
N
3" COVER TYP.
CL
E
A
N
C
O
M
P
A
C
T
E
D
FIL
L
@
9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
PIP
E
P
A
R
A
L
L
E
L
T
O
F
N
D
PV
C
O
R
S
C
H
4
0
S
L
E
E
V
E
TO
P
(
2
)
#
5
x
4
'
-
0
"
CE
N
T
E
R
E
D
A
T
P
I
P
E
PE
N
E
T
R
A
T
I
O
N
8"MIN.
SE
E
F
D
N
.
PL
A
N
F
O
R
SIZ
E
&
R
E
I
N
F
.
PI
P
E
P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
F
N
D
PV
C
O
R
S
C
H
4
0
S
L
E
E
V
E
TO
P
(
2
)
#
5
x
4
'
-
0
"
CE
N
T
E
R
E
D
A
T
P
I
P
E
PE
N
E
T
R
A
T
I
O
N
FO
O
T
I
N
G
P
E
R
P
L
A
N
3"
C
O
V
E
R
3"
C
O
V
E
R
3" COVER
3" COVER
NO
T
U
S
E
D
DE
E
P
M
O
N
O
I
N
T
E
R
I
O
R
S
T
E
P
D
O
W
N
3/4"=1'-0"1'-8" MAX.
#5
C
O
N
T
I
N
U
O
U
S
#4
B
A
R
@
4
8
"
O
.
C
.
W
/
MI
N
.
3
2
"
B
E
N
D
I
N
T
O
SL
A
B
1'-4"
CL
E
A
N
C
O
M
P
A
C
T
E
D
FI
L
L
@
9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
&
T
E
R
M
I
T
E
TR
E
A
T
E
D
2 x P.T. SILL PLATE2 1/4"
(3
)
#
5
C
O
N
T
.
W
/
3
"
M
I
N
CO
V
E
R
O
N
C
H
A
I
R
S
CO
N
C
R
E
T
E
S
L
A
B
P
E
R
PL
A
N
SEE PLAN FOR STAIR INFO. IFCONCRETE STAIRS ARE FORMED &POURED, PROVIDE (1) #5 @ EACH STEP,DRILL AND EPOXY (2) 12" LONG #5 BARSW/ 3" MIN COVER @ EA. END OF STAIRS
#3
S
T
I
R
R
U
P
S
@
4
8
"
O.C
.
W
H
E
N
M
O
N
O
DE
P
T
H
E
X
C
E
E
D
S
26
"
.
I
F
L
E
S
S
T
H
A
N
26
"
T
H
E
S
E
ST
I
R
R
U
P
S
A
R
E
N
O
T
RE
Q
'
D
OPT CURB PER MF04/SD1 8"8"
AD
D
#
5
C
O
N
T
.
W
H
E
N
ST
I
R
R
U
P
S
R
E
Q
U
I
R
E
D
ANCHOR PER BRG.WALL SCHEDULE. IFCURB REQ. ANCHORSHALL HAVE 6" MIN.EMBED. BELOWBOTTOM OF CURB.
4" MIN.GR
A
D
E
SEE
PLANSE
E
P
L
A
N
DE
E
P
M
O
N
O
L
I
T
H
I
C
F
O
O
T
I
N
G
3/
4
"
=
1
'
-
0
"
MIN 1'-8"TO MAX 3'-0"
CO
N
C
.
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
P
L
A
N
(2
)
#
5
D
I
A
.
B
A
R
S
@
T
O
P
WH
E
N
M
O
N
O
D
E
P
T
H
EX
C
E
E
D
S
2
6
"
,
I
F
DE
P
T
H
<
2
6
"
T
H
E
S
E
BA
R
S
A
R
E
N
O
T
R
E
Q
'
D
#3
S
T
I
R
R
U
P
S
@
4
8
"
O.C
.
W
H
E
N
M
O
N
O
DE
P
T
H
E
X
C
E
E
D
S
2
6
"
,
IF
D
E
P
T
H
<
2
6
"
T
H
E
S
E
BA
R
S
A
R
E
N
O
T
R
E
Q
'
D
(2
)
#
5
B
A
R
S
C
O
N
T
.
W
/
3"
C
O
V
E
R
T
Y
P
.
CL
E
A
N
C
O
M
P
A
C
T
E
D
FIL
L
@
9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
DE
E
P
M
O
N
O
L
I
T
H
I
C
F
O
O
T
I
N
G
W
/
S
T
A
I
R
3/
4
"
=
1
'
-
0
"
#5
D
O
W
E
L
W
/
M
I
N
.
6
"
EM
B
E
D
.
I
N
T
O
M
A
I
N
FO
O
T
I
N
G
W
S
I
M
P
S
O
N
EP
O
X
Y
@
1
2
"
O
.
C
.
CO
N
C
R
E
T
E
S
T
A
I
R
S
A
S
RE
Q
'
D
P
E
R
G
R
A
D
E
W
/
MIN
(
1
)
#
5
B
A
R
@
NO
S
I
N
G
4" MIN.
GR
A
D
E
MIN 1'-8"TO MAX 3'-0"
CO
N
C
.
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
P
L
A
N
(2
)
#
5
D
I
A
.
B
A
R
S
@
T
O
P
WH
E
N
M
O
N
O
D
E
P
T
H
EX
C
E
E
D
S
2
6
"
,
I
F
DE
P
T
H
<
2
6
"
T
H
E
S
E
BA
R
S
A
R
E
N
O
T
R
E
Q
'
D
#3
S
T
I
R
R
U
P
S
@
4
8
"
O.C
.
W
H
E
N
M
O
N
O
DE
P
T
H
E
X
C
E
E
D
S
2
6
"
,
IF
D
E
P
T
H
<
2
6
"
T
H
E
S
E
BA
R
S
A
R
E
N
O
T
R
E
Q
'
D
(2
)
#
5
B
A
R
S
C
O
N
T
.
W
/
3"
C
O
V
E
R
T
Y
P
.
CL
E
A
N
C
O
M
P
A
C
T
E
D
FIL
L
@
9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
1'-
4
"
1'-
4
"
GA
R
A
G
E
TO
P
V
I
E
W
@
C
O
R
N
E
R
5 3
/
4
"
2"
4"
TH
I
C
K
E
N
E
D
E
D
G
E
@
G
A
R
A
G
E
D
O
O
R
3/4
"
=
1
'
-
0
"
CO
N
C
.
S
L
A
B
P
E
R
FO
U
N
D
A
T
I
O
N
PL
A
N
CL
E
A
N
C
O
M
P
A
C
T
E
D
FIL
L
@
9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
DR
I
V
E
W
A
Y
B
Y
BU
I
L
D
E
R
-
C
O
N
C
R
E
T
E
OR
P
A
V
E
R
S
FIL
L
E
D
C
E
L
L
P
E
R
P
L
A
N
GA
R
A
G
E
W
A
L
L
BE
Y
O
N
D
3/4"
5 3
/
4
"
8"
1'-
8
"
3"
C
O
V
E
R
T
Y
P
.
.
20
"
x
8
"
TH
I
C
K
E
N
E
D
ED
G
E
W
/
(
2
)
#
5
CO
N
T
I
N
U
O
U
S
VARIES8" MAX.
(3) #5 BARS CONT.
1'-8"
2'-0"
3-
1
/
2
"
C
O
N
C
.
S
L
A
B
w/
F
I
B
E
R
M
E
S
H
R
E
I
N
F
.
OV
E
R
6
M
I
L
.
VA
P
O
R
B
A
R
R
I
E
R
CL
E
A
N
CO
M
P
A
C
T
E
D
F
I
L
L
@ 9
5
%
S
T
A
N
D
A
R
D
DE
N
S
I
T
Y
1/2
"
J
-
B
O
L
T
S
O
R
A
L
L
TH
R
E
A
D
R
O
D
S
6
"
F
R
O
M
EA
.
E
N
D
O
F
W
A
L
L
A
N
D
@
32
"
O
.
C
.
W
/
7
"
M
I
N
.
E
M
B
E
D
IN
T
O
C
O
N
C
.
PT
B
O
T
T
O
M
P
L
A
T
E
(3) #5 BARSCONT.1'-8"2'-0"PT BOTTOM PLATE 3-1/2" CONC. SLAB w/FIBERMESH REINF.OVER 6 MIL. VAPORBARRIER CLEAN COMPACTED FILL @ 95%STANDARD DENSITY.VARIES8" MAX.(3) #5 BARSCONT.1'-8"1'-0"8" CMU BLOCK (1) #5 FROM FTG.TO TIE BEAMSPLICE TO BE MIN.25" GROUT CELLSOLID3-1/2" CONC. SLAB w/FIBERMESH REINF.OVER 6 MIL. VAPOR BARRIER CLEANCOMPACTED FILL@ 95% STANDARDDENSITYMF17 MF191/2" J-BOLTS OR ALL THREADRODS 6" FROM EA. END OF WALLAND @ 32" O.C. W/ 7" MIN. EMBEDINTO CONC.SEE PARTY WALLDETAILS (SD7) FORTHREADED ROD INFORMATION, ONLY REQ'D AT WALL WITHUPLIFTSEE PARTY WALL DETAILS (SD7) FOR THREADED RODINFORMATION, ONLYREQ'D AT WALL WITHUPLIFTSEE PARTY WALLDETAILS (SD7) FOR WALL ASSEMBLY SEE PARTY WALLDETAILS (SD7) FORWALL ASSEMBLY
MF
1
8
CURB TO MATCH BLOCK WIDTH ABOVEJ-BOLTS AND THREADEDRODS TO BE MIN 8"APART AT ALL TIMES J-BOLTS AND THREADEDRODS TO BE MIN 8"APART AT ALL TIMES FIELD VERIFYWIDTH OF CURBPER PARTY WALL.GYP TO SIT ON CURBFOUNDATION DETAILS SD1SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:
EN
D
V
I
E
W
w
/
W
O
O
D
EN
D
V
I
E
W
w
/
C
M
U
PR
E
C
A
S
T
L
I
N
T
E
L
P
E
R
PL
A
N
MA
S
O
N
R
Y
W
A
L
L
SE
E
P
L
A
N
NO
T
E
:
C
U
T
B
A
C
K
2
x
8
P.T
.
@
T
O
P
T
O
A
L
L
O
W
CO
N
T
.
2
x
4
B
L
O
C
K
I
N
G
AR
O
U
N
D
C
U
R
V
E
.
M
I
N
.
2 T
A
P
C
O
N
A
N
C
H
O
R
S
PE
R
2
x
8
2x
8
W
/
(
2
)
1
6
d
T
O
E
NA
I
L
S
E
A
.
E
N
D
2x
S
P
F
C
O
N
T
.
BL
O
C
K
I
N
G
A
T
T
A
C
H
T
O
7/
1
6
"
O
S
B
W
/
(
2
)
8
d
NA
I
L
S
7/
1
6
"
O
S
B
E
A
.
S
I
D
E
,
W
/
6d
N
A
I
L
S
@
1
6
"
O
.
C
.
T
O
SID
E
&
T
O
P
N
A
I
L
E
R
HE
A
D
E
R
(
S
E
E
P
L
A
N
)
7/1
6
"
O
.
S
.
B
.
E
A
.
S
I
D
E
2x
B
L
K
'
G
.
T
O
O
.
S
.
B
.
W
/
(2
)
-
8
d
E
A
C
H
E
N
D
2x
B
U
C
K
S
,
7/1
6
"
O
S
B
E
A
C
H
S
I
D
E
,
W/
6
d
N
A
I
L
S
@
1
6
"
O
.
C
.
TO
S
I
D
E
&
T
O
P
N
A
I
L
E
R
2x
4
S
P
F
C
O
N
T
.
BL
O
C
K
I
N
G
A
T
T
A
C
H
T
O
7/1
6
"
O
S
B
W
/
(
2
)
8
d
NA
I
L
S
2x
W
/
(
2
)
1
6
d
T
O
E
N
A
I
L
S
EA
C
H
E
N
D
SE
E
T
Y
P
I
C
A
L
H
E
A
D
E
R
FR
A
M
I
N
G
D
E
T
A
I
L
S
F
O
R
AD
D
I
T
O
N
A
L
IN
F
O
R
M
A
T
I
O
N
(H
E
A
D
E
R
C
A
N
B
E
EI
T
H
E
R
U
P
S
E
T
O
R
DO
W
N
S
E
T
)
(3
)
1
6
d
C
O
M
M
O
N
NA
I
L
S
(
T
Y
P
.
)
HE
A
D
E
R
P
E
R
LO
C
A
T
I
O
N
LIN
T
E
L
(
S
E
E
P
L
A
N
)
7/1
6
"
O
.
S
.
B
.
E
A
.
S
I
D
E
2x
B
L
K
'
G
.
T
O
O
.
S
.
B
.
W
/
(2
)
-
8
d
E
A
C
H
E
N
D
2x
B
U
C
K
P
E
R
M
D
0
4
TH
I
S
S
H
E
E
T
AR
C
H
W
I
N
D
O
W
F
R
A
M
I
N
G
D
E
T
A
I
L
S
3/4
"
=
1
'
-
0
"
MIN
.
2
x
4
S
P
F
#
2
K
N
E
E
WA
L
L
W
I
T
H
S
T
U
D
S
@
16
"
O
.
C
.
W
/
ST
R
U
C
T
U
R
A
L
SH
E
A
T
H
I
N
G
O
N
B
O
T
H
SI
D
E
S
F
R
O
M
T
O
P
O
F
WA
L
L
T
O
B
O
T
T
O
M
O
F
BE
A
M
.
A
T
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
OT
H
E
R
W
I
S
E
S
P
2
C
L
I
P
S
AT
T
O
P
A
N
D
S
P
1
C
L
I
P
S
AT
B
A
S
E
A
R
E
RE
Q
U
I
R
E
D
SH
E
A
T
H
I
N
G
P
E
R
P
L
A
N
TY
P
.
T
R
U
S
S
T
O
F
R
A
M
E
CO
N
N
E
C
T
I
O
N
P
E
R
ST
D
.
C
O
N
N
E
C
T
O
R
NO
T
E
S
FR
A
M
E
O
U
T
T
O
B
L
O
C
K
ED
G
E
A
S
R
E
Q
'
D
(2
)
2
x
T
O
P
P
L
A
T
E
(2
)
2
x
#
2
S
Y
P
S
E
E
P
L
A
N
FO
R
B
E
A
M
S
I
Z
E
BU
I
L
D
E
R
F
R
A
M
E
RA
D
I
U
S
A
S
R
E
Q
'
D
MIN
.
2
x
4
S
P
F
#
2
K
N
E
E
WA
L
L
W
I
T
H
S
T
U
D
S
@
16
"
O
.
C
.
W
/
ST
R
U
C
T
U
R
A
L
SH
E
A
T
H
I
N
G
O
N
B
O
T
H
SID
E
S
F
R
O
M
T
O
P
O
F
WA
L
L
T
O
B
O
T
T
O
M
O
F
BE
A
M
.
A
T
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
SHEATHING PER PLAN FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLANFOR BEAM SIZE
(2
)
2
x
P
L
A
T
E
BUILDER FRAMERADIUS AS REQ'D
KN
E
E
W
A
L
L
A
T
D
O
W
N
S
E
T
B
E
A
M
3/4
"
=
1
'
-
0
"
KN
E
E
W
A
L
L
A
T
U
P
S
E
T
B
E
A
M
3/4"=1'-0"2x PT BOTTOMPLATE PRECAST LINTEL OR KNOCK OUT COURSE MASONRY WALLSTRUCTURALSHEATHINGFRAME OUT TO BLOCK EDGE (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLANFOR BEAM SIZE (ONLYIF OPENING PROVIDEDPER PLAN)MIN. 2x4 SPF #2 KNEE WALL w/ STUDS @ 16"O.C. w/ STRUCTURALSHEATHING FROMTOP OF WALL TOBOTTOM OF WALL.ATTACHED PER NAILING SCHEDULE OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPSAT BASE ARE REQ'D1/2" x 8" ANCHOR BOLTOR TITEN HD @ 32"O.C. & 6" FROM EACHEND KNEEWALL OVER MASONRY WALL 3/4"=1'-0"
NA
I
L
S
C
A
B
T
O
T
O
P
CH
O
R
D
W
I
T
H
(
4
)
1
0
d
NA
I
L
S
AD
D
2
x
4
V
E
R
T
I
C
A
L
SC
A
B
I
N
E
A
C
H
T
R
U
S
S
IF
N
O
W
E
B
I
S
P
R
E
S
E
N
T
(3
)
1
0
d
N
A
I
L
S
T
Y
P
I
C
A
L
AT
E
A
C
H
T
R
U
S
S
2x
4
'
X
'
B
R
A
C
E
A
C
R
O
S
S
LE
N
G
T
H
O
F
SH
E
A
R
W
A
L
L
NA
I
L
S
C
A
B
T
O
T
O
P
CH
O
R
D
W
I
T
H
(
3
)
1
0
d
NA
I
L
S
2x
4
B
L
O
C
K
I
N
G
BE
T
W
E
E
N
T
R
U
S
S
E
S
TO
E
N
A
I
L
E
D
T
O
DO
U
B
L
E
T
O
P
P
L
A
T
E
w
/
10
d
N
A
I
L
S
@
4
"
O
.
C
.
TR
U
S
S
P
E
R
P
L
A
N
DO
U
B
L
E
T
O
P
P
L
A
T
E
FR
A
M
E
D
W
A
L
L
P
E
R
PL
A
N
PE
R
P
.
S
H
E
A
R
W
A
L
L
C
O
N
N
E
C
T
I
O
N
T
O
T
R
U
S
S
3/4
"
=
1
'
-
0
"
MIN
.
2
4
"
MA
X
4
8
"
MIN
.
2
4
"
MA
X
4
8
"
A/C
U
N
I
T
A
N
D
P
A
N
BY
S
U
P
P
L
I
E
R
TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSSBRACING (AT 45°) W/(3) 12d NAILS TO RATRUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER (2) 2x4 #2 SYPBLOCKING W/ SIMPSONA34 OR LUS24-2 EACHEND
ST
A
N
D
A
R
D
T
R
U
S
S
BO
T
T
O
M
C
H
O
R
D
2x
4
#
2
S
Y
P
R
A
T
R
U
N
TO
P
A
N
D
B
O
T
T
O
M
M
I
N
(2
)
B
A
Y
S
P
A
S
T
A
/
C
LO
C
A
T
I
O
N
.
M
I
N
(
3
)
B
A
Y
LA
P
W
/
(
2
)
1
6
d
N
A
I
L
S
TO
E
A
C
H
T
R
U
S
S
.
T
Y
P
EA
C
H
S
I
D
E
ROOF SHEATHINGATTACH PER NAILING SCHEDULE
IF
A
/
C
I
S
S
U
S
P
E
N
D
E
D
FR
O
M
T
O
P
C
H
O
R
D
(
2
)
2x
4
#
2
S
Y
P
B
L
O
C
K
I
N
G
RE
Q
'
D
@
T
O
P
C
H
O
R
D
.
AT
T
A
C
H
M
E
N
T
S
SU
P
P
L
I
E
D
B
Y
A
/
C
CO
M
P
A
N
Y
STANDARD TRUSSTOP CHORD VARIES
BL
O
C
K
I
N
G
U
N
D
E
R
A
/
C
S
U
P
P
O
R
T
S
SE
E
PL
A
N
12
CONNECTION TO BESUPPLIED BY A/CCOMPANY
A/
C
I
N
T
R
U
S
S
E
S
3/4
"
=
1
'
-
0
"
PR
E
-
M
A
N
U
F
A
C
T
U
R
E
D
CH
I
M
N
E
Y
C
A
P
(1
)
S
P
H
4
E
V
E
R
Y
OT
H
E
R
S
T
U
D
T
O
DO
U
B
L
E
T
O
P
P
L
A
T
E
TO
P
O
F
C
H
I
M
N
E
Y
M
I
N
.
2'-
0
"
A
B
O
V
E
A
P
O
I
N
T
WIT
H
I
N
1
0
'
-
0
"
O
F
T
H
E
NE
A
R
E
S
T
R
O
O
F
2x
4
V
E
R
T
I
C
A
L
@
2
4
"
O.C
.
M
A
X
.
w
/
(
4
)
1
0
d
NA
I
L
S
T
O
B
O
T
T
O
M
CH
O
R
D
&
(
3
)
1
0
d
N
A
I
L
S
TO
T
O
P
C
H
O
R
D
;
N
O
T
E
IF
W
A
L
L
H
E
I
G
H
T
I
S
BE
T
W
E
E
N
4
F
T
&
8
F
T
,
US
E
2
x
6
S
Y
P
#
2
S
T
U
D
S
GA
L
V
A
N
I
Z
E
D
F
L
A
S
H
I
N
G
2x
4
B
L
O
C
K
I
N
G
W
/
(
2
)
16
d
C
O
M
M
O
N
S
E
N
D
NA
I
L
E
D
T
O
V
E
R
T
I
C
A
L
2x
4
'
s
FLUE PER MANUF.SPECS W/ 2" MIN.CLEAR BETWEEN FLUE& FRAME GALVANIZED FLASHING EXT. SHEATHINGATTACHED PERNAILING SCHED.2x4 FRAMED CRICKETW/ GALVANIZEDFLASHING (4) 16d COMMONSNAILED @ EACH END 2x4 BLOCKING W/ (2)16d COMMONS ENDNAILED TO VERTICAL2x4's TRUSS PER PLAN
CH
I
M
N
E
Y
F
R
A
M
I
N
G
D
E
T
A
I
L
3/4
"
=
1
'
-
0
"
TOP OF MASONRYSEE ELEVATION MAIN FLOOR ELEV 0'-0"VARIES CONC. SLAB -SEE FOUNDATIONPLAN FOR MORE INFOPRECAST CONC. ORPOWERS STEEL SILLTYP. @ ALL WINDOWSPRE-ENG.TRUSS PER PLAN, 24" O.C. MAX SEE FRAMING PLANFOR CONNECTIONINFO SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE-BEAMW/ (1) #5 CONT.GROUT SOLID WINDOW PERFLOOR PLAN EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PERPLAN SEE FOUNDATION DETAILS FOR FTG INFO TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0"
AR
C
H
P
E
R
E
L
E
V
AR
C
H
P
E
R
E
L
E
V
TYP. TRUSS TO FRAME CONNECTION PERSTD. CONNECTORNOTESTYP. TRUSS TO FRAME CONNECTION PERSTD. CONNECTORNOTES RE. ELEV.FOR O.H.ROOFING MATERIALPER ARCHS
BE
A
R
I
N
G
/
S
H
E
A
R
W
A
L
L
C
O
N
N
E
C
T
I
O
N
T
O
C
M
U
3/4
"
=
1
'
-
0
"
BE
A
R
I
N
G
/
S
H
E
A
R
W
A
L
L
C
O
N
N
E
C
T
I
O
N
T
O
C
M
U
3/4
"
=
1
'
-
0
"
T
H
I
S
D
E
T
A
I
L
A
P
P
L
I
E
S
T
O
T
H
E
FO
L
L
O
W
I
N
G
C
O
N
D
I
T
I
O
N
S
:
(1
)
E
X
T
E
R
I
O
R
F
R
A
M
E
W
A
L
L
T
O
C
M
U
(2
)
I
N
T
E
R
I
O
R
F
R
A
M
E
S
H
E
A
R
W
A
L
L
T
O
C
M
U
(3
)
I
N
T
E
R
I
O
R
L
O
A
D
B
E
A
R
I
N
G
F
R
A
M
E
W
A
L
L
T
O
CM
U
W
A
L
L
TY
P
I
C
A
L
T
I
E
B
E
A
M
w
/
30
0
0
p
s
i
CO
N
C
.
w
/
(
1
)
#
5
R
E
B
A
R
C
O
N
T
.
TY
P
I
C
A
L
F
I
L
L
E
D
C
E
L
L
w/
3
0
0
0
p
s
i
C
O
N
C
.
w
/
(
1
)
#5
R
E
B
A
R
V
E
R
T
.
VE
R
I
F
Y
w
/
P
L
A
N
F
O
R
RE
Q
'
D
L
O
C
A
T
I
O
N
S
CM
U
W
A
L
L
P
E
R
P
L
A
N
(4
)
E
Q
.
S
P
A
C
E
D
12" T
I
T
E
N
H
D
A
N
C
H
O
R
S
w
/
MIN
.
1
34""
E
M
B
E
D
M
E
N
T
F
O
R
H
O
L
L
O
W
BL
O
C
K
O
R
3
1
/
2
"
E
M
B
E
D
M
E
N
T
F
O
R
S
O
L
I
D
BL
O
C
K
.
M
A
X
.
6
"
F
R
O
M
T
O
P
A
N
D
B
O
T
T
O
M
OR
1
/
4
"
T
A
P
C
O
N
W
/
M
I
N
.
2
"
E
M
B
E
D
M
E
N
T
6
"
FR
O
M
T
O
P
A
N
D
B
O
T
T
O
M
A
N
D
1
2
"
O
.
C
.
BE
T
W
E
E
N
PT
B
A
S
E
P
L
A
T
E
ST
D
H
O
O
K
SE
E
P
L
A
N
F
O
R
W
A
L
L
FR
A
M
I
N
G
I
N
F
O
BL
O
C
K
I
N
G
P
E
R
B
R
G
WA
L
L
S
C
H
E
D
U
L
E
BA
S
E
P
L
A
T
E
CO
N
N
E
C
T
I
O
N
P
E
R
B
R
G
WA
L
L
S
C
H
E
D
U
L
E
2x
P
T
S
T
U
D
O
R
A
L
T
E
R
N
A
T
E
1
x
P
T
FU
R
R
I
N
G
T
O
C
M
U
W
/
2
x
F
R
A
M
I
N
G
P
E
R
PL
A
N
TH
R
E
A
D
E
D
R
O
D
P
E
R
PL
A
N
S
.
M
I
N
.
6
"
F
R
O
M
EN
D
O
F
B
R
G
.
W
A
L
L
/
MA
S
O
N
R
Y
W
A
L
L
(2
)
2
x
T
O
P
P
L
A
T
E
W
/
(3
)
1
2
d
E
N
D
N
A
I
L
S
T
O
L
A
S
T
S
T
U
D
VE
R
T
I
C
A
L
R
E
I
N
F
O
R
C
E
M
E
N
T
D
E
T
A
I
L
1/2
"
=
1
'
-
0
"
OF
O
P
E
N
I
N
G
CL
VARIES
EN
T
I
R
E
C
O
L
U
M
N
T
O
BE
G
R
O
U
T
F
I
L
L
E
D
U.N
.
O
.
SEE PLANVARIES
NO
T
E
:
S
E
E
M
D
0
8
O
N
LIN
T
E
L
P
L
A
N
F
O
R
AD
D
I
T
'
L
R
E
B
A
R
I
N
F
O
PR
O
V
I
D
E
S
T
A
N
D
A
R
D
HO
O
K
(1
)
#
5
I
N
T
I
E
B
E
A
M
(1
)
#
5
B
A
R
I
N
P
R
E
C
A
S
T
LIN
T
E
L
(2
)
#
5
'
s
V
E
R
T
I
C
A
L
I
N
GR
O
U
T
F
I
L
L
E
D
C
E
L
L
(1
)
#
5
V
E
R
T
I
C
A
L
I
N
GR
O
U
T
F
I
L
L
E
D
C
E
L
L
(
I
F
RE
Q
'
D
P
E
R
P
L
A
N
)
BOLTS START
8" MAX
ABOVE GARAGE CURB
6"
2x
6
x
1
2
P
.
T
.
C
E
N
T
E
R
BU
C
K
3/8
"
D
I
A
.
A
N
C
H
O
R
CE
N
T
E
R
E
D
GA
R
A
G
E
W
A
L
L
BE
Y
O
N
D
2x
6
P
.
T
.
B
U
C
K
E
A
C
H
SI
D
E
O
F
O
P
E
N
I
N
G
(5
)
3
/
8
"
D
I
A
.
J
-
B
O
L
T
W
/
5-1
/
2
"
E
M
B
E
D
.
A
T
E
A
.
DO
O
R
B
R
A
C
K
E
T
,
E
A
.
SI
D
E
O
F
D
O
O
R
.
PR
O
V
I
D
E
1
-
1
/
2
"
x
3
/
1
6
"
TH
I
C
K
W
A
S
H
E
R
W
/
E
A
.
AN
C
H
O
R
.
(
1
s
t
B
O
L
T
T
O
BE
8
"
M
A
X
.
A
B
V
.
C
U
R
B
,
RE
S
T
E
Q
.
S
P
A
C
E
D
~2
4
"
O
.
C
.
)
GA
R
A
G
E
B
U
C
K
D
E
T
A
I
L
1/2
"
=
1
'
-
0
"
1. 1x OR 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OFWINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6"FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK . TAPCONS SHALL HAVE AT LEAST 1" PENETRATION INTO CMU.2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2xBUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12"O.C. @ EACH SUCCESSIVE BUCK3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAMEOPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET4. BUILDER SHALL FOLLOW DOOR/WINDOW MANUFACTURER'S WRITTEN SPECIFICATIONS.PRE-CAST LINTEL PERPLAN FASTEN PT 2x BUCKTO MASONRYSIZETAPCONSSPACING12x62x8ATTACHMENT REQUIREMENTS # ROWS 3/16" x 3 1/2"12" O.C.2 22x412" O.C.12" O.C.
2x
B
U
C
K
D
E
T
A
I
L
1/2"=1'-0"P.T. BUCK PER DOORMANUFACTURER'S SPECIFICATIONS.3/16" x 3 1/2"3/16" x 3 1/2"
WA
T
E
R
P
R
O
O
F
I
N
G
B
Y
BU
I
L
D
E
R
EX
T
.
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
FR
O
M
T
O
P
O
F
KN
E
E
W
A
L
L
T
O
B
O
T
T
O
M
OR
S
P
2
C
L
I
P
S
A
T
T
O
P
AN
D
S
P
1
C
L
I
P
S
A
T
BA
S
E
A
R
E
R
E
Q
'
D
.
2x
B
L
O
C
K
I
N
G
2x
P
.
T
.
P
L
A
T
E
1/2
"
x
8
"
A
.
B
.
O
R
T
I
T
E
N
HD
@
3
2
"
O
.
C
.
&
6
"
FR
O
M
E
A
.
E
N
D
,
C
E
N
T
E
R
ON
B
A
S
E
P
L
A
T
E
TO
P
K
N
O
C
K
O
U
T
CO
U
R
S
E
W
/
(
1
)
#
5
CO
N
T
.
MA
S
O
N
R
Y
W
A
L
L
P
E
R
PL
A
N
PR
E
-
E
N
G
I
N
E
E
R
E
D
TR
U
S
S
E
S
P
E
R
P
L
A
N
@
24
"
O
.
C
.
M
A
X
.
TY
P
.
T
R
U
S
S
T
O
F
R
A
M
E
CO
N
N
E
C
T
I
O
N
P
E
R
S
T
D
CO
N
N
E
C
T
I
O
N
N
O
T
E
S
DO
U
B
L
E
2
x
T
O
P
P
L
A
T
E
MI
N
2
x
4
S
T
U
D
S
@
1
6
"
O/C
IF
R
E
Q
'
D
,
P
R
O
V
I
D
E
CL
O
S
U
R
E
W
A
L
L
w
/
SI
N
G
L
E
T
O
P
A
N
D
B
A
S
E
PL
A
T
E
w
/
(
2
)
1
6
d
N
A
I
L
S
TO
T
R
U
S
S
.
S
T
U
D
S
@
24
"
O
.
C
.
&
E
X
T
.
SH
E
A
T
H
I
N
G
I
N
S
T
A
L
L
E
D
PE
R
N
A
I
L
I
N
G
P
A
T
T
E
R
N
CR
I
C
K
E
T
A
S
R
E
Q
U
I
R
E
D
MA
I
N
S
P
A
N
R
O
O
F
TR
U
S
S
UP
L
I
F
T
C
O
N
N
E
C
T
O
R
(S
E
E
S
C
H
E
D
U
L
E
)
KN
E
E
W
A
L
L
A
B
O
V
E
M
A
S
O
N
R
Y
W
A
L
L
1"
=
1
'
-
0
"
A
A
PR
O
V
I
D
E
2
x
4
B
L
O
C
K
I
N
G
w
/
(
2
)
1
6
d
N
A
I
L
S
E
A
C
H
E
N
D
TO
T
O
P
C
H
O
R
D
S
O
F
T
R
U
S
S
E
S
B
E
L
O
W
W
H
E
N
BO
T
T
O
M
P
L
A
T
E
D
O
E
S
N
O
T
L
I
N
E
U
P
A
B
O
V
E
T
R
U
S
S
BE
L
O
W
A
N
D
C
O
N
N
E
C
T
w
/
H
T
S
2
0
@
3
2
"
O
.
C
.
CO
N
T
.
R
O
O
F
S
H
E
A
T
H
I
N
G
N
A
I
L
P
E
R
P
L
A
N
LS
T
A
1
8
@
3
2
"
O
.
C
.
S
T
U
D
T
O
P
R
E
-
E
N
G
T
R
U
S
S
,
S
L
I
T
RO
O
F
S
H
E
A
T
H
I
N
G
F
O
R
S
T
R
A
P
2x
S
T
U
D
S
@
1
6
"
O
.
C
.
F
O
R
K
N
E
E
W
A
L
L
B C D
PR
E
-
E
N
G
I
N
E
E
R
E
D
R
O
O
F
T
R
U
S
S
P
E
R
P
L
A
N
B
E
L
O
W
E
2x
P
L
A
T
E
S
O
V
E
R
R
O
O
F
D
E
C
K
P
E
R
V
A
L
L
E
Y
FR
A
M
I
N
G
D
E
T
A
I
L
F
DO
U
B
L
E
T
O
P
P
L
A
T
E
G
SIM
P
S
O
N
H
3
,
H
4
,
O
R
H
5
@
E
A
.
E
N
D
O
F
T
R
U
S
S
O
R
RA
F
T
E
R
H
NO
T
E
:
R
O
O
F
S
H
E
A
T
H
I
N
G
M
U
S
T
B
E
A
P
P
L
I
E
D
A
N
D
F
A
S
T
E
N
E
D
T
O
B
A
S
E
TR
U
S
S
P
E
R
P
L
A
N
S
B
E
F
O
R
E
D
O
R
M
E
R
F
R
A
M
I
N
G
I
S
I
N
S
T
A
L
L
E
D
.
NO
T
E
:
S
E
E
A
R
C
H
E
L
E
V
A
T
I
O
N
F
O
R
F
R
O
N
T
W
I
N
D
O
W
O
P
E
N
I
N
G
I
F
R
E
Q
'
D
CO
M
M
O
N
T
R
U
S
S
P
E
R
P
L
A
N
O
R
C
O
N
V
.
F
R
A
M
I
N
G
w
/
ST
R
U
C
T
U
R
A
L
S
H
E
A
T
H
I
N
G
P
E
R
P
L
A
N
A
N
D
R
O
O
F
FI
N
I
S
H
P
E
R
A
R
C
H
S
F
I
N
J
CU
R
V
E
D
R
O
O
F
T
R
U
S
S
E
S
P
E
R
P
L
A
N
O
R
C
U
R
V
E
D
RA
F
T
E
R
S
w
/
(
2
)
L
A
Y
E
R
S
3
/
4
"
C
D
X
S
H
E
A
T
H
I
N
G
NA
I
L
E
D
@
6
"
O
.
C
.
S
T
A
G
G
E
R
E
D
K
B C
D
E
F
G
H
K
A B C
D
E
F
G
H
J
DO
R
M
E
R
F
R
A
M
I
N
G
D
E
T
A
I
L
1/4
"
=
1
'
-
0
"
MI
N
.
H
2
X
6
HE
A
D
E
R
MIN
.
H
2
X
6
HE
A
D
E
R
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:GENERAL DETAILS SD2
3 1
/
4
"
H
O
L
D
1/2
"
J
-
B
O
L
T
S
w
/
WA
S
H
E
R
S
(
M
I
N
.
7
"
EM
B
E
D
)
M
I
N
.
6
"
F
R
O
M
EA
C
H
E
N
D
A
N
D
3
2
"
O
.
C
.
MA
X
.
TIE
B
E
A
M
C
O
U
R
S
E
w
/
(
1
)
#5
C
O
N
T
.
SIM
P
S
O
N
A
2
3
@
E
A
C
H
BR
A
C
E
T
O
P
L
A
T
E
BE
A
M
C
O
N
N
E
C
T
I
O
N
CM
U
W
A
L
L
C
O
N
N
E
C
T
I
O
N
FA
S
T
E
N
S
I
D
E
W
A
L
L
SH
E
A
T
H
I
N
G
P
E
R
P
L
A
N
.
FR
A
M
E
W
A
L
L
C
O
N
N
E
C
T
I
O
N
CL
E
A
R
S
P
A
N
C
O
N
N
E
C
T
I
O
N
CM
U
W
A
L
L
O
R
L
I
N
T
E
L
BE
L
O
W
PT
2
x
8
P
L
T
.
,
C
A
N
T
.
F
O
R
CL
G
.
N
A
I
L
I
N
G
S
U
R
F
A
C
E
PR
O
V
I
D
E
1
6
d
N
A
I
L
S
GA
B
L
E
E
N
D
T
R
U
S
S
T
O
PL
T
.
@
1
2
"
O
.
C
.
M
A
X
.
**
*
N
O
T
E
:
R
E
F
E
R
T
O
D
E
T
A
I
L
G
E
0
2
T
H
I
S
P
A
G
E
F
O
R
G
A
B
L
E
B
R
A
C
I
N
G
*
*
*
HG
A
1
0
K
T
@
3
2
"
O
.
C
.
CO
N
T
R
A
C
T
O
R
T
O
F
I
E
L
D
V
E
R
I
F
Y
W
H
I
C
H
CO
N
D
I
T
I
O
N
I
S
R
E
Q
U
I
R
E
D
.
C
O
N
T
A
C
T
E
O
R
FO
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
A
S
R
E
Q
'
D
2x
T
O
P
P
L
A
T
E
T
O
GA
B
L
E
E
N
D
W
/
1
6
d
NA
I
L
S
@
6
"
O
.
C
.
2x
4
S
T
U
D
S
@
2
4
"
O
.
C
.
w
/
SIN
G
L
E
B
A
S
E
&
T
O
P
PL
A
T
E
w
/
P
L
Y
W
O
O
D
SH
E
A
T
H
I
N
G
C
O
V
E
R
I
N
G
FR
A
M
I
N
G
F
O
R
F
A
L
S
E
BE
A
M
,
I
F
R
E
Q
'
D
w
/
(
3
)
10
d
N
A
I
L
S
@
E
A
.
T
R
U
S
S
BR
A
C
E
HOLD SHEATHING BACK 3/16"
GA
B
L
E
E
N
D
@
F
L
A
T
C
E
I
L
I
N
G
C
O
N
N
E
C
T
I
O
N
S
3/4
"
=
1
'
-
0
"
H/2
AL
L
G
A
B
L
E
BR
A
C
I
N
G
I
S
T
O
B
E
SY
P
#
2
O
R
B
E
T
T
E
R
A
A
GA
B
L
E
B
R
A
C
I
N
G
(
+
)
SE
E
C
H
A
R
T
H
2x
4
D
I
A
G
O
N
A
L
B
R
A
C
E
@ 4
8
"
O
.
C
.
T
O
3
R
D
BA
Y
R
E
Q
'
D
w
/
ST
R
O
N
G
B
A
C
K
,
S
E
E
CH
A
R
T
UP
T
O
4
'
-
8
"
NO
B
R
A
C
E
R
E
Q
U
I
R
E
D
H
GA
B
L
E
B
R
A
C
I
N
G
(
+
)
4'-
8
"
<
H
7
'
-
0
"
(1
)
2
x
4
B
R
A
C
E
7'-
0
"
<
H
9
'
-
4
"
(2
)
2
x
4
B
R
A
C
E
(
S
E
E
S
E
C
T
I
O
N
A
-
A
)
9'-
4
"
<
H
1
4
'
-
0
"
ST
R
O
N
G
B
A
C
K
W
/
(
1
)
2
x
4
B
R
A
C
E
14
'
-
0
"
<
H
1
8
'
-
8
"
ST
R
O
N
G
B
A
C
K
W
/
(
2
)
2
x
4
B
R
A
C
E
2x
4
A
T
T
A
C
H
E
D
T
O
E
A
.
GA
B
L
E
2
x
4
B
R
A
C
E
W
I
T
H
(2
)
1
0
d
N
A
I
L
S
2x
6
10
d
C
O
M
M
O
N
N
A
I
L
S
@
8"
O
.
C
.
A-A
G
A
B
L
E
V
E
R
T
I
C
A
L
B
R
A
C
I
N
G
GA
B
L
E
V
E
R
T
I
C
A
L
10
d
C
O
M
M
O
N
N
A
I
L
S
@ 6
"
O
.
C
.
2N
D
2
x
4
B
R
A
C
E
I
F
RE
Q
'
D
,
S
E
E
C
H
A
R
T
1'-
0
"
M
A
X
P
L
Y
O
O
D
C
A
N
T
.
O
.
H
.
SE
E
E
L
E
V
.
F
O
R
O.H
.
S
I
Z
E
CO
N
T
.
2
x
4
2x
4
B
L
O
C
K
S
,
(
2
)
1
6
d
N
A
I
L
S
@
E
A
.
E
N
D
.
B
L
O
C
K
A
D
J
.
BA
Y
S
@
E
A
.
D
I
A
G
.
A
S
S
H
O
W
N
.
F
A
S
T
E
N
R
O
O
F
SH
E
A
T
H
I
N
G
T
O
B
L
O
C
K
S
W
/
8
d
N
A
I
L
S
@
6
"
O
.
C
.
(4
)
B
A
Y
S
M
I
N
(
1
)
B
A
Y
A
F
T
E
R
B
R
A
C
E
I
S
R
E
Q
'
D
)
(1
)
A
2
3
F
R
O
M
ST
R
O
N
G
B
A
C
K
T
O
DIA
G
O
N
A
L
2x
4
B
R
A
C
E
I
F
R
E
Q
'
D
SE
E
C
H
A
R
T
.
45
°
ST
R
O
N
G
B
A
C
K
I
F
R
E
Q
'
D
,
SE
E
C
H
A
R
T
WH
E
R
E
O
.
H
.
I
S
>
1
'
-
0
"
,
D
R
O
P
GA
B
L
E
S
w
/
O
U
T
L
O
O
K
E
R
S
@
2
4
"
O
.
C
.
TO
R
U
N
B
A
C
K
T
O
1
S
T
C
O
M
M
O
N
TR
U
S
S
W
I
T
H
(
3
)
1
2
d
T
O
E
N
A
I
L
S
.
CO
N
N
E
C
T
T
O
D
R
O
P
G
A
B
L
E
W
I
T
H
H2
.
5
C
L
I
P
.
M
A
X
2
'
-
0
"
O
.
H
.
GA
B
L
E
E
N
D
B
R
A
C
I
N
G
3/4
"
=
1
'
-
0
"
**
*
N
O
T
E
:
G
A
B
L
E
S
S
P
A
N
N
I
N
G
L
E
S
S
T
H
A
N
8
'
D
O
N
O
T
R
E
Q
U
I
R
E
B
R
A
C
I
N
G
*
*
*
GA
B
L
E
E
N
D
@
F
L
A
T
C
E
I
L
I
N
G
w
/
B
O
S
T
O
N
H
I
P
3/4"=1'-0"
2x
4
B
L
O
C
K
S
,
(
2
)
1
6
d
NA
I
L
S
@
E
A
.
E
N
D
.
BL
O
C
K
A
D
J
.
B
A
Y
S
@
EA
.
D
I
A
G
.
A
S
S
H
O
W
N
.
FA
S
T
E
N
R
O
O
F
SH
E
A
T
H
I
N
G
T
O
BL
O
C
K
S
w
/
8
d
N
A
I
L
S
@ 6
"
O
.
C
.
(5
)
1
6
d
N
A
I
L
S
B
R
A
C
E
TO
B
L
O
C
K
I
N
G
PR
O
V
I
D
E
2
x
4
B
R
A
C
E
TO
E
A
.
A
D
J
.
D
I
A
G
.
FA
S
T
E
N
T
O
D
I
A
G
.
w
/
(
2
)
16
d
N
A
I
L
S
.
GA
B
L
E
B
R
A
C
I
N
G
@
4
8
"
O.C
.
M
A
X
.
4
5
°
F
R
O
M
HO
R
I
Z
O
N
T
A
L
(
+
/
-
1
0
°
)
BR
A
C
E
N
O
T
R
E
Q
U
I
R
E
D
6'
F
R
O
M
E
A
V
E
S
.
PR
O
V
I
D
E
B
L
O
C
K
I
N
G
BE
T
W
E
E
N
T
R
U
S
S
B
A
Y
S
@ 4
8
"
O
.
C
.
F
O
R
F
I
R
S
T
3
BA
Y
S
SEE PLAN FORSUPPORT AND TIE DOWN OF JACK TRUSSESWHERE O.H. IS > 1'-0",DROP END GABLE w/OUTLOOKERS @ 24"O.C. TO RUN BACK TO1ST COMMON TRUSSWITH (3) 12d TOENAILS.CONNECT TO DROP GABLE WITH H2.5 CLIP.MAX 2'-0" O.H.CONT. 2x4 2x4'S @ 24" O.C.GABLE END SHEATHING FASTENPER PLAN SPLICE AS REQ'D PROVIDE 2x BLOCKINGFOR NAILING TRUSS PER PLANSIMPSON H10A DIAG.TO BLOCKING
ST
D
C
O
N
D
I
T
I
O
N
@
C
M
U
VA
U
L
T
E
D
C
O
N
D
I
T
I
O
N
@
C
M
U
ST
D
C
O
N
D
I
T
I
O
N
@
F
R
A
M
E
W
A
L
L
SEE PLAN
BE
A
R
I
N
G
C
O
N
D
I
T
I
O
N
@
C
M
U
W
A
L
L
2x
W
A
L
L
,
S
E
E
P
L
A
N
WA
L
L
S
H
E
A
T
H
I
N
G
P
E
R
PL
A
N
2x
4
S
Y
P
#
2
B
L
O
C
K
I
N
G
,
@ 2
4
"
O
.
C
.
W
/
(
2
)
1
2
d
EN
D
N
A
I
L
S
@
E
A
C
H
EN
D
.
SIM
P
S
O
N
D
T
C
,
(
2
)
8
d
NA
I
L
S
I
N
T
O
B
L
O
C
K
I
N
G
,
(4
)
8
d
N
A
I
L
S
T
O
T
O
P
PL
A
T
E
MA
S
O
N
R
Y
W
A
L
L
O
R
LI
N
T
E
L
S
E
E
P
L
A
N
TR
U
S
S
P
E
R
P
L
A
N
2x
4
#
2
S
Y
P
P
.
T
.
BL
O
C
K
I
N
G
@
2
4
"
O
.
C
.
W/
(
2
)
1
2
d
E
N
D
N
A
I
L
S
@ E
A
C
H
E
N
D
DT
C
C
L
I
P
,
(
2
)
8
d
N
A
I
L
S
IN
T
O
B
L
O
C
K
I
N
G
,
(
2
)
3/1
6
"
x
2
3
/
4
"
T
A
P
C
O
N
S
IN
C
M
U
.
O
R
S
I
M
P
S
O
N
ME
T
A
1
6
LIN
T
E
L
P
E
R
P
L
A
N
LA
Y
2
x
4
B
L
O
C
K
I
N
G
OV
E
R
T
H
E
T
O
P
O
F
T
H
E
BO
T
T
O
M
C
H
O
R
D
.
AT
T
A
C
H
W
/
(
2
)
1
0
d
NA
I
L
S
@
E
A
C
H
T
R
U
S
S
AT
2
4
"
O
.
C
.
TR
U
S
S
P
E
R
P
L
A
N
DT
C
C
L
I
P
,
(
2
)
8
d
N
A
I
L
S
IN
T
O
B
L
O
C
K
I
N
G
,
(
2
)
3/1
6
"
x
2
3
/
4
"
T
A
P
C
O
N
S
IN
C
M
U
.
O
R
S
I
M
P
S
O
N
ME
T
A
1
6
A
T
2
4
"
O
.
C
.
MA
S
O
N
R
Y
W
A
L
L
O
R
LIN
T
E
L
S
E
E
P
L
A
N
2x
4
L
E
D
G
E
R
W
/
(
2
)
1
0
d
NA
I
L
S
@
E
A
C
H
W
E
B
(2
)
1
6
d
T
O
E
N
A
I
L
S
BR
A
C
E
T
O
L
E
D
G
E
R
2x
4
B
L
O
C
K
I
N
G
(
2
)
1
2
d
NA
I
L
S
,
T
O
E
N
A
I
L
E
D
@
EA
C
H
E
N
D
.
A
T
2
4
"
O
.
C
.
RO
O
F
S
H
E
A
T
H
I
N
G
PE
R
P
L
A
N
TR
U
S
S
P
E
R
P
L
A
N
DT
C
C
L
I
P
,
(
2
)
8
d
N
A
I
L
S
IN
T
O
B
L
O
C
K
I
N
G
,
(
4
)
8
d
NA
I
L
S
I
N
T
O
T
O
P
P
L
A
T
E
DO
U
B
L
E
T
O
P
P
L
A
T
E
EX
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
.
AT
T
A
C
H
P
E
R
P
L
A
N
FR
O
M
T
O
P
O
F
W
A
L
L
TO
B
O
T
T
O
M
2x
8
#
2
S
P
F
S
T
U
D
S
A
T
16
"
O
.
C
.
2x
8
#
2
S
Y
P
P
T
.
B
A
S
E
PL
A
T
E
W
/
1
/
2
"
x
8
"
AN
C
H
O
R
B
O
L
T
O
R
TI
T
E
N
H
D
@
3
2
"
O
.
C
.
&
6"
F
R
O
M
E
A
C
H
E
N
D
NO
N
-
B
E
A
R
I
N
G
W
A
L
L
C
L
I
P
D
E
T
A
I
L
3/4
"
=
1
'
-
0
"
BE
A
M
P
E
R
P
L
A
N
SH
E
A
T
H
I
N
G
N
O
T
R
E
Q
'
D
TO
B
E
C
O
N
T
.
@
T
H
E
TR
A
N
S
I
T
I
O
N
F
R
O
M
BE
A
M
T
O
G
A
B
L
E
TR
U
S
S
SIM
P
S
O
N
H
G
A
1
0
@
4
8
"
O.C
.
SIM
P
S
O
N
H
1
0
A
DIA
G
O
N
A
L
T
O
B
E
A
M
SH
E
A
T
H
I
N
G
N
O
T
R
E
Q
'
D
TO
B
E
C
O
N
T
.
@
T
H
E
TR
A
N
S
I
T
I
O
N
F
R
O
M
WA
L
L
T
O
G
A
B
L
E
TR
U
S
S
SI
M
P
S
O
N
H
G
A
1
0
@
4
8
"
O.C
.
SIM
P
S
O
N
H
1
0
A
DIA
G
O
N
A
L
T
O
T
O
P
PL
A
T
E
DO
U
B
L
E
2
x
T
O
P
P
L
A
T
E
EX
T
.
S
H
E
A
T
H
I
N
G
;
AT
T
A
C
H
P
E
R
P
L
A
N
(5
)
1
6
d
N
A
I
L
S
B
R
A
C
E
TO
B
L
O
C
K
I
N
G
PR
O
V
I
D
E
2
x
4
B
R
A
C
E
TO
E
A
.
A
D
J
.
D
I
A
G
.
FA
S
T
E
N
T
O
D
I
A
G
.
w
/
(
2
)
16
d
N
A
I
L
S
.
GA
B
L
E
B
R
A
C
I
N
G
@
4
8
"
O.C
.
N
O
T
R
E
G
'
D
6
'
FR
O
M
E
A
V
E
S
SE
E
G
A
B
L
E
CO
N
N
E
C
T
I
O
N
D
E
T
A
I
L
FO
R
R
E
Q
'
D
CO
N
N
E
C
T
I
O
N
S
GA
B
L
E
E
N
D
SH
E
A
T
H
I
N
G
F
A
S
T
E
N
PE
R
P
L
A
N
.
ST
R
O
N
G
B
A
C
K
I
F
R
E
Q
'
D
PE
R
C
H
A
R
T
2x
4
S
Y
P
#
2
B
R
A
C
I
N
G
@
24
"
O
.
C
.
F
O
R
F
A
L
S
E
B
M
AT
T
A
C
H
M
E
N
T
w
/
(
3
)
1
0
d
TO
E
N
A
I
L
S
E
A
.
E
N
D
A3
5
D
I
A
G
O
N
A
L
T
O
TR
U
S
S
B
O
T
.
C
H
O
R
D
FA
L
S
E
B
M
P
E
R
P
L
A
N
IF
R
E
Q
'
D
FULL SHEET
GA
B
L
E
B
R
A
C
I
N
G
C
H
A
R
T
SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONSWALL PER PLAN (FRAME WALL SHOWN;MAY ALSO BEMASONRY)
TR
U
S
S
P
E
R
P
L
A
N
TR
U
S
S
P
E
R
P
L
A
N
TR
U
S
S
P
E
R
P
L
A
N
1'-0" MAX PLYWOOD CANT. O.H.SEE ELEV. FORO.H. SIZESHEATHING PER PLAN
2'-
0
"
M
A
X
.
1'-
9
"
M
A
X
.
NO
T
E
:
P
R
O
V
I
D
E
A
D
D
I
T
'
L
BL
O
C
K
I
N
G
A
S
R
E
Q
'
D
PE
R
H
I
B
-
9
1
&
T
R
U
S
S
MA
N
U
.
'
S
D
R
A
W
I
N
G
S
;
CE
I
L
I
N
G
G
Y
P
.
B
D
.
I
S
NO
T
A
D
I
A
P
H
R
A
G
M
2x
4
B
L
O
C
K
I
N
G
@
E
A
.
OU
T
L
O
O
K
E
R
(
M
A
X
.
RO
O
F
S
H
E
A
T
H
I
N
G
SP
A
N
2
'
-
0
"
)
w
/
(
2
)
1
6
d
EN
D
N
A
I
L
S
E
A
.
E
N
D
PR
O
V
I
D
E
2
x
B
L
O
C
K
I
N
G
FO
R
N
A
I
L
I
N
G
2x
F
A
S
C
I
A
w
(
2
)
1
6
d
EN
D
N
A
I
L
S
@
E
A
.
OU
T
L
O
O
K
E
R
(2
)
1
6
d
N
A
I
L
S
P
L
T
.
T
O
ST
U
D
T
O
P
&
B
O
T
T
O
M
(T
Y
P
.
)
(
E
N
D
N
A
I
L
P
L
T
S
.
TO
S
T
U
D
)
SI
M
P
S
O
N
H
2
.
5
(
T
Y
P
.
)
HO
L
D
W
A
L
L
3
-
1
/
2
"
DO
W
N
F
O
R
OU
T
L
O
O
K
E
R
SH
E
A
T
H
I
N
G
P
E
R
P
L
A
N
1/2
"
x
8
"
J
-
B
O
L
T
@
3
2
"
O.C
.
A
N
D
6
"
F
R
O
M
E
A
.
EN
D
w
/
N
U
T
&
W
A
S
H
E
R
CM
U
W
A
L
L
P
E
R
P
L
A
N
MS
T
A
M
-
2
4
T
Y
P
.
E
A
.
SI
D
E
O
F
E
A
.
S
T
U
D
.
CE
N
T
E
R
E
D
B
E
T
W
E
E
N
FR
A
M
E
A
N
D
C
M
U
S
E
E
WA
L
L
S
P
L
I
C
E
D
E
T
A
I
L
FO
R
R
E
Q
'
D
F
L
A
S
H
I
N
G
CE
I
L
I
N
G
N
A
I
L
E
R
A
S
RE
Q
'
D
2x
8
#
2
S
P
F
S
T
U
D
S
@
16
"
O
.
C
.
T
Y
P
.
RA
K
E
D
D
O
U
B
L
E
T
O
P
PL
A
T
E
2x
4
O
U
T
L
O
O
K
E
R
@
2
4
"
O.C
.
M
A
X
.
w
/
(
2
)
1
6
d
EN
D
N
A
I
L
S
T
O
T
R
U
S
S
TR
U
S
S
P
E
R
P
L
A
N
RO
O
F
S
H
E
A
T
H
I
N
G
P
E
R
PL
A
N
GA
B
L
E
E
N
D
@
V
A
U
L
T
E
D
C
E
I
L
I
N
G
3/4
"
=
1
'
-
0
"
2x
8
#
2
S
Y
P
P
T
B
A
S
E
PL
A
T
E
VA
R
I
E
S
HE
A
D
E
R
P
E
R
P
L
A
N
I
F
RE
Q
'
D
.
M
I
N
(
1
)
J
A
C
K
&
(1
)
K
I
N
G
S
T
U
D
w
/
S
I
M
P
S
.
LS
T
A
1
8
H
E
A
D
E
R
T
O
ST
U
D
S
T
Y
P
.
B
A
S
E
CO
N
N
E
C
T
I
O
N
GABLE TRUSSSEE GE01/SD3 FOROUTLOOKER ORSHEATHINGCANTILEVER8d NAILS @ 4" O.C.MAIN SPAN ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE)EXT. SHEATHING;ATTACH PER NAILINGSCHED.(2) 16d NAILS TO EA.COMMON TRUSS SIMPSON META16 @32" O.C. GABLE TRUSSTO MASONRY. AT WOOD WALL LOCATIONS USE LSTA18 OR MTS12 @32" O.C.CONV. FRAME ORVALLEY TRUSSES PER PLAN GABLE END AT VALLEY FRAMING 3/4"=1'-0"MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY
VA
L
L
E
Y
VALLEY
2x
8
R
I
D
G
E
B
O
A
R
D
FA
S
T
E
N
C
O
N
V
.
2
x
VA
L
L
E
Y
R
A
F
T
E
R
FR
A
M
I
N
G
(
O
R
P
R
E
-
E
N
G
VA
L
L
E
Y
T
R
U
S
S
E
S
)
T
O
2x
P
L
A
T
E
W
I
T
H
SI
M
P
S
O
N
M
T
S
1
2
O
R
LS
T
A
1
2
&
(
5
)
8
d
N
A
I
L
S
@ E
A
.
R
A
F
T
E
R
T
O
P
L
T
.
FA
S
T
E
N
S
Y
P
O
R
S
P
F
2x
6
(
M
I
N
.
)
P
L
A
T
E
T
H
R
U
SH
E
A
T
H
I
N
G
P
E
R
P
L
A
N
W/
1
/
4
"
x
4
-
1
/
2
"
S
I
M
P
S
O
N
SD
S
S
C
R
E
W
S
T
O
T
O
P
CH
O
R
D
O
F
E
A
C
H
TR
U
S
S
B
E
L
O
W
2x
6
R
A
F
T
E
R
T
O
2
x
8
RI
D
G
E
B
O
A
R
D
W
/
A
3
5
ON
(
1
)
S
I
D
E
O
F
RA
F
T
E
R
&
A
3
5
O
N
A
D
J
RA
F
T
E
R
T
O
O
P
P
S
I
D
E
(A
S
S
H
O
W
N
)
.2x
6
C
O
L
L
A
R
T
I
E
H
A
L
F
WA
Y
U
P
H
E
I
G
H
T
O
F
VA
L
L
E
Y
.
F
A
S
T
E
N
w
/
(
5
)
10
d
C
O
M
M
O
N
N
A
I
L
S
@
EA
C
H
E
N
D
(
T
Y
P
.
)
2x
6
'
s
@
2
4
"
O.C
.
M
A
X
.
RIDGE
FI
E
L
D
F
R
A
M
E
D
V
A
L
L
E
Y
D
E
T
A
I
L
1/2
"
=
1
'
-
0
"
NOTE: CONTRACTOR TO NAIL1st KING STUD INTO HEADERPER HEADER SCHED. THENATTACH ADDIT'L KINGS ASREQ'D. SEE SCHED. FORNUMBER OF KING AND JACK STUDS REQ'D.
TY
P
I
C
A
L
H
E
A
D
E
R
D
E
T
A
I
L
1/2"=1'-0"
DOOR
OPENING2x DOWNFRAME TODOOR AS REQ'D 1/2" THREADED RODEA. SIDE OF HEADER(CENTERED w/in TOPPLATE & 6" FROM JAMBSTUDS) w/ MIN 7"EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFTHEADER PER PLAN;SEE HEADERSCHEDULE & NOTES FOR ADDT'L INFO.SIMPSON LSTA12 OR SP4 CONNECTORS @24"o.c. IF HEADER WITHUPLIFT SPAN 4'-6" ORMORE.HEADER STUDS PERHEADER SCHEDULEU.N.O. ON PLANS ATTACH JAMB STUDSPER WF08/SD4 P.T BASE PLATE(2) 2x TOP PLATE SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:GENERAL DETAILS SD3
SCAB TO
OVERLAP TRUSS
2x LENGTH OF OH
SCAB TOOVERLAP TRUSS2x LENGTH OF OH
CO
N
D
I
T
I
O
N
@
C
M
U
W
A
L
L
2x
S
C
A
B
w
/
1
0
d
N
A
I
L
S
@ 4
"
O
.
C
.
PE
R
-
E
N
G
T
R
U
S
S
E
S
PE
R
P
L
A
N
TR
U
S
S
C
O
N
N
E
C
T
I
O
N
PE
R
P
L
A
N
CM
U
W
A
L
L
P
E
R
P
L
A
N
RO
O
F
S
H
E
A
T
H
I
N
G
,
FA
S
T
E
N
P
E
R
P
L
A
N
2x
4
F
R
A
M
I
N
G
@
2
4
"
O.C
.
M
A
X
.
PR
O
V
I
D
E
(
4
)
1
0
d
x
3
"
NA
I
L
S
A
T
J
O
I
N
T
2x
F
A
S
C
I
A
(2
)
8
d
T
O
E
N
A
I
L
S
T
O
LE
D
G
E
R
2x
4
P
T
L
E
D
G
E
R
W
/
1/4
"
x
4
"
T
A
P
C
O
N
S
@
1
2
"
O.C
.
2x
F
R
A
M
E
W
A
L
L
P
E
R
PL
A
N
PE
R
-
E
N
G
T
R
U
S
S
E
S
PE
R
P
L
A
N
2x
S
C
A
B
w
/
1
0
d
N
A
I
L
S
@ 4
"
O
.
C
.
2x4 LEDGER W/ (2) 16dNAILS @ 16" O.C.(2) 8d TOE NAILS TO LEDGER2x FASCIAPROVIDE (4) 10d x 3"NAILS AT JOINT2x4 FRAMING @ 24"O.C. MAX.ROOF SHEATHING,FASTEN PER PLAN
TR
U
S
S
C
O
N
N
E
C
T
I
O
N
PE
R
P
L
A
N
CO
N
D
I
T
I
O
N
@
F
R
A
M
E
W
A
L
L
TY
P
I
C
A
L
S
C
A
B
O
V
E
R
H
A
N
G
3/4
"
=
1
'
-
0
"
2x
B
R
G
W
A
L
L
,
S
E
E
PL
A
N
F
O
R
S
T
U
D
S
I
Z
E
&
SP
A
C
I
N
G
.
M
I
N
(
2
)
2
x
UN
D
E
R
G
I
R
D
E
R
T
R
U
S
S
U.N
.
O
.
SIM
P
S
O
N
L
S
T
A
2
4
E
A
C
H
ST
U
D
2x
B
R
G
W
A
L
L
,
S
E
E
PL
A
N
F
O
R
S
T
U
D
S
I
Z
E
&
SP
A
C
I
N
G
.
M
I
N
(
2
)
2
x
UN
D
E
R
G
I
R
D
E
R
T
R
U
S
S
U.N
.
O
.
SE
E
P
L
A
N
F
O
R
CO
N
N
E
C
T
I
O
N
PR
E
-
E
N
G
I
N
E
E
R
E
D
RO
O
F
T
R
U
S
S
-
S
E
E
FR
A
M
I
N
G
P
L
A
N
F
O
R
SP
A
C
I
N
G
SE
E
P
L
A
N
F
O
R
CO
N
N
E
C
T
I
O
N
PR
E
-
E
N
G
.
R
O
O
F
TR
U
S
S
P
E
R
P
L
A
N
EX
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
NA
I
L
P
E
R
P
L
A
N
SIM
P
S
O
N
S
P
4
O
R
S
P
2
@ E
A
C
H
S
T
U
D
DO
U
B
L
E
T
O
P
P
L
A
T
E
RO
O
F
S
H
E
A
T
H
I
N
G
,
NA
I
L
P
E
R
P
L
A
N
SE
C
T
I
O
N
@
D
O
U
B
L
E
B
E
A
R
I
N
G
3/4
"
=
1
'
-
0
"
SE
E
F
L
O
O
R
P
L
A
N
F
O
R
MO
R
E
B
R
G
.
W
A
L
L
I
N
F
O
SEE PLAN
AT
T
A
C
H
2
x
T
O
BU
I
L
T
-
U
P
W
/
(
2
)
RO
W
S
O
F
1
0
d
N
A
I
L
S
ST
A
G
G
E
R
E
D
@
8
"
O
.
C
.
(2
)
2
x
T
O
P
P
L
A
T
E
SIM
P
S
O
N
L
S
T
A
3
0
W
/
(2
2
)
1
0
d
N
A
I
L
S
(
A
L
L
CO
R
N
E
R
C
O
N
D
I
T
I
O
N
S
ST
R
A
P
A
R
O
U
N
D
TA
L
L
E
R
S
T
U
D
)
2x
B
L
O
C
K
I
N
G
W
/
(
2
)
12
d
N
A
I
L
S
@
E
A
C
H
E
N
D
(2
)
2
x
B
U
I
L
T
-
U
P
C
O
L
.
(2
)
2
x
T
O
P
P
L
A
T
E
ST
E
P
@
B
E
A
R
I
N
G
F
R
A
M
E
W
A
L
L
3/4
"
=
1
'
-
0
"
PL
A
N
V
I
E
W
@
T
O
P
O
F
P
O
S
T
SI
D
E
V
I
E
W
@
B
A
S
E
O
F
P
O
S
T
CO
N
T
R
A
C
T
O
R
M
A
Y
E
L
E
C
T
T
O
B
U
C
K
E
T
S
H
O
R
T
S
P
A
N
BE
A
M
I
N
T
O
L
O
N
G
S
P
A
N
A
S
I
N
D
I
C
A
T
E
D
O
N
BE
A
M
SC
H
E
D
U
L
E
.
I
F
B
U
C
K
E
T
I
S
I
N
S
T
A
L
L
E
D
T
H
E
S
H
O
R
T
S
P
A
N
ST
R
A
P
I
S
N
O
T
R
E
Q
U
I
R
E
D
.
SE
E
F
O
U
N
D
A
T
I
O
N
PL
A
N
F
O
R
A
D
D
I
T
I
O
N
A
L
IN
F
O
5/8
"
T
H
R
E
A
D
E
D
R
O
D
w
/
NU
T
S
E
T
I
N
A
D
H
E
S
I
V
E
AB
U
P
O
S
T
B
A
S
E
P
E
R
PL
A
N
PT
P
O
S
T
P
E
R
P
L
A
N
PT
P
O
S
T
P
E
R
P
L
A
N
EX
T
.
B
E
A
M
P
E
R
P
L
A
N
EX
T
.
B
E
A
M
P
E
R
P
L
A
N
LA
P
B
E
A
M
P
L
Y
S
A
N
D
NA
I
L
A
S
S
H
O
W
N
(
5
)
1
0
d
NA
I
L
S
P
E
R
P
L
Y
HT
S
2
0
C
L
I
P
F
R
O
M
PO
S
T
T
O
B
E
A
M
CO
R
N
E
R
C
O
L
U
M
N
F
R
A
M
I
N
G
3/4
"
=
1
'
-
0
"
2x
B
L
O
C
K
I
N
G
SE
E
E
L
E
V
.
F
O
R
O.H
.
S
I
Z
E
SEE ELEV. FORO.H. SIZE
51234 6
6
OP
E
N
I
N
G
3
1
1/2
"
PL
Y
W
O
O
D
S
P
L
I
C
E
S
@
H
E
A
D
E
R
-
N
A
I
L
S
H
E
A
T
H
I
N
G
T
O
HE
A
D
E
R
W
/
8
d
C
O
M
M
O
N
N
A
I
L
S
@
3
"
O
.
C
.
(
2
)
R
O
W
S
@
TO
P
&
B
O
T
T
O
M
SOLID SHEET OF SHEATHING
RIPPED PIECE
OF SHEATHING IF NOT FULL HEIGHT SHEATHING
7
(2
)
8
d
N
A
I
L
S
@
3
"
O
.
C
.
T
O
E
A
C
H
T
R
U
S
S
E
N
D
O
R
@
VE
R
T
I
C
A
L
M
E
M
B
E
R
I
F
G
A
B
L
E
E
N
D
(IF 2 STORY, START FULL SHEET FROM BOTTOM OF FLOOR SYSTEM)
A
A
SH
E
A
T
H
I
N
G
D
I
A
G
R
A
M
DO
U
B
L
E
N
A
I
L
E
D
G
E
S
P
A
C
I
N
G
4
NO
T
E
:
15
/
3
2
O
R
7
/
1
6
S
T
R
U
C
T
U
R
A
L
1
P
L
Y
W
O
O
D
/
O
.
S
.
B
.
T
O
B
E
US
E
D
A
S
U
P
L
I
F
T
R
E
S
I
S
T
A
N
C
E
:
N
O
O
T
H
E
R
F
A
S
T
E
N
E
R
S
RE
Q
'
D
.
E
X
C
E
P
T
A
S
N
O
T
E
D
O
N
P
L
A
N
S
.
S
A
M
E
T
H
I
C
K
N
E
S
S
A
N
D
ST
R
E
N
G
T
H
A
X
I
S
O
R
I
E
N
T
A
T
I
O
N
A
S
W
A
L
L
S
H
E
A
T
H
I
N
G
I
S
RE
Q
U
I
R
E
D
B
E
T
W
E
E
N
S
T
U
D
S
.
EX
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
T
O
B
E
H
E
L
D
U
P
1
/
8
"
T
H
U
S
N
O
T
TO
B
E
A
R
O
N
M
A
S
O
N
R
Y
O
R
C
O
NC
R
E
T
E
U
N
L
E
S
S
F
E
L
T
PA
P
E
R
I
S
P
R
E
S
E
N
T
.
1
/
8
"
G
A
P
B
E
T
W
E
E
N
S
H
E
E
T
S
O
F
PL
Y
W
O
O
D
S
H
O
U
L
D
B
E
M
A
I
N
T
A
I
N
E
D
SH
E
A
T
H
I
N
G
S
P
L
I
C
E
D
E
T
A
I
L
2
TY
P
.
AR
O
U
N
D
OP
E
N
I
N
G
CU
T
T
O
F
I
T
OP
E
N
I
N
G
S
I
Z
E
FL
O
O
R
S
Y
S
T
E
M
7
2x
D
B
L
T
O
P
P
L
A
T
E
BE
Y
O
N
D
MIN
.
1
5
/
3
2
"
E
X
P
1
S
H
E
A
T
H
I
N
G
IN
S
T
A
L
L
E
D
V
E
R
T
I
C
A
L
L
Y
.
WA
L
L
S
H
E
A
T
H
I
N
G
SP
L
I
C
E
,
S
E
E
S
P
L
I
C
E
DE
T
A
I
L
.
M
A
X
1
/
8
"
SP
A
C
E
B
E
T
W
E
E
N
PA
N
E
L
S
2x
S
T
U
D
S
B
E
Y
O
N
D
,
SE
E
P
L
A
N
F
O
R
M
O
R
E
IN
F
O
2x
B
O
T
T
O
M
P
L
A
T
E
BE
Y
O
N
D
S
E
E
P
L
A
N
EX
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
SH
E
A
T
H
I
N
G
S
P
L
I
C
E
,
BE
T
W
E
E
N
E
X
T
E
R
I
O
R
SH
E
A
T
H
I
N
G
&
BL
O
C
K
I
N
G
JO
I
N
T
,
M
A
X
.
1
/
8
"
G
A
P
NA
I
L
I
N
G
P
E
R
SC
H
E
D
U
L
E
2x
4
B
L
O
C
K
I
N
G
P
L
A
C
E
D
FL
A
T
W
I
S
E
(
2
)
1
6
d
NA
I
L
S
E
A
C
H
E
N
D
ST
U
D
GY
P
S
U
M
W
A
L
L
B
O
A
R
D
SH
E
A
T
H
I
N
G
P
E
R
P
L
A
N
NA
I
L
S
H
E
A
T
H
I
N
G
A
T
F
R
A
M
E
W
A
L
L
B
O
T
T
O
M
P
L
A
T
E
AN
D
A
T
F
L
O
O
R
T
R
U
S
S
T
O
P
&
B
O
T
T
O
M
P
L
A
T
E
S
U
S
I
N
G
(1
)
R
O
W
O
F
8
d
C
O
M
M
O
N
N
A
I
L
S
@
3
"
O
.
C
.
NA
I
L
A
T
T
O
P
P
L
A
T
E
U
S
I
N
G
(
2
)
R
O
W
S
O
F
8
d
C
O
M
M
O
N
NA
I
L
S
@
3
"
O
.
C
.
NA
I
L
O
P
E
N
I
N
G
P
E
R
I
M
E
T
E
R
w
/
(
2
)
R
O
W
S
O
F
8
d
CO
M
M
O
N
N
A
I
L
S
@
3
"
O
.
C
.
NA
I
L
I
N
T
.
W
/
8
d
C
O
M
M
O
N
N
A
I
L
S
@
1
2
"
O
.
C
.
&
N
A
I
L
ED
G
E
S
6
"
O
.
C
.
U
.
N
.
O
.
O
N
P
L
A
N
S
ST
A
G
G
E
R
A
L
L
V
E
R
T
.
P
A
N
E
L
J
O
I
N
T
S
&
N
A
I
L
W
/
8
d
CO
M
M
O
N
N
A
I
L
S
@
3
"
O
.
C
.
'A
'
=
N
A
I
L
S
P
A
C
I
N
G
1/2
"
1/2
"
3/8
"
NO
T
E
:
C
O
N
T
R
A
C
T
O
R
T
O
T
A
K
E
C
A
R
E
A
N
D
N
O
T
O
V
E
R
D
R
I
V
E
N
A
I
L
S
.
I
F
NA
I
L
S
A
R
E
O
V
E
R
D
R
I
V
E
N
,
T
H
E
E
N
T
I
R
E
S
H
E
E
T
O
F
S
H
E
A
T
H
I
N
G
I
S
T
O
B
E
RE
M
O
V
E
D
A
N
D
R
E
P
L
A
C
E
D
.
I
F
M
O
R
E
T
H
A
N
5
0
%
O
F
T
H
E
S
H
E
A
T
H
I
N
G
I
S
OV
E
R
D
R
I
V
E
N
,
C
O
N
T
A
C
T
E
O
R
F
O
R
R
E
V
I
E
W
O
F
E
X
T
E
R
I
O
R
S
T
U
D
S
EX
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
S
C
H
E
D
U
L
E
3/4
"
=
1
'
-
0
"
TY
P
I
C
A
L
T
O
P
P
L
A
T
E
S
P
L
I
C
E
@
B
R
G
.
W
A
L
L
3/4
"
=
1
'
-
0
"
TO
P
P
L
A
T
E
T
R
A
N
S
I
T
I
O
N
(
2
X
4
T
O
2
X
8
W
A
L
L
S
)
48" MIN.
48" MIN.
PIP
E
O
R
D
U
C
T
W
/
PE
N
E
T
R
A
T
I
O
N
O
F
MO
R
E
T
H
A
N
5
0
%
O
F
TO
P
P
L
A
T
E
W
I
D
T
H
IN
S
T
A
L
L
S
I
M
P
S
O
N
PS
P
N
5
1
6
Z
W
/
(
1
2
)
1
6
d
NA
I
L
S
T
Y
P
.
T
O
P
&
B
O
T
.
(2
)
1
0
d
N
A
I
L
S
@
3
"
O
.
C
.
WIT
H
I
N
4
8
"
O
F
S
P
L
I
C
E
TH
E
N
(
2
)
R
O
W
S
1
0
d
NA
I
L
S
@
8
"
O
.
C
.
OT
H
E
R
W
I
S
E
TO
P
S
P
L
I
C
E
@
DO
U
B
L
E
2
X
4
T
O
P
PL
A
T
E
BO
T
T
O
M
S
P
L
I
C
E
O
V
E
R
ST
U
D
2x
4
W
A
L
L
B
E
Y
O
N
D
AG
A
I
N
S
T
2
x
8
S
T
U
D
S
AT
T
A
C
H
E
D
P
E
R
(W
F
0
8
/
S
D
3
)
AT
T
A
C
H
2
x
8
S
T
U
D
S
T
O
TO
P
P
L
A
T
E
W
/
(
4
)
1
2
d
TO
E
-
N
A
I
L
S
T
Y
P
I
C
A
L
AT
A
L
L
L
O
C
A
T
I
O
N
PR
O
V
I
D
E
2
x
4
O
N
T
O
P
OF
2
x
8
T
O
P
A
D
O
U
T
TO
P
P
L
A
T
E
.
A
T
T
A
C
H
W/
(
2
)
1
0
d
N
A
I
L
S
3
"
O
.
C
.
(S
O
L
I
D
B
L
O
C
K
W
/
2
x
6
)
DO
U
B
L
E
2
x
4
T
O
P
PL
A
T
E
DO
U
B
L
E
2
x
8
T
O
P
PL
A
T
E
TO
P
S
P
L
I
C
E
OV
E
R
L
A
P
T
O
P
P
L
A
T
E
AT
C
O
R
N
E
R
TO
P
P
L
A
T
E
C
O
R
N
E
R
T
R
A
N
S
I
T
I
O
N
NA
I
L
B
O
T
T
O
M
P
L
A
T
E
TO
E
A
C
H
P
L
Y
O
F
B
U
I
L
T
UP
C
O
L
U
M
N
B
E
L
O
W
W
/
(2
)
1
0
d
N
A
I
L
S
AT
T
A
C
H
2
x
4
S
T
U
D
S
T
O
TO
P
P
L
A
T
E
W
/
(
3
)
1
2
d
TO
E
-
N
A
I
L
S
T
Y
P
I
C
A
L
A
T
AL
L
L
O
C
A
T
I
O
N
AT
T
A
C
H
2
x
4
S
T
U
D
S
T
O
TO
P
P
L
A
T
E
W
/
(
3
)
1
2
d
TO
E
-
N
A
I
L
S
T
Y
P
I
C
A
L
A
T
AL
L
L
O
C
A
T
I
O
N
(2
)
1
0
d
N
A
I
L
S
@
3
"
O
.
C
.
WIT
H
I
N
4
8
"
O
F
S
P
L
I
C
E
TH
E
N
(
2
)
R
O
W
S
1
0
d
N
A
I
L
S
@ 8
"
O
.
C
.
O
T
H
E
R
W
I
S
E
NA
I
L
F
I
E
L
D
I
N
S
T
A
L
L
E
D
TO
P
P
L
A
T
E
T
O
F
R
A
M
E
WA
L
L
O
R
P
R
E
-
AS
S
E
M
B
L
E
D
W
A
L
L
PA
N
E
L
W
/
(
2
)
1
0
d
N
A
I
L
S
@ 8
"
O
.
C
.
(
F
O
L
L
O
W
NA
I
L
I
N
G
RE
Q
U
I
R
E
M
E
N
T
S
T
H
I
S
DE
T
A
I
L
F
O
R
A
L
L
T
O
P
PL
A
T
E
S
P
L
I
C
E
LO
C
A
T
I
O
N
S
)
NO
T
E
:
PL
A
T
E
L
E
N
G
T
H
S
M
U
S
T
BE
A
T
L
E
A
S
T
8
'
-
0
"
LO
N
G
.
T
Y
P
.
2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL@ 24" O.C. w/ EXT.SHEATHING PERNAILING SCHEDULE &(4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDSALONG W/ WEBBING)2x8 w/ (2) 10d NAILS @EACH VERTICALSEE TRUSS PLAN FOR MORE INFO &CONNECTION LINTEL PER PLAN POCKET SGDATTACHMENT BYBUILDER
LIN
T
E
L
P
E
R
P
L
A
N
SE
E
W
A
L
L
C
L
I
P
D
E
T
A
I
L
FO
R
M
O
R
E
I
N
F
O
2x
4
#
2
S
P
F
BL
O
C
K
I
N
G
@
2
4
"
O
.
C
.
w/
(
2
)
1
6
d
E
N
D
N
A
I
L
S
EA
C
H
E
N
D
2x8 #2 SPF VERTICAL@ 24" O.C. w/ EXT.SHEATHING PERNAILING SCHEDULE &(4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @EACH VERTICAL
PO
C
K
E
T
S
G
D
AT
T
A
C
H
M
E
N
T
B
Y
BU
I
L
D
E
R
2x
8
w
/
(
2
)
1
0
d
N
A
I
L
S
@
EA
C
H
V
E
R
T
I
C
A
L
PO
C
K
E
T
S
G
D
AT
T
A
C
H
M
E
N
T
B
Y
BU
I
L
D
E
R
2x
6
2x
6
#
2
S
Y
P
P
.
T
.
C
O
N
T
.
w/
(
2
)
1
/
4
"
x
3
1
/
2
"
TA
P
C
O
N
S
@
1
2
"
O
.
C
.
SP
A
C
E
D
E
V
E
N
L
Y
VE
R
T
I
C
A
L
L
Y
SL
O
P
E
A
S
R
E
Q
'
D
TR
A
N
S
O
M
B
E
T
W
E
E
N
LIN
T
E
L
S
LIN
T
E
L
P
E
R
P
L
A
N
2x
8
#
2
S
P
F
V
E
R
T
I
C
A
L
@ 2
4
"
O
.
C
.
w
/
E
X
T
.
SH
E
A
T
H
I
N
G
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
&
(4
)
1
2
d
N
A
I
L
S
E
A
C
H
TR
U
S
S
M
E
M
B
E
R
2x
8
w
/
(
2
)
1
0
d
N
A
I
L
S
@
EA
C
H
V
E
R
T
I
C
A
L
2x
4
#
2
S
P
F
BL
O
C
K
I
N
G
@
2
4
"
O
.
C
.
w/
(
2
)
1
6
d
E
N
D
N
A
I
L
S
EA
C
H
E
N
D
SE
E
T
R
U
S
S
P
L
A
N
F
O
R
MO
R
E
I
N
F
O
&
CO
N
N
E
C
T
I
O
N
2x
4
#
2
S
Y
P
P
.
T
.
@
E
A
.
TR
U
S
S
w
/
(
4
)
1
2
d
N
A
I
L
S
IN
T
O
T
R
U
S
S
&
(
3
)
1
2
d
TO
E
N
A
I
L
S
I
N
T
O
O
T
H
E
R
TR
U
S
S
SE
E
T
R
U
S
S
P
L
A
N
F
O
R
MO
R
E
I
N
F
O
&
CO
N
N
E
C
T
I
O
N
2x
8
w
/
(
2
)
1
0
d
N
A
I
L
S
@
3"
O
.
C
.
T
O
E
A
.
2
x
6
VE
R
T
I
C
A
L
2x
6
#
2
S
Y
P
P
.
T
.
C
O
N
T
.
w/
(
2
)
1
/
4
"
x
3
1
/
2
"
TA
P
C
O
N
S
@
1
2
"
O
.
C
.
SP
A
C
E
D
E
V
E
N
L
Y
VE
R
T
I
C
A
L
L
Y
SL
O
P
E
A
S
R
E
Q
'
D
2x
1
2
B
O
X
H
D
R
w
/
2
x
8
'
s
TO
P
&
B
O
T
.
,
2
x
8
T
O
2x
1
2
w
/
1
0
d
X
3
"
N
A
I
L
S
@ 6
"
O
.
C
.
2
x
1
2
A
T
WA
L
L
T
O
P
R
E
C
A
S
T
LIN
T
E
L
w
/
(
2
)
R
O
W
S
O
F
1/4
"
x
4
"
T
A
P
C
O
N
S
@
16
"
O
.
C
.
M
A
X
.
ST
A
G
G
E
R
E
D
TR
A
N
S
O
M
B
E
T
W
E
E
N
LIN
T
E
L
S
PO
C
K
E
T
S
G
D
AT
T
A
C
H
M
E
N
T
B
Y
BU
I
L
D
E
R
LI
N
T
E
L
P
E
R
P
L
A
N
HE
A
D
E
R
@
P
O
C
K
E
T
S
L
I
D
E
R
w
/
T
R
A
N
S
O
M
1/2
"
=
1
'
-
0
"
HE
A
D
E
R
@
P
O
C
K
E
T
S
L
I
D
E
R
w
/
T
R
A
N
S
O
M
1/2
"
=
1
'
-
0
"
HE
A
D
E
R
@
P
O
C
K
E
T
S
L
I
D
E
R
1/2"=1'-0"HEADER @ POCKET SLIDER 1/2"=1'-0"
2x
6
S
Y
P
#
2
L
E
D
G
E
R
.
T
O
ST
U
D
S
w
/
(
2
)
1
/
4
"
X
4
½
"
SI
M
P
S
.
S
D
S
S
C
R
E
W
S
@
16
"
O
.
C
.
M
A
X
.
;
TO
G
A
B
L
E
E
N
D
S
T
U
D
S
w
/
(2
)
1
/
4
"
X
3
½
"
S
I
M
P
S
.
S
D
S
SC
R
E
W
S
@
1
6
"
O
.
C
.
MA
X
.
;
TO
M
A
S
O
N
R
Y
w
/
2
x
6
P
T
SY
P
#
2
L
E
D
G
E
R
w
/
(
2
)
1/4
"
x
2
3
/
4
"
T
A
P
C
O
N
S
A
T
12
"
O
.
C
.
2x
4
S
Y
P
#
2
L
E
D
G
E
R
.
TO
S
T
U
D
S
O
R
B
E
A
M
w
/
(2
)
1
/
4
"
X
4
½
"
S
I
M
P
S
.
SD
S
S
C
R
E
W
S
@
1
6
"
O.
C
.
M
A
X
.
;
TO
G
A
B
L
E
E
N
D
S
T
U
D
S
w/
(
2
)
1
/
4
"
X
3
½
"
S
I
M
P
S
.
SD
S
S
C
R
E
W
S
@
1
6
"
O.
C
.
M
A
X
.
;
TO
M
A
S
O
N
R
Y
w
/
2
x
4
P
T
SY
P
#
2
L
E
D
G
E
R
w
/
1
/
4
"
x
2
3
/
4
"
T
A
P
C
O
N
S
@
1
2
"
O.
C
.
SH
E
A
T
H
I
N
G
P
E
R
P
L
A
N
(4
)
1
0
d
N
A
I
L
S
F
O
R
CO
N
V
.
F
R
A
M
E
D
ME
M
B
E
R
S
O
N
L
Y
2x
4
S
Y
P
#
2
O
R
PR
E
-
E
N
G
I
N
E
E
R
E
D
RO
O
F
T
R
U
S
S
E
S
@
2
4
"
O.C
.
M
A
X
.
DE
S
I
G
N
E
D
F
O
R
SH
I
N
G
L
E
O
N
L
Y
FA
S
C
I
A
P
E
R
CO
M
M
U
N
I
T
Y
S
P
E
C
S
SIM
P
S
O
N
H
3
C
L
I
P
SE
E
P
L
A
N
12
EX
T
E
R
I
O
R
W
A
L
L
/
T
R
U
S
S
4'-
0
"
M
A
X
.
TY
P
I
C
A
L
S
H
E
D
R
O
O
F
D
E
T
A
I
L
1/2
"
=
1
'
-
0
"
SIM
P
S
O
N
H
3
C
L
I
P
1)
A
D
J
A
C
E
N
T
N
A
I
L
S
A
R
E
D
R
I
V
E
N
F
R
O
M
O
P
P
O
S
I
T
E
S
I
D
E
S
O
F
T
H
E
C
O
L
U
M
N
2)
A
L
L
N
A
I
L
S
P
E
N
E
T
R
A
T
E
A
T
L
E
A
S
T
3
/
4
"
O
F
T
H
E
T
H
I
C
K
N
E
S
S
O
F
T
H
E
L
A
S
T
L
A
M
I
N
A
T
I
O
N
3)
F
O
R
5
-
P
L
Y
,
P
R
O
V
I
D
E
1
/
4
"
D
I
A
.
x
5
1
/
2
"
L
A
G
S
C
R
E
W
S
O
R
E
Q
U
A
L
(
S
P
A
C
E
A
S
S
H
O
W
N
F
O
R
3
-
P
L
Y
)
4)
T
O
L
E
R
A
N
C
E
S
:
A
L
L
D
I
M
E
N
S
I
O
N
T
O
B
E
H
E
L
D
W
I
T
H
I
N
+
/
-
1
/
4
"
2 1
/
2
"
E
D
G
E
1"
E
D
G
E
1 1
/
2
"
E
D
G
E
8" SPACING2 1/2" END
(2
)
2
x
4
'
s
8" SPACING
(2
)
2
x
6
'
s
1
1
/
2
"
2 1/2" END
2
1
/
2
"
8" SPACING
(2) 2x8's2 1/4"
2 1/2" END
2"8" SPACING 8" SPACING8" SPACINGEDGE DISTANCEPER DETAIL C DISTANCE PERDETAILLINSIDE 2x's PER DETAIL
10
d
x
3
"
C
O
M
M
O
N
O
P
P
.
SID
E
10
d
x
3
"
C
O
M
M
O
N
10
d
x
3
"
C
O
M
M
O
N
10
d
x
3
"
C
O
M
M
O
N
OP
P
.
S
I
D
E
OUTSIDE (2) 2x4's 10d x 3"10d x 3" OPP. SIDE
(2
)
2
x
C
O
L
U
M
N
TY
P
I
C
A
L
B
U
I
L
T
-
U
P
S
T
U
D
C
O
L
U
M
N
D
E
T
A
I
L
1-
1
/
2
"
=
1
'
-
0
"
ROOF SHEATHING,FASTEN PER PLAN 2x4 #2 SYP CONT. w/ (2)16d COMMON NAILSEA. STUD OR TRUSSMEMBER, TYP. (MAX.24" O.C.). IF MASONRY,USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @24" O.C.TRUSS PER PLAN WOOD/MASONRYWALL OR TRUSS, SEEPLAN (TRUSS SHOWN)LEDGER @ LOW ROOF 1-1/2"=1'-0"OUTSIDE 2x's (3+) 2x COLUMN SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:GENERAL DETAILS SD4
SE
E
P
L
A
N
2n
d
F
L
O
O
R
W
A
L
L
;
S
E
E
PL
A
N
F
O
R
M
O
R
E
I
N
F
O
.
IF
S
H
E
A
T
H
I
N
G
I
S
N
O
T
CO
N
T
I
N
U
O
U
S
T
O
BO
T
T
O
M
O
F
F
L
O
O
R
TR
U
S
S
,
C
O
N
T
R
A
C
T
O
R
TO
I
N
S
T
A
L
L
S
I
M
P
S
O
N
LS
T
A
1
8
S
T
R
A
P
S
F
R
O
M
EA
.
S
T
U
D
T
O
T
R
U
S
S
STEP PER PLAN
SE
E
A
R
C
H
D
W
G
S
F
O
R
TO
P
P
I
N
G
I
N
F
O
CO
N
T
R
A
C
T
O
R
T
O
PR
O
V
I
D
E
A
D
E
Q
U
A
T
E
WA
T
E
R
P
R
O
O
F
I
N
G
.
N
O
CO
N
C
R
E
T
E
S
L
A
B
PE
R
M
I
T
T
E
D
HA
N
D
R
A
I
L
B
Y
O
T
H
E
R
S
3/4
"
P
L
Y
W
O
O
D
F
L
O
O
R
DE
C
K
I
N
G
A
T
T
A
C
H
E
D
PE
R
N
A
I
L
I
N
G
SC
H
E
D
U
L
E
SL
O
P
E
D
B
A
L
C
O
N
Y
FL
O
O
R
T
R
U
S
S
(
1
2
"
TA
L
L
)
(
6
0
/
1
5
/
5
M
I
N
.
LO
A
D
I
N
G
)
W
/
L
U
S
2
6
O
R
LU
S
4
6
T
O
L
E
D
G
E
R
SE
E
W
S
1
1
/
S
D
5
F
O
R
SI
M
.
E
N
D
C
O
N
D
I
T
I
O
N
LIN
T
E
L
P
E
R
P
L
A
N
2x
1
2
#
2
S
Y
P
C
O
N
T
.
LE
D
G
E
R
W
/
(
3
)
1/4
"
x
4
-
1
/
2
"
S
D
S
SC
R
E
W
S
(
E
Q
U
A
L
L
Y
SP
A
C
E
D
V
E
R
T
I
C
A
L
L
Y
)
@ 2
4
"
O
.
C
.
A
N
D
@
E
A
.
EN
D
V
E
R
T
I
C
A
L
(
M
I
N
.
2
"
FR
O
M
T
&
B
)
SL
O
P
E
SE
E
P
L
A
N
BE
A
R
I
N
G
SE
E
P
L
A
N
WD
.
H
D
.
H
T
.
0'-
0
"
FIN
.
F
L
R
.
SE
E
P
L
A
N
BE
A
R
I
N
G
8"
GR
A
D
E
PR
E
-
E
N
G
I
N
E
E
R
E
D
RO
O
F
T
R
U
S
S
E
S
@
2
4
"
O.C
.
TY
P
I
C
A
L
T
R
U
S
S
T
O
FR
A
M
E
C
O
N
N
E
C
T
I
O
N
.
SE
E
S
T
A
N
D
A
R
D
CO
N
N
E
C
T
O
R
N
O
T
E
S
SE
E
A
R
C
H
I
T
E
C
T
U
R
A
L
PL
A
N
F
O
R
O
V
E
R
H
A
N
G
IN
F
O
WIN
D
O
W
A
S
SC
H
E
D
U
L
E
D
EX
T
E
R
I
O
R
F
I
N
I
S
H
P
E
R
PL
A
N
MI
D
-
S
P
A
N
B
L
O
C
K
I
N
G
U.N
.
O
.
IN
S
U
L
A
T
I
O
N
P
E
R
P
L
A
N
SE
E
D
E
T
A
I
L
S
W
S
1
0
,
WS
1
1
O
R
W
S
1
3
F
O
R
AD
D
I
T
I
O
N
A
L
IN
F
O
R
M
A
T
I
O
N
T
H
I
S
SH
E
E
T
LIN
T
E
L
A
S
P
E
R
P
L
A
N
DB
L
.
T
O
P
P
L
A
T
E
HD
R
.
P
E
R
P
L
A
N
2x
S
T
U
D
S
,
S
E
E
FR
A
M
I
N
G
P
L
A
N
F
O
R
SP
A
C
I
N
G
A
N
D
G
R
A
D
E
AN
D
S
E
E
A
R
C
H
P
L
A
N
TO
V
E
R
I
F
Y
S
I
Z
E
IN
T
.
F
I
N
I
S
H
P
E
R
P
L
A
N
2x
B
O
T
T
O
M
P
L
A
T
E
w
/
(2
)
1
2
d
AT
1
2
"
O
.
C
.
3/4
"
F
L
O
O
R
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
FL
O
O
R
T
R
U
S
S
E
S
S
E
E
PL
A
N
F
O
R
D
E
P
T
H
A
N
D
DI
R
E
C
T
I
O
N
TY
P
I
C
A
L
T
W
O
S
T
O
R
Y
S
E
C
T
I
O
N
3/4
"
=
1
'
-
0
"
SIM
P
S
O
N
M
S
T
A
M
3
6
ST
R
A
P
W
/
(
1
0
)
1
0
d
T
O
ST
U
D
S
&
(
8
)
1
/
4
"
X
2-1
/
4
"
T
I
T
E
N
S
C
R
E
W
S
TO
L
I
N
T
E
L
C
O
U
R
S
E
.
US
E
S
I
M
P
S
O
N
MS
T
C
M
6
0
S
T
R
A
P
W
/
(2
0
)
1
6
d
S
I
N
K
E
R
S
&
(
1
4
)
1/
4
"
X
2
-
1
/
4
"
T
A
P
C
O
N
S
FO
R
T
R
U
S
S
E
S
2
0
"
T
O
26
"
D
E
E
P
(IF
T
I
T
E
N
S
A
R
E
N
O
T
I
N
LI
N
T
E
L
C
O
U
R
S
E
O
R
IN
T
O
F
I
L
L
E
D
C
E
L
L
U
S
E
1/
4
"
X
1
3
/
4
"
T
I
T
E
N
S
)
U.N
.
O
.
PR
O
V
I
D
E
S
O
L
I
D
BL
O
C
K
I
N
G
B
E
L
O
W
CO
L
.
E
V
E
N
W
I
T
H
I
N
FL
O
O
R
T
R
U
S
S
MA
S
O
N
R
Y
W
A
L
L
S
E
E
PL
A
N
F
O
R
M
O
R
E
I
N
F
O
SE
E
D
E
T
A
I
L
W
S
1
1
F
O
R
MO
R
E
I
N
F
O
DO
U
B
L
E
2
x
T
O
P
P
L
A
T
E
2x
B
O
T
T
O
M
P
L
A
T
E
3/4
"
F
L
O
O
R
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
FL
O
O
R
T
R
U
S
S
P
E
R
PL
A
N
ST
R
U
C
T
U
R
A
L
C
O
L
P
E
R
PL
A
N
F
O
R
S
I
Z
E
A
N
D
RE
Q
'
D
#
O
F
S
T
U
D
S
TR
U
S
S
S
T
R
A
P
-
S
E
E
FR
A
M
I
N
G
P
L
A
N
F
O
R
CO
N
N
E
C
T
I
O
N
S
PR
E
-
E
N
G
I
N
E
E
R
E
D
RO
O
F
T
R
U
S
S
-
S
E
E
FR
A
M
I
N
G
P
L
A
N
F
O
R
LO
C
A
T
I
O
N
&
S
P
A
C
I
N
G
FL
O
O
R
T
R
U
S
S
S
E
E
FR
A
M
I
N
G
P
L
A
N
F
O
R
CO
N
N
E
C
T
I
O
N
I
N
F
O
.
.
FL
O
O
R
G
I
R
D
E
R
O
R
BE
A
M
;
S
E
E
P
L
A
N
TR
U
S
S
S
T
R
A
P
-
S
E
E
FR
A
M
I
N
G
P
L
A
N
F
O
R
CO
N
N
E
C
T
I
O
N
S
(1
)
S
I
M
P
S
O
N
L
S
T
A
3
0
ST
R
A
P
W
/
(
1
1
)
1
0
d
T
O
ST
U
D
S
A
B
O
V
E
P
L
A
T
E
U.N
.
O
.
NO
T
E
:
I
F
W
O
O
D
W
A
L
L
O
R
B
E
A
M
B
E
L
O
W
U
S
E
SIM
P
S
O
N
M
S
T
C
4
0
W
/
(
3
6
)
1
6
d
S
I
N
K
E
R
S
.
I
F
F
L
O
O
R
SY
S
T
E
M
I
S
1
8
"
T
O
3
6
"
D
E
E
P
U
S
E
M
S
T
C
6
6
W
/
6
0
1
6
d
SIN
K
E
R
S
A
N
D
(
1
4
)
14"X
2
14" T
I
T
E
N
S
T
O
M
A
S
O
N
R
Y
AA
FULL SHEETFULL SHEETSOLID SHEATHING @HEADER SIMPSON SP4 w/ (6) 10dx1-1/2" @ 24" O.C. (USESP6 @ 2x6 STUDS &SP8 @ 2x8 STUDS)(2) 2x SPF TOP PLATEU.N.O. ON PLAN HEADER - SEE 2NDFLOOR PLAN FOR MIN.HEADER SIZE & REQ'DJAMB STUDS IF HEADER IS UPSETAND WINDOW ISLOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT.HEADER OPENINGSLESS THAN 4FT:(1) 2xSILL PLATE w/ (2) 10dTOENAILS. OPENINGLARGER THAN 4FT: (2)2x SILL PLATE w/ A35CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C.w/ (2) 10d TOENAILS T&B (PLYWOODSHEATHING REQ'DT&B)SEE FRAMING PLANFOR FLOORCONNECTION2x TOP & BOT.RIBBONS, CONT.PROVIDE BLOCKING BELOW JAMBSSEPARATE SHEATHINGUNDER WINDOW
SI
M
P
S
O
N
L
S
T
A
3
0
ST
R
A
P
(
M
A
X
1
0
°
AN
G
L
E
)
W
/
(
2
2
)
1
0
d
NA
I
L
S
.
B
E
N
D
S
T
R
A
P
OV
E
R
T
O
P
P
L
A
T
E
M
I
N
.
3",
T
H
E
N
R
U
N
D
O
W
N
FA
C
E
O
F
J
A
M
B
S
T
U
D
S
/
HE
A
D
E
R
EX
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
FR
O
M
T
O
P
O
F
W
A
L
L
TO
B
O
T
.
R
I
B
B
O
N
,
N
A
I
L
PE
R
P
L
A
N
(2
)
2
x
S
I
L
L
A
T
W
I
N
D
O
W
w/
2
x
C
R
I
P
P
L
E
S
T
U
D
S
AT
E
A
.
E
N
D
N
A
I
L
E
D
T
O
ST
U
D
P
A
C
K
w
/
1
0
d
NA
I
L
S
@
8
"
O
.
C
.
T
H
E
N
ST
U
D
S
@
1
6
"
O
.
C
.
AT
T
A
C
H
S
I
L
L
w
/
(
2
)
1
0
d
TO
E
N
A
I
L
S
A
T
E
A
.
E
N
D
OF
S
I
L
L
(
M
A
X
O
P
E
N
'
G
WID
T
H
4
'
-
0
"
)
.
U
S
E
A
3
5
CL
I
P
A
T
E
A
.
E
N
D
F
O
R
OP
E
N
I
N
G
S
G
R
E
A
T
E
R
TH
A
N
4
'
B
U
T
L
E
S
S
TH
A
N
6
'
SI
M
P
S
.
M
S
T
A
M
3
6
w
/
(7
)
1
0
d
N
A
I
L
S
&
(
4
)
1
/
4
"
x 2
1
/
4
"
T
I
T
E
N
S
;
I
F
FL
O
O
R
T
R
U
S
S
E
S
A
R
E
20
"
-
2
6
"
D
E
E
P
,
U
S
E
SI
M
P
S
.
M
S
T
C
M
6
0
ST
R
A
P
w
/
(
2
0
)
1
6
d
SI
N
K
E
R
S
&
(
1
4
)
1
/
4
"
X
2
1/4
"
T
I
T
E
N
S
I
N
S
T
E
A
D
.
(IF
T
I
T
E
N
S
A
R
E
N
O
T
I
N
LIN
T
E
L
C
O
U
R
S
E
O
R
IN
T
O
F
I
L
L
E
D
C
E
L
L
U
S
E
1/4
"
X
1
3
/
4
"
T
I
T
E
N
S
)
MASONRY WALL SEEPLAN FOR MORE INFO
NO
T
E
:
S
T
R
A
P
S
C
A
L
L
E
D
O
U
T
W
/
I
N
T
H
I
S
D
E
T
A
I
L
A
R
E
O
N
L
Y
R
E
Q
'
D
W
H
E
N
I
N
D
I
C
A
T
E
D
AS
S
U
C
H
O
N
T
H
E
S
T
R
U
C
T
U
R
A
L
P
L
A
N
S
O
R
W
H
E
N
T
H
E
S
T
RUCTURAL
SH
E
A
T
H
I
N
G
I
S
N
O
T
C
O
N
T
.
F
R
O
M
T
O
P
O
F
W
A
L
L
T
O
B
O
T
T
O
M
O
F
F
L
O
O
R
SY
S
T
E
M
A
N
D
WH
E
N
3
O
R
M
O
R
E
W
I
N
D
O
W
S
A
R
E
I
N
A
R
O
W
(
O
N
L
Y
J
A
M
B
S
T
U
D
S
BE
T
W
E
E
N
W
I
N
D
O
W
S
)
C
E
N
T
E
R
W
I
N
D
O
W
S
M
U
S
T
H
A
V
E
L
S
T
A
3
0
S
T
R
A
P
S
T
O
P
AN
D
B
O
T
T
O
M
A
N
D
E
A
C
H
S
I
D
E
O
F
O
P
E
N
I
N
G
T
O
T
R
A
N
S
F
E
R
L
A
T
E
R
A
L
L
O
A
D
S
HE
A
D
E
R
C
O
N
N
E
C
T
I
O
N
@
2
n
d
F
L
O
O
R
3/4"=1'-0"NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOORSYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDSBETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOPAND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SIMPSON LSTA30 w/(11) 10d TO STUDSABOVE PLATE U.N.O.SEE FRAMING PLANFOR FLOORCONNECTION FLOOR GRIDER OR BEAM(2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDSAT EA. END NAILED TOSTUD PACK w/ 10dNAILS @ 8" O.C. THENSTUDS @ 16" O.C.ATTACH SILL w/ (2) 10dTOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35CLIP AT EA. END FOROPENINGS GREATERTHAN 4' BUT LESSTHAN 6'SOLID SHEATHING @HEADER (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2NDFLOOR PLAN FOR MIN.HEADER SIZE & REQ'DJAMB STUDS IF HEADER IS UPSETAND WINDOW ISLOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT.HEADER OPENINGSLESS THAN 4FT:(1) 2xSILL PLATE w/ (2) 10dTOENAILS. OPENINGLARGER THAN 4FT: (2)2x SILL PLATE w/ A35CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C.w/ (2) 10d TOENAILST&B (PLYWOODSHEATHING REQ'DT&B)SIMPSON LSTA30STRAP (MAX 10°ANGLE) W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MIN.3", THEN RUN DOWNFACE OF JAMB STUDS/HEADER EXTERIOR SHEATHINGFROM TOP OF WALLTO BOT. RIBBON, NAILPER PLAN HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0"
TY
P
I
C
A
L
G
I
R
D
E
R
C
O
L
.
C
O
N
N
E
C
T
I
O
N
3/4
"
=
1
'
-
0
"
TY
P
I
C
A
L
G
I
R
D
E
R
C
O
L
.
@
H
I
G
H
B
E
A
M
3/4
"
=
1
'
-
0
"
2x
2
N
D
F
L
O
O
R
S
T
U
D
S
SE
E
P
L
A
N
F
O
R
M
O
R
E
SE
E
F
L
O
O
R
F
R
A
M
I
N
G
PL
A
N
F
O
R
F
L
O
O
R
SY
S
T
E
M
I
N
F
O
.
(2
)
S
I
M
P
S
O
N
M
E
T
A
1
6
FL
O
O
R
T
R
U
S
S
T
O
MA
S
O
N
R
Y
W
A
L
L
(2
)
S
I
M
P
S
O
N
L
S
T
A
1
8
ST
R
A
P
S
C
E
N
T
E
R
E
D
@
FL
O
O
R
w
/
(
1
4
)
1
0
d
NA
I
L
S
EX
T
.
S
H
E
A
T
H
I
N
G
FL
U
S
H
W
/
F
A
C
E
O
F
MA
S
O
N
R
Y
A
T
T
A
C
H
E
D
PE
R
N
A
I
L
I
N
G
SC
H
E
D
U
L
E
;
P
R
O
V
I
D
E
1/
8
"
G
A
P
B
E
T
W
E
E
N
SH
E
A
T
H
I
N
G
A
N
D
MA
S
O
N
R
Y
MA
S
O
N
R
Y
W
A
L
L
P
E
R
PL
A
N
(2
)
S
I
M
P
S
O
N
L
S
T
A
1
8
ST
R
A
P
S
C
E
N
T
E
R
E
D
@
FL
O
O
R
W
/
(
1
4
)
1
0
d
NA
I
L
S
AT
T
A
C
H
2
x
S
T
U
D
S
W
/
(2
)
1
6
d
N
A
I
L
S
@
6
"
O
.
C
.
(3
)
2
x
S
T
U
D
S
(2
)
S
I
M
P
S
O
N
L
S
T
A
1
8
ST
R
A
P
S
C
E
N
T
E
R
E
D
@
FL
O
O
R
W
/
(
1
4
)
1
0
d
NA
I
L
S
AT
T
A
C
H
2
x
S
T
U
D
S
W
/
(2
)
1
6
d
N
A
I
L
S
@
6
"
O
.
C
.
(4
)
2
x
S
T
U
D
S
(3
)
2
x
S
T
U
D
P
A
C
K
AT
T
A
C
H
P
E
R
N
A
I
L
I
N
G
SC
H
E
D
U
L
E
2n
d
F
L
O
O
R
C
O
R
N
E
R
F
R
A
M
I
N
G
A
T
T
A
C
H
M
E
N
T
3/4
"
=
1
'
-
0
"
(1
)
R
O
W
S
8
d
N
A
I
L
S
@
3"
O
.
C
.
W
A
L
L
SH
E
A
T
H
I
N
G
T
O
BO
T
T
O
M
P
L
A
T
E
1/8
"
G
A
P
B
E
T
W
E
E
N
SH
E
A
T
H
I
N
G
&
C
M
U
PR
E
-
E
N
G
F
L
O
O
R
TR
U
S
S
O
R
F
I
E
L
D
FR
A
M
E
2
x
4
K
N
E
E
WA
L
L
,
S
T
U
D
S
@
1
6
"
O.C
.
W
/
(
2
)
1
6
d
N
A
I
L
S
@
EA
C
H
E
N
D
S
E
E
CO
N
N
E
C
T
O
R
SC
H
E
D
U
L
E
F
O
R
CO
N
N
E
C
T
I
O
N
2x
B
O
T
T
O
M
P
L
A
T
E
W
/
(2
)
1
2
d
@
1
2
"
O
.
C
.
2x
S
T
U
D
S
,
S
E
E
FR
A
M
I
N
G
P
L
A
N
F
O
R
SP
A
C
I
N
G
A
N
D
G
R
A
D
E
AN
D
S
E
E
A
R
C
H
P
L
A
N
TO
V
E
R
I
F
Y
S
I
Z
E
SH
E
A
T
H
I
N
G
P
E
R
DE
T
A
I
L
W
F
1
0
/
S
D
4
2x
4
P
T
S
I
L
L
P
L
T
.
I
F
KN
E
E
W
A
L
L
MA
S
O
N
R
Y
W
A
L
L
P
E
R
PL
A
N
1/2
"
G
Y
P
.
C
L
G
B
D
O
R
(2
)
5
/
8
"
T
Y
P
E
"
X
"
W
H
E
N
IN
G
A
R
A
G
E
SY
S
.
4
2
F
L
O
O
R
TR
U
S
S
E
S
@
2
4
"
O
.
C
.
(M
A
X
)
2x
4
#
2
S
Y
P
A
N
G
L
E
AG
A
I
N
S
T
T
R
U
S
S
VE
R
T
I
C
A
L
@
4
8
"
O
.
C
.
W/
(
3
)
1
2
d
N
A
I
L
S
E
A
C
H
EN
D
2x
4
#
2
S
Y
P
B
L
O
C
K
I
N
G
@
4
8
"
O
.
C
.
W
/
(
2
)
1
2
d
TO
E
N
A
I
L
S
E
A
C
H
E
N
D
3/4
"
F
L
O
O
R
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
TW
O
S
T
O
R
Y
P
A
R
A
L
L
E
L
F
L
O
O
R
C
O
N
N
E
C
T
I
O
N
3/4
"
=
1
'
-
0
"
TW
O
S
T
O
R
Y
P
E
R
P
.
F
L
O
O
R
C
O
N
N
E
C
T
I
O
N
3/4
"
=
1
'
-
0
"
2x
B
O
T
T
O
M
P
L
A
T
E
W
/
(2
)
1
2
d
@
1
2
"
O
.
C
.
2x
S
T
U
D
S
,
S
E
E
FR
A
M
I
N
G
P
L
A
N
F
O
R
SP
A
C
I
N
G
A
N
D
G
R
A
D
E
AN
D
S
E
E
A
R
C
H
P
L
A
N
TO
V
E
R
I
F
Y
S
I
Z
E
SH
E
A
T
H
I
N
G
P
E
R
DE
T
A
I
L
W
F
1
0
/
S
D
4
SY
S
.
4
2
F
L
O
O
R
TR
U
S
S
E
S
@
2
4
"
O
.
C
.
(M
A
X
)
(2
)
R
O
W
S
8
d
N
A
I
L
S
@
3"
O
.
C
.
W
A
L
L
SH
E
A
T
H
I
N
G
T
O
BO
T
T
O
M
R
I
B
B
O
N
2x
S
Y
P
#
2
R
I
B
B
O
N
(
M
I
N
2x
4
)
T
O
T
R
U
S
S
w
/
(
4
)
16
d
N
A
I
L
S
;
B
O
T
T
O
M
RIB
B
O
N
T
O
B
E
P
T
I
F
BR
G
D
I
R
E
C
T
L
Y
O
N
CM
U
SE
E
C
O
N
N
E
C
T
I
O
N
SC
H
E
D
U
L
E
TY
P
I
C
A
L
B
A
L
C
O
N
Y
F
R
A
M
I
N
G
3/4
"
=
1
'
-
0
"
SH
E
A
T
H
I
N
G
P
E
R
DE
T
A
I
L
W
F
1
0
/
S
D
4
(2
)
R
O
W
S
8
d
N
A
I
L
S
@
3"
O
.
C
.
T
Y
P
.
W
A
L
L
SH
E
A
T
H
I
N
G
T
O
E
A
.
RIB
B
O
N
2x
B
O
T
T
O
M
P
L
A
T
E
W
/
(2
)
1
2
d
@
1
2
"
O
.
C
.
2x
S
T
U
D
S
,
S
E
E
FR
A
M
I
N
G
P
L
A
N
F
O
R
SP
A
C
I
N
G
A
N
D
G
R
A
D
E
AN
D
S
E
E
A
R
C
H
P
L
A
N
TO
V
E
R
I
F
Y
S
I
Z
E
MA
S
O
N
R
Y
O
R
F
R
A
M
E
WA
L
L
P
E
R
P
L
A
N
SIM
P
S
O
N
M
E
T
A
1
6
A
T
MA
S
O
N
R
Y
O
R
M
T
S
1
2
AT
W
O
O
D
CA
N
T
I
L
E
V
E
R
E
D
F
L
O
O
R
T
R
U
S
S
C
O
N
N
E
C
T
I
O
N
3/4
"
=
1
'
-
0
"
GIR
D
E
R
T
R
U
S
S
P
E
R
PL
A
N
SE
E
T
R
U
S
S
L
A
Y
O
U
T
FO
R
H
A
N
G
E
R
SHEATHING PER PLANATTACH PER NAILINGSCHEDULE,CONTINUOUS FROMTOP OF TOP PLATE TOBOTTOM PLATE.BEARING WALL PER PLAN DOUBLE BOTTOMPLATE (2) H5 EA. FLOORTRUSS TO DOUBLEBOTTOM PLATE, SLITFLOOR DECKING TO ACCOMMODATE STRAP TRUSS PER PLAN
FL
O
O
R
T
R
U
S
S
T
O
G
I
R
D
E
R
C
O
N
N
E
C
T
I
O
N
3/4"=1'-0"
NO
T
U
S
E
D
SH
I
N
G
L
E
O
R
T
I
L
E
P
E
R
AR
C
H
I
T
E
C
T
U
R
A
L
EL
E
V
A
T
I
O
N
S
.
LIN
T
E
L
A
S
P
E
R
P
L
A
N
CO
N
C
.
S
L
A
B
-
SE
E
F
O
U
N
D
A
T
I
O
N
PL
A
N
F
O
R
M
O
R
E
I
N
F
O
EX
T
F
I
N
I
S
H
P
E
R
P
L
A
N
VE
R
T
R
E
I
N
F
.
B
E
Y
O
N
D
MA
S
O
N
R
Y
W
A
L
L
P
E
R
PL
A
N
SE
E
F
O
U
N
D
A
T
I
O
N
DE
T
A
I
L
S
F
O
R
F
T
G
I
N
F
O
FL
O
O
R
S
Y
S
T
E
M
D
R
A
F
T
ST
O
P
P
I
N
G
A
T
1
0
0
0
S
Q
FT
M
A
X
:
D
R
A
F
T
ST
O
P
P
I
N
G
M
A
T
E
R
I
A
L
S
MIN
T
H
I
C
K
N
E
S
S
S
H
A
L
L
BE
1
/
2
"
G
Y
P
B
O
A
R
D
O
R
15
/
3
2
"
O
R
7
/
1
6
"
O
S
B
.
AT
T
A
C
H
T
O
F
L
O
O
R
TR
U
S
S
w
/
8
d
N
A
I
L
S
A
T
16
"
O
.
C
.
T
O
P
A
N
D
BO
T
T
O
M
C
H
O
R
D
S
3/4
"
F
L
O
O
R
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
1/8
"
G
A
P
B
E
T
W
E
E
N
SH
E
A
T
H
I
N
G
&
C
M
U
NO
T
E
:
A
L
L
F
L
O
O
R
TR
U
S
S
E
S
T
O
B
E
P
.
T
.
I
F
NO
M
O
I
S
T
U
R
E
BA
R
R
I
E
R
(
F
E
L
T
P
A
P
E
R
OR
S
I
M
)
I
S
P
R
O
V
I
D
E
D
NO
T
E
:
A
L
L
F
L
O
O
R
TR
U
S
S
E
S
T
O
B
E
P
.
T
.
I
F
NO
M
O
I
S
T
U
R
E
BA
R
R
I
E
R
(
F
E
L
T
P
A
P
E
R
OR
S
I
M
)
I
S
P
R
O
V
I
D
E
D
MA
S
O
N
R
Y
W
A
L
L
P
E
R
PL
A
N
1/
2
"
G
Y
P
.
C
L
G
B
D
O
R
(2
)
5
/
8
"
T
Y
P
E
"
X
"
W
H
E
N
IN
G
A
R
A
G
E
NO
T
E
:
A
L
L
F
L
O
O
R
TR
U
S
S
E
S
T
O
B
E
P
.
T
.
I
F
NO
M
O
I
S
T
U
R
E
BA
R
R
I
E
R
(
F
E
L
T
P
A
P
E
R
OR
S
I
M
)
I
S
P
R
O
V
I
D
E
D
NO
T
E
:
A
L
L
F
L
O
O
R
TR
U
S
S
E
S
T
O
B
E
P
.
T
.
I
F
NO
M
O
I
S
T
U
R
E
BA
R
R
I
E
R
(
F
E
L
T
P
A
P
E
R
OR
S
I
M
)
I
S
P
R
O
V
I
D
E
D
3/4
"
F
L
O
O
R
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
2x
S
Y
P
#
2
R
I
B
B
O
N
(
M
I
N
2x
4
)
T
O
T
R
U
S
S
w
/
(
4
)
16
d
N
A
I
L
S
;
B
O
T
T
O
M
RIB
B
O
N
T
O
B
E
P
T
I
F
BR
G
D
I
R
E
C
T
L
Y
O
N
CM
U
2x
B
L
O
C
K
I
N
G
F
O
R
SH
E
A
T
H
I
N
G
/
D
R
Y
W
A
L
L
AT
T
A
C
H
M
E
N
T
w
/
(
2
)
1
2
d
TO
E
N
A
I
L
S
E
A
.
E
N
D
SE
E
P
L
A
N
F
O
R
CA
N
T
I
L
E
V
E
R
NO
T
E
:
A
L
L
F
L
O
O
R
TR
U
S
S
E
S
T
O
B
E
P
.
T
.
I
F
NO
M
O
I
S
T
U
R
E
BA
R
R
I
E
R
(
F
E
L
T
P
A
P
E
R
OR
S
I
M
)
I
S
P
R
O
V
I
D
E
D
DO
U
B
L
E
2
x
T
O
P
P
L
A
T
E
2x
B
O
T
T
O
M
P
L
A
T
E
3/4
"
F
L
O
O
R
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
ST
R
U
C
T
U
R
A
L
C
O
L
P
E
R
PL
A
N
F
O
R
S
I
Z
E
A
N
D
RE
Q
'
D
#
O
F
S
T
U
D
S
PR
E
-
E
N
G
I
N
E
E
R
E
D
RO
O
F
T
R
U
S
S
-
S
E
E
FR
A
M
I
N
G
P
L
A
N
F
O
R
LO
C
A
T
I
O
N
&
S
P
A
C
I
N
G
NO
T
E
:
A
L
L
F
L
O
O
R
TR
U
S
S
E
S
T
O
B
E
P
.
T
.
I
F
NO
M
O
I
S
T
U
R
E
BA
R
R
I
E
R
(
F
E
L
T
P
A
P
E
R
OR
S
I
M
)
I
S
P
R
O
V
I
D
E
D
NO
T
E
:
A
L
L
F
L
O
O
R
TR
U
S
S
E
S
T
O
B
E
P
.
T
.
I
F
NO
M
O
I
S
T
U
R
E
BA
R
R
I
E
R
(
F
E
L
T
P
A
P
E
R
OR
S
I
M
)
I
S
P
R
O
V
I
D
E
D
RE
F
E
R
T
O
FO
U
N
D
A
T
I
O
N
P
L
A
N
FO
R
F
T
G
.
IN
F
O
R
M
A
T
I
O
N
1/2
"
D
I
A
.
T
H
R
E
A
D
E
D
RO
D
W
I
T
H
I
N
6
"
F
R
O
M
CO
L
;
S
E
E
B
R
G
W
A
L
L
/
2-S
T
O
R
Y
W
A
L
L
SE
C
T
I
O
N
F
O
R
M
O
R
E
IN
F
O
.
BE
A
R
I
N
G
W
A
L
L
P
E
R
PL
A
N
B
E
Y
O
N
D
CO
L
U
M
N
S
RE
F
E
R
T
O
P
L
A
N
F
O
R
BU
I
L
T
-
U
P
C
O
L
U
M
N
IN
F
O
.
BA
N
D
J
O
I
S
T
&
B
L
K
G
OR
L
V
L
G
I
R
D
E
R
PR
E
-
E
N
G
.
F
L
O
O
R
SY
S
T
E
M
-
I
F
N
O
F
L
O
O
R
SY
S
T
E
M
I
N
S
T
A
L
L
KN
E
E
W
A
L
L
&
P
R
O
V
I
D
E
SO
L
I
D
B
L
O
C
K
I
N
G
UN
D
E
R
C
O
L
U
M
N
AB
O
V
E
RE
F
E
R
T
O
P
L
A
N
F
O
R
BU
I
L
T
-
U
P
C
O
L
U
M
N
IN
F
O
.
PR
E
-
E
N
G
I
N
E
E
R
E
D
RO
O
F
T
R
U
S
S
E
S
A
T
2
4
"
O.C
.
TY
P
I
C
A
L
T
W
O
S
T
O
R
Y
C
O
L
.
@
G
I
R
D
E
R
3/4
"
=
1
'
-
0
"
TY
P
I
C
A
L
T
R
U
S
S
T
O
FR
A
M
E
C
O
N
N
E
C
T
I
O
N
.
SE
E
S
T
A
N
D
A
R
D
CO
N
N
E
C
T
O
R
N
O
T
E
S
MID
-
H
E
I
G
H
T
B
L
O
C
K
I
N
G
PE
R
B
E
A
R
I
N
G
W
A
L
L
SC
H
E
D
U
L
E
NO
T
E
:
A
L
L
F
L
O
O
R
TR
U
S
S
E
S
T
O
B
E
P
.
T
.
I
F
NO
M
O
I
S
T
U
R
E
BA
R
R
I
E
R
(
F
E
L
T
P
A
P
E
R
OR
S
I
M
)
I
S
P
R
O
V
I
D
E
D
PR
E
C
A
S
T
C
O
N
C
.
O
R
PO
W
E
R
S
S
T
E
E
L
S
I
L
L
TY
P
.
@
A
L
L
W
I
N
D
O
W
S
2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS
UN
D
E
R
W
I
N
D
O
W
S
A
N
D
GIR
D
E
R
S
:
B
L
O
C
K
SO
L
I
D
B
E
T
W
E
E
N
RI
B
B
O
N
S
w
/
S
I
M
P
S
O
N
A3
5
E
A
.
E
N
D
SIMPSON SP4 w/ (6) 10dx1-1/2" @ 24" O.C. (USESP6 @ 2x6 STUDS &SP8 @ 2x8 STUDS)
SE
E
W
S
1
0
/
S
D
5
O
R
W
S
1
1
/
S
D
5
FO
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
SE
E
P
L
A
N
F
O
R
F
L
O
O
R
TR
U
S
S
D
I
R
E
C
T
I
O
N
TWO STORY DETAILS SD5SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:
12
SE
E
P
L
A
N
F
O
R
TR
U
S
S
D
I
R
E
C
T
I
O
N
& M
O
R
E
I
N
F
O
FL
O
O
R
G
I
R
D
E
R
S
E
E
PL
A
N
F
O
R
CO
N
N
E
C
T
I
O
N
PL
Y
W
O
O
D
F
L
O
O
R
I
N
G
SE
E
F
L
O
O
R
F
R
A
M
I
N
G
PL
A
N
F
O
R
M
O
R
E
I
N
F
O
2x
B
L
O
C
K
I
N
G
w
/
(
2
)
1
2
d
TO
E
N
A
I
L
S
E
A
C
H
S
I
D
E
IF
W
A
L
L
S
H
E
A
T
H
I
N
G
I
S
ST
O
P
P
E
D
B
E
L
O
W
RO
O
F
L
I
N
E
(2
)
2
x
T
O
P
P
L
A
T
E
PR
E
E
N
G
I
N
E
E
R
E
D
TR
U
S
S
E
S
@
2
4
"
O
.
C
.
MA
X
.
P
E
R
P
L
A
N
SE
E
A
R
C
H
S
F
O
R
R
O
O
F
WA
T
E
R
P
R
O
O
F
I
N
G
A
N
D
FIN
I
S
H
TR
U
S
S
A
N
C
H
O
R
(
S
E
E
PL
A
N
)
RO
O
F
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
(2
)
2
x
H
E
A
D
E
R
S
E
E
PL
A
N
F
O
R
M
O
R
E
I
N
F
O
& C
O
N
N
E
C
T
I
O
N
S
WI
N
D
O
W
S
E
E
P
L
A
N
FO
R
L
O
C
A
T
I
O
N
2x
#
2
S
P
F
S
T
U
D
S
@
1
6
"
O.C
.
w
/
E
X
T
.
S
H
E
A
T
H
I
N
G
FR
O
M
T
O
P
O
F
W
A
L
L
T
O
BO
T
T
O
M
O
F
T
R
U
S
S
/
GIR
D
E
R
S
E
E
P
L
A
N
F
O
R
WIN
D
O
W
A
T
T
A
C
H
M
E
N
T
IN
F
O
.
I
F
W
A
L
L
SH
E
A
T
H
I
N
G
I
S
N
'
T
C
O
N
T
.
LS
T
A
1
8
S
T
R
A
P
S
A
R
E
RE
Q
'
D
F
R
O
M
S
T
U
D
S
T
O
GIR
D
E
R
B
E
L
O
W
SE
E
L
D
0
2
/
S
D
4
F
O
R
MO
R
E
I
N
F
O
I
F
TR
U
S
S
E
S
A
R
E
PA
R
A
L
L
E
L
T
O
W
A
L
L
RO
O
F
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
2x
B
A
S
E
P
L
A
T
E
W
/
1
2
d
@ 2
4
"
O
.
C
.
T
O
F
L
O
O
R
SY
S
T
E
M
B
E
L
O
W
SE
E
T
R
U
S
S
L
A
Y
O
U
T
FO
R
T
R
U
S
S
L
O
C
A
T
I
O
N
& C
O
N
N
E
C
T
I
O
N
I
N
F
O
O.H
.
PE
R
E
L
E
V
.
PE
R
P
L
A
N
TY
P
I
C
A
L
C
O
N
N
E
C
T
I
O
N
@
G
I
R
D
E
R
O
R
B
E
A
M
3/4
"
=
1
'
-
0
"
SIM
P
S
O
N
H
2
.
5
E
A
.
TR
U
S
S
2x
6
#
2
S
Y
P
C
O
N
T
.
LE
D
G
E
R
W
/
(
2
)
14"x
3
-
1
/
2
"
SD
S
W
O
O
D
S
C
R
E
W
S
@
16
"
O
.
C
.
M
A
X
.
&
3
"
FR
O
M
E
A
.
E
N
D
-
U
S
E
(3
)
S
C
R
E
W
S
F
O
R
2
4
"
O.C
.
RE
C
E
S
S
L
E
D
G
E
R
I
N
T
O
TR
U
S
S
.
V
E
R
I
F
Y
W
/
TR
U
S
S
S
H
O
P
DR
A
W
I
N
G
S
MA
S
O
N
R
Y
W
A
L
L
P
E
R
PL
A
N
2x
8
#
2
S
Y
P
P
.
T
.
S
I
L
L
PL
A
T
E
W
/
12" E
P
O
X
Y
AN
C
H
O
R
O
R
J
-
B
O
L
T
@
32
"
O
.
C
.
W
/
M
I
N
.
7
"
EM
B
E
D
M
E
N
T
&
6
"
FR
O
M
E
A
C
H
E
N
D
2x
8
#
2
S
P
F
M
I
N
S
T
U
D
S
@ 1
6
"
O
.
C
.
P
E
R
P
L
A
N
2x
4
C
O
N
T
.
W
/
(
2
)
1
2
d
NA
I
L
S
T
O
E
A
C
H
S
T
U
D
EX
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
FR
O
M
T
O
P
O
F
W
A
L
L
TO
B
O
T
T
O
M
O
F
S
I
L
L
PL
A
T
E
A
T
T
A
C
H
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
RO
O
F
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
P
E
R
N
A
I
L
I
N
G
SC
H
E
D
U
L
E
PR
E
-
E
N
G
I
N
E
E
R
E
D
TR
U
S
S
P
E
R
P
L
A
N
SIM
P
S
O
N
L
U
S
2
6
.
U
S
E
LU
S
2
6
-
2
F
O
R
2
P
L
Y
TR
U
S
S
2x
8
S
Y
P
#
2
L
E
D
G
E
R
W
/
MIN
.
(
4
)
1
6
d
N
A
I
L
S
T
O
EA
C
H
S
T
U
D
(
A
T
E
A
C
H
SID
E
O
F
G
.
T
.
U
S
E
(
4
)
16
d
N
A
I
L
S
)
SIM
P
S
O
N
H
2
.
5
E
A
.
TR
U
S
S
2x
6
#
2
S
Y
P
C
O
N
T
.
LE
D
G
E
R
W
/
(
2
)
14"x
3
-
1
/
2
"
SD
S
W
O
O
D
S
C
R
E
W
S
@
16
"
O
.
C
.
M
A
X
.
&
3
"
FR
O
M
E
A
.
E
N
D
-
U
S
E
(
3
)
SC
R
E
W
S
F
O
R
2
4
"
O
.
C
.
RE
C
E
S
S
L
E
D
G
E
R
I
N
T
O
TR
U
S
S
.
V
E
R
I
F
Y
W
/
TR
U
S
S
S
H
O
P
DR
A
W
I
N
G
S
MA
S
O
N
R
Y
W
A
L
L
P
E
R
PL
A
N
2x
4
C
O
N
T
.
W
/
(
2
)
1
2
d
NA
I
L
S
T
O
E
A
C
H
S
T
U
D
EX
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
FR
O
M
T
O
P
O
F
W
A
L
L
TO
B
O
T
T
O
M
O
F
S
I
L
L
PL
A
T
E
A
T
T
A
C
H
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
RO
O
F
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
P
E
R
N
A
I
L
I
N
G
SC
H
E
D
U
L
E
PR
E
-
E
N
G
I
N
E
E
R
E
D
TR
U
S
S
P
E
R
P
L
A
N
SIM
P
S
O
N
L
U
S
2
6
.
U
S
E
LU
S
2
6
-
2
F
O
R
2
P
L
Y
TR
U
S
S
2x
8
S
Y
P
#
2
L
E
D
G
E
R
W
/
MIN
.
(
4
)
1
6
d
N
A
I
L
S
T
O
EA
.
T
R
U
S
S
,
2
4
"
O
.
C
.
MA
X
.
(
A
T
E
A
.
S
I
D
E
O
F
G.
T
.
U
S
E
(
4
)
1
6
d
N
A
I
L
S
)
2n
d
S
T
O
R
Y
W
A
L
L
P
E
R
PL
A
N
FL
O
O
R
T
R
U
S
S
;
S
E
E
FR
A
M
I
N
G
P
L
A
N
F
O
R
DIR
E
C
T
I
O
N
A
N
D
CO
N
N
E
C
T
I
O
N
D
E
T
A
I
L
LE
D
G
E
R
@
O
P
E
N
T
O
B
E
L
O
W
3/4
"
=
1
'
-
0
"
LE
D
G
E
R
@
L
O
W
R
O
O
F
3/4
"
=
1
'
-
0
"
EX
T
.
F
I
N
I
S
H
P
E
R
AR
C
H
S
EX
T
.
F
I
N
I
S
H
P
E
R
AR
C
H
S
SH
E
A
T
H
I
N
G
P
E
R
DE
T
A
I
L
W
F
1
0
/
D
4
2x
8
#
2
S
Y
P
P
.
T
.
S
I
L
L
PL
A
T
E
w
/
1
/
2
"
E
P
O
X
Y
AN
C
H
O
R
B
O
L
T
O
R
J-B
O
L
T
W
/
M
I
N
.
7
"
EM
B
E
D
.
@
3
2
"
O
.
C
.
&
3
"
FR
O
M
E
A
.
E
N
D
SH
E
A
T
H
I
N
G
T
O
OV
E
R
L
A
P
B
O
T
T
O
M
PL
A
T
E
1
1
/
4
"
(
M
I
N
.
)
CO
N
T
.
#
5
I
N
T
I
E
B
E
A
M
2x
8
'
s
M
I
N
.
S
P
F
#
2
@
1
6
"
O.
C
.
M
A
X
(
U
.
N
.
O
.
)
MS
T
A
M
2
4
E
A
.
S
I
D
E
O
F
EA
.
S
T
U
D
T
O
W
A
L
L
BE
L
O
W
W
/
(
9
)
1
0
d
NA
I
L
S
A
N
D
(
5
)
1
/
4
"
x
2
3/4
"
T
A
P
C
O
N
S
P
E
R
ST
R
A
P
;
C
E
N
T
E
R
ST
R
A
P
B
E
T
W
E
E
N
MA
S
O
N
R
Y
W
A
L
L
A
N
D
FR
A
M
E
W
A
L
L
1x
P
T
N
A
I
L
E
R
A
S
R
E
Q
'
D
SE
E
A
R
C
H
S
F
O
R
FU
R
R
I
N
G
A
N
D
IN
T
E
R
I
O
R
F
I
N
I
S
H
MA
S
O
N
R
Y
W
A
L
L
P
E
R
PL
A
N
WA
L
L
S
P
L
I
C
E
D
E
T
A
I
L
S
1-1
/
2
"
=
1
'
-
0
"
(2
)
2
x
S
Y
P
#
2
C
O
L
U
M
N
S
ON
E
I
T
H
E
R
S
I
D
E
O
F
GIR
D
E
R
,
P
R
O
V
I
D
E
SU
F
F
I
C
I
E
N
T
R
O
O
M
FO
R
G
I
R
D
E
R
H
A
N
G
E
R
FL
A
N
G
E
.
A
T
T
A
C
H
LE
D
G
E
R
T
O
E
A
.
CO
L
U
M
N
w
/
(
4
)
1
/
4
"
x
3-
1
/
2
"
(
8
T
O
T
A
L
)
SIM
P
S
O
N
S
D
S
SC
R
E
W
S
HA
N
G
E
R
B
Y
O
T
H
E
R
S
TR
U
S
S
P
E
R
P
L
A
N
LE
D
G
E
R
P
E
R
P
L
A
N
LE
D
G
E
R
A
T
G
I
R
D
E
R
1-1
/
2
"
=
1
'
-
0
"
AT
T
A
C
H
S
H
E
A
T
H
I
N
G
TO
B
O
T
T
O
M
P
L
A
T
E
W/
(
1
)
R
O
W
8
d
N
A
I
L
S
@ 3
"
O
.
C
.
2x
8
M
I
N
.
S
P
F
#
2
@
1
6
"
O.C
.
-
S
E
E
F
R
A
M
I
N
G
PL
A
N
F
O
R
M
O
R
E
I
N
F
O
.
2x
4
B
L
O
C
K
I
N
G
BE
T
W
E
E
N
S
T
U
D
S
W
/
(2
)
1
2
d
T
O
E
N
A
I
L
S
EA
C
H
E
N
D
2x
8
#
2
S
Y
P
P
.
T
.
S
I
L
L
PL
A
T
E
W
/
1
/
2
"
E
P
O
X
Y
AN
C
H
O
R
B
O
L
T
O
R
J-B
O
L
T
W
/
M
I
N
.
7
"
EM
B
E
D
M
E
N
T
@
3
2
"
O.C
.
&
3
"
F
R
O
M
E
A
C
H
EN
D
EX
T
.
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
P
E
R
N
A
I
L
I
N
G
SC
H
E
D
U
L
E
C.M
.
U
.
W
A
L
L
P
E
R
P
L
A
N
SE
E
L
D
0
2
/
S
D
4
F
O
R
MO
R
E
I
N
F
O
.
SE
C
T
I
O
N
@
O
P
E
N
T
O
A
B
O
V
E
1"=
1
'
-
0
"
IF
S
H
E
A
T
H
I
N
G
I
S
N
O
T
CO
N
T
I
N
U
O
U
S
T
O
B
A
S
E
PL
A
T
E
,
S
P
8
T
O
P
A
N
D
BO
T
T
O
M
A
R
E
R
E
Q
'
D
2x
4
N
A
I
L
E
R
W
/
(
2
)
10
d
N
A
I
L
S
@
1
6
"
O
.
C
.
2x
4
S
T
U
D
S
@
1
6
"
O
.
C
.
1/2
"
G
Y
P
.
B
O
A
R
D
SI
M
P
S
O
N
H
1
0
A
@
EA
C
H
D
I
A
G
O
N
A
L
BR
A
C
E
AL
L
T
H
R
E
A
D
R
O
D
@ 4
8
"
O
.
C
.
;
S
E
E
FO
U
N
D
A
T
I
O
N
D
E
T
A
I
L
S
FO
R
C
O
N
N
E
C
T
I
O
N
@
BA
S
E
2x
4
B
O
T
T
O
M
P
L
A
T
E
,
CO
N
N
E
C
T
T
O
D
O
U
B
L
E
TO
P
P
L
A
T
E
W
/
1
6
d
NA
I
L
S
@
6
"
O
.
C
.
(2
)
2
x
4
T
O
P
P
L
A
T
E
2x
B
E
A
R
I
N
G
W
A
L
L
WI
T
H
R
O
O
F
L
O
A
D
2x LEDGER TO UPPERFLOOR WALL W/1/4" X 3-1/2" SIMPSONSDS SCREW @ 16" O.C.O.S.B. TO OVERLAPBOTTOM PLATE 1 1/4"(MIN.)WALL BRACING @ 48"O.C. MAX. 45° FROM HORIZONTAL (+/- 10°)BRACE NOT REQUIRED6' FROM EAVES.TRUSSES PER PLANPROVIDE 2x4 BRACETO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2)16d NAILS(5) 16d NAILS BRACE TO BLOCKINGSHEATHING CONT. TO2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE2x4 BLOCKS, (2) 16d NAILS @ EACH END.BLOCK ADJACENT BAYS @ EACHDIAGONAL AS SHOWN.FASTEN ROOFSHEATHING TOBLOCKS W/ 8d NAILS @6" O.C.
BR
A
C
I
N
G
@
2
S
T
O
R
Y
F
R
A
M
E
W
A
L
L
1"=1'-0"IF PORTIONS OF THIS WALLARE EXTERIOR, PROVIDE EXT.SHEATHING ATTACHED PERNAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEMAT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER(2) 2x HEADERSEE FLOOR PLANFOR MORE INFO SEE FOUND. PLAN FOR FTG. REQ.
A B
C DBBIF 2ND FLOOR HEADER SITS OVER 1STFLOOR HEADER CONTACT EOR TOREVIEW THREADED ROD SPACING2x P.T. BASE PLATE SEE BEARING SCHED.FOR A.B. INFO(2) 2x SPF TOPPLATES U.N.O.1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FORMORE INFO MAX 6" FROM KING STUD SEE CHART FOR REQUIRED JACKS /KINGS # OF STUDS TO MATCH BETWEEN FLOORS(2) 2x SPF TOPPLATES U.N.O.PRE-ENGINEEREDFLOOR SYSTEMKNEEWALL OR BEAM 2x STUDS SEE PLAN STUDS ABOVE ARE TOALIGN W/ STUDS BELOW A(2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO2x STUDS SEE PLANSTUDS ABOVE ARETO ALIGN W/ STUDSBELOW
2 S
T
O
R
Y
I
N
T
E
R
I
O
R
B
E
A
R
I
N
G
W
A
L
L
1"=1'-0"2x SPF BASEPLATEC DE EIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDESOLID BLOCKING WITHIN FLOOR SYSTEMUNDER 2ND STORY COLUMN LOCATION.
SE
E
P
L
A
N
2x
B
R
G
W
A
L
L
W
/
SI
M
P
S
O
N
S
P
2
@
T
O
P
&
SP
1
@
B
A
S
E
.
L
S
T
A
1
8
OR
M
T
S
1
2
M
A
Y
B
E
US
E
D
@
B
A
S
E
.
(
W
H
E
N
WA
L
L
I
S
C
O
N
T
.
B
R
G
O
N
TR
U
S
S
S
T
R
A
P
S
T
U
D
S
w/
L
S
T
A
1
8
@
1
6
"
O
.
C
.
TO
T
R
U
S
S
B
E
L
O
W
)
(2
)
2
x
B
A
S
E
P
L
A
T
E
w
/
(2
)
1
2
d
N
A
I
L
S
@
1
2
"
O.
C
.
U
S
E
S
I
M
P
S
O
N
MT
S
1
2
O
R
L
S
T
A
1
8
T
O
BL
O
C
K
I
N
G
B
E
L
O
W
.
NO
T
R
E
Q
'
D
I
F
S
T
U
D
I
S
CO
N
N
E
C
T
E
D
w
/
M
T
S
1
2
OR
L
S
T
A
1
8
(2
)
2
x
4
#
2
S
Y
P
BL
O
C
K
I
N
G
w
/
S
I
M
P
S
O
N
HU
C
2
4
-
2
E
A
C
H
E
N
D
,
US
E
(
4
)
1
0
d
&
(
2
)
1
0
d
NA
I
L
S
.
U
N
D
E
R
WIN
D
O
W
J
A
M
B
S
O
N
L
Y
2x
B
L
O
C
K
I
N
G
W
/
(
2
)
1
2
d
TO
E
N
A
I
L
S
E
A
C
H
E
N
D
LO
W
R
O
O
F
T
R
U
S
S
S
E
E
TR
U
S
S
P
L
A
N
F
O
R
CO
N
N
E
C
T
I
O
N
S
(
I
F
TR
U
S
S
I
S
C
O
N
T
.
B
R
G
ON
M
A
S
O
N
R
Y
U
S
E
ME
T
A
1
6
@
2
4
"
O
.
C
.
O
R
ON
W
O
O
D
U
S
E
H
G
A
CL
I
P
S
@
2
4
"
O
.
C
.
)
FL
O
O
R
T
R
U
S
S
P
E
R
PL
A
N
3/4
"
F
L
O
O
R
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
SE
E
P
L
A
N
LO
W
R
O
O
F
T
R
U
S
S
S
E
E
TR
U
S
S
P
L
A
N
F
O
R
CO
N
N
E
C
T
I
O
N
S
(2
)
2
x
4
#
2
S
Y
P
BL
O
C
K
I
N
G
w
/
S
I
M
P
S
O
N
HU
C
2
4
-
2
E
A
C
H
E
N
D
,
US
E
(
4
)
1
0
d
&
(
2
)
1
0
d
NA
I
L
S
.
U
N
D
E
R
WIN
D
O
W
J
A
M
B
S
U
S
E
(2
)
2
x
6
w
/
H
U
C
2
6
-
2
.
EX
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
P
E
R
N
A
I
L
I
N
G
SC
H
E
D
U
L
E
MA
S
O
N
R
Y
(
S
H
O
W
N
)
OR
W
O
O
D
W
A
L
L
P
E
R
PL
A
N
2x
B
R
G
W
A
L
L
W
/
SIM
P
S
O
N
S
P
2
@
T
O
P
&
SP
1
@
B
A
S
E
.
L
S
T
A
1
8
OR
M
T
S
1
2
M
A
Y
B
E
US
E
D
@
B
A
S
E
2x
B
L
O
C
K
I
N
G
W
/
(
2
)
1
2
d
TO
E
N
A
I
L
S
E
A
C
H
E
N
D
2x
B
A
S
E
P
L
A
T
E
W
/
(
2
)
12
d
N
A
I
L
S
@
1
2
"
O
.
C
.
SE
C
T
I
O
N
@
C
O
M
B
O
T
R
U
S
S
1/2
"
=
1
'
-
0
"
SE
C
T
I
O
N
@
R
A
I
S
E
D
H
E
E
L
T
R
U
S
S
1/2
"
=
1
'
-
0
"
FL
O
O
R
T
R
U
S
S
P
E
R
PL
A
N
MA
S
O
N
R
Y
(
S
H
O
W
N
)
OR
W
O
O
D
W
A
L
L
P
E
R
PL
A
N
3/4
"
F
L
O
O
R
S
H
E
A
T
H
I
N
G
AT
T
A
C
H
E
D
P
E
R
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:TWO STORY DETAILS SD6
3/
4
"
F
L
O
O
R
D
E
C
K
I
N
G
E
A
C
H
S
I
D
E
O
F
PA
R
T
Y
W
A
L
L
,
F
A
S
T
E
N
P
E
R
P
L
A
N
2x
S
P
F
#
2
S
T
U
D
S
@
1
6
"
O
.
C
.
P
E
R
P
L
A
N
EA
C
H
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
MID
-
P
O
I
N
T
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
ST
U
D
S
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
FIR
E
R
A
T
E
D
W
A
L
L
S
Y
S
T
E
M
P
E
R
U
L
U3
7
3
,
S
E
E
D
E
T
A
I
L
P
A
G
E
S
D
8
2x
S
T
U
D
S
@
1
6
"
O
.
C
.
P
E
R
P
L
A
N
E
A
C
H
SI
D
E
O
F
P
A
R
T
Y
W
A
L
L
LC
4'-
0
"
FIR
E
R
E
S
I
S
T
A
N
T
T
R
E
A
T
E
D
RO
O
F
S
H
E
A
T
H
I
N
G
(
N
O
P
E
N
E
T
R
A
T
I
O
N
S
)
4'-
0
"
FIR
E
R
E
S
I
S
T
A
N
T
T
R
E
A
T
E
D
RO
O
F
S
H
E
A
T
H
I
N
G
(N
O
P
E
N
E
T
R
A
T
I
O
N
S
)
1/2
"
D
R
Y
W
A
L
L
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
WA
L
L
FI
R
E
B
L
O
C
K
I
N
G
E
A
C
H
SID
E
O
F
P
A
R
T
Y
W
A
L
L
3/4
"
A
I
R
G
A
P
E
A
.
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
2"
U
S
G
S
T
E
E
L
"
C
"
-
C
H
A
N
N
E
L
S
E
A
L
A
N
T
UN
D
E
R
R
O
O
F
S
H
E
A
T
H
I
N
G
PA
R
T
Y
WA
L
L
2X
B
O
T
T
O
M
P
L
A
T
E
W
/
(
2
)
1
2
d
N
A
I
L
S
@
12
"
O
.
C
.
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
1/2
"
D
R
Y
W
A
L
L
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
WA
L
L
(2
)
2
"
C
-
C
H
A
N
N
E
L
S
C
R
E
W
E
D
B
A
C
K
T
O
BA
C
K
A
T
P
A
N
E
L
J
O
I
N
T
S
L
O
C
A
T
I
O
N
VA
R
I
E
S
(2
)
1
"
S
H
A
F
T
W
A
L
L
L
I
N
E
R
P
E
R
U
L
U
3
7
3
(S
E
E
S
H
E
E
T
S
D
8
)
A
T
T
A
C
H
T
I
G
H
T
T
O
SH
E
A
T
H
I
N
G
,
E
X
T
E
N
D
I
N
T
O
O
V
E
R
H
A
N
G
PR
E
-
E
N
G
.
FL
O
O
R
S
Y
S
T
E
M
PR
E
-
E
N
G
.
FL
O
O
R
S
Y
S
T
E
M
3/
4
"
A
I
R
G
A
P
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
WA
L
L
1/2
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
E
A
C
H
S
I
D
E
OF
P
A
R
T
Y
W
A
L
L
A
T
T
A
C
H
W
/
8
d
CO
O
L
E
R
N
A
I
L
S
@
6
"
O
.
C
.
O
N
E
D
G
E
AN
D
I
N
F
I
E
L
D
3/
4
"
F
L
O
O
R
D
E
C
K
I
N
G
F
A
S
T
E
N
P
E
R
PL
A
N
2x
S
P
F
#
2
S
T
U
D
S
@
1
6
"
O
.
C
.
P
E
R
P
L
A
N
EA
C
H
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
MI
D
-
P
O
I
N
T
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
ST
U
D
S
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
2x
S
T
U
D
S
@
1
6
"
O
.
C
.
P
E
R
P
L
A
N
E
A
C
H
SI
D
E
O
F
P
A
R
T
Y
W
A
L
L
3/8
"
T
H
R
E
A
D
E
D
R
O
D
(
U
.
N
.
O
.
)
@
3
2
"
O.C
.
&
6
"
F
R
O
M
E
A
.
E
N
D
A
N
D
W
/
I
N
6
"
FR
O
M
G
I
R
R
D
E
R
S
,
C
E
N
T
E
R
R
O
D
WIT
H
I
N
D
O
U
B
L
E
T
O
P
P
L
A
T
E
LC
4'-
0
"
FIR
E
R
E
S
I
S
T
A
N
T
T
R
E
A
T
E
D
RO
O
F
S
H
E
A
T
H
I
N
G
(
N
O
P
E
N
E
T
R
A
T
I
O
N
S
)
4'-
0
"
FIR
E
R
E
S
I
S
T
A
N
T
T
R
E
A
T
E
D
RO
O
F
S
H
E
A
T
H
I
N
G
(
N
O
P
E
N
E
T
R
A
T
I
O
N
S
)
1/2
"
D
R
Y
W
A
L
L
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
WA
L
L
1/2
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
E
A
C
H
S
I
D
E
OF
P
A
R
T
Y
W
A
L
L
A
T
T
A
C
H
W
/
8
d
CO
O
L
E
R
N
A
I
L
S
@
6
"
O
.
C
.
O
N
E
D
G
E
AN
D
I
N
F
I
E
L
D
2"
U
S
G
S
T
E
E
L
"
C
"
-
C
H
A
N
N
E
L
S
E
A
L
A
N
T
UN
D
E
R
R
O
O
F
S
H
E
A
T
H
I
N
G
FIR
E
B
L
O
C
K
I
N
G
PA
R
T
Y
WA
L
L
2X
B
O
T
T
O
M
P
L
A
T
E
W
/
(
2
)
1
2
d
N
A
I
L
S
@
12
"
O
.
C
.
1/2
"
D
R
Y
W
A
L
L
(2
)
2
"
C
-
C
H
A
N
N
E
L
S
C
R
E
W
E
D
B
A
C
K
T
O
BA
C
K
A
T
P
A
N
E
L
J
O
I
N
T
S
L
O
C
A
T
I
O
N
VA
R
I
E
S
PR
E
-
E
N
G
.
FL
O
O
R
S
Y
S
T
E
M
(2
)
1
"
S
H
A
F
T
W
A
L
L
L
I
N
E
R
P
E
R
U
L
U
3
7
3
(S
E
E
S
H
E
E
T
S
D
8
)
3/
4
"
A
I
R
G
A
P
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
WA
L
L
2x
B
O
T
T
O
M
P
L
A
T
E
CO
N
N
E
C
T
T
O
P
P
L
A
T
E
T
O
B
O
T
T
O
M
PL
A
T
E
w
/
1
/
2
"
A
L
L
T
H
R
E
A
D
R
O
D
,
TH
R
U
P
L
A
T
E
w
/
N
U
T
A
N
D
W
A
S
H
E
R
48
"
O
.
C
.
DO
U
B
L
E
T
O
P
P
L
A
T
E
E
A
C
H
S
I
D
E
O
F
PA
R
T
Y
W
A
L
L
1/2
"
N
U
T
w
/
2
"
x
2
"
x
3
/
1
6
"
S
Q
U
A
R
E
W
A
S
H
E
R
AL
T
E
R
N
A
T
E
:
S
I
M
P
S
O
N
B
P
1
/
2
-
2
S
Q
U
A
R
E
WA
S
H
E
R
W
I
T
H
S
T
A
N
D
A
R
D
C
U
T
W
A
S
H
E
R
TR
U
S
S
E
S
(
B
Y
O
T
H
E
R
S
)
LC
4'-
0
"
FIR
E
R
E
S
I
S
T
A
N
T
T
R
E
A
T
E
D
RO
O
F
S
H
E
A
T
H
I
N
G
(
N
O
P
E
N
E
T
R
A
T
I
O
N
S
)
4'-
0
"
FIR
E
R
E
S
I
S
T
A
N
T
T
R
E
A
T
E
D
RO
O
F
S
H
E
A
T
H
I
N
G
(
N
O
P
E
N
E
T
R
A
T
I
O
N
S
)
1/
2
"
D
R
Y
W
A
L
L
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
WA
L
L
FI
R
E
B
L
O
C
K
I
N
G
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
WA
L
L
2"
U
S
G
S
T
E
E
L
"
C
"
-
C
H
A
N
N
E
L
S
E
A
L
A
N
T
UN
D
E
R
R
O
O
F
S
H
E
A
T
H
I
N
G
PA
R
T
Y
WA
L
L
DO
U
B
L
E
T
O
P
P
L
A
T
E
E
A
C
H
S
I
D
E
O
F
PA
R
T
Y
W
A
L
L
(2
)
1
"
S
H
A
F
T
W
A
L
L
L
I
N
E
R
P
E
R
U
L
U
3
7
3
(S
E
E
S
H
E
E
T
S
D
8
)
A
T
T
A
C
H
T
I
G
H
T
T
O
SH
E
A
T
H
I
N
G
,
E
X
T
E
N
D
I
N
T
O
O
V
E
R
H
A
N
G
TR
U
S
S
T
O
W
A
L
L
C
O
N
N
E
C
T
I
O
N
P
E
R
CO
N
N
E
C
T
I
O
N
C
H
A
R
T
U
.
N
.
O
.
PW
0
1
PW
0
2
PW
0
6
PW
0
5
PW
0
4
LC
4'-
0
"
FIR
E
R
E
S
I
S
T
A
N
T
T
R
E
A
T
E
D
RO
O
F
S
H
E
A
T
H
I
N
G
(N
O
P
E
N
E
T
R
A
T
I
O
N
S
)
4'-
0
"
FIR
E
R
E
S
I
S
T
A
N
T
T
R
E
A
T
E
D
RO
O
F
S
H
E
A
T
H
I
N
G
(N
O
P
E
N
E
T
R
A
T
I
O
N
S
)
PA
R
T
Y
WA
L
L
1/2
"
D
R
Y
W
A
L
L
C
E
I
L
I
N
G
EA
C
H
S
I
D
E
O
F
P
A
R
T
Y
WA
L
L
RE
F
E
R
T
O
P
L
A
N
S
1s
t
F
L
O
O
R
B
R
G
H
G
T
8"
C
M
U
W
A
L
L
(1
)
#
5
F
R
O
M
F
T
G
.
T
O
T
I
E
B
E
A
M
SP
L
I
C
E
T
O
B
E
M
I
N
.
3
0
"
G
R
O
U
T
CE
L
L
S
O
L
I
D
LT
A
2
E
A
C
H
C
O
N
T
.
TR
U
S
S
T
O
C
M
U
@
2
4
"
O.C
.
FIR
E
R
A
T
E
D
W
A
L
L
SY
S
T
E
M
U
9
0
5
,
S
E
E
SH
E
E
T
S
D
8
FIR
E
R
A
T
E
D
W
A
L
L
S
Y
S
T
E
M
U3
7
3
,
S
E
E
D
E
T
A
I
L
S
D
8
PW
0
3
1/2
"
T
H
R
E
A
D
E
D
R
O
D
(
U
.
N
.
O
.
)
@
3
2
"
O.C
.
&
6
"
F
R
O
M
E
N
D
,
C
E
N
T
E
R
R
O
D
WIT
H
I
N
D
O
U
B
L
E
T
O
P
P
L
A
T
E
A
T
E
A
C
H
SI
D
E
O
F
T
H
E
P
A
R
T
Y
W
A
L
L
RE
F
E
R
T
O
P
L
A
N
S
1s
t
F
L
O
O
R
B
R
G
H
G
T
RE
F
E
R
T
O
P
L
A
N
S
1s
t
F
L
O
O
R
B
R
G
H
G
T
RE
F
E
R
T
O
P
L
A
N
S
RO
O
F
B
R
G
H
G
T
RE
F
E
R
T
O
P
L
A
N
S
RO
O
F
B
R
G
H
G
T
RE
F
E
R
T
O
P
L
A
N
S
RO
O
F
B
R
G
H
G
T
1/2
"
T
H
R
E
A
D
E
D
R
O
D
(
U
.
N
.
O
.
)
@
3
2
"
O.C
.
&
6
"
F
R
O
M
E
A
.
E
N
D
A
N
D
W
/
I
N
6
"
FR
O
M
G
I
R
R
D
E
R
S
,
C
E
N
T
E
R
R
O
D
WIT
H
I
N
D
O
U
B
L
E
T
O
P
P
L
A
T
E
E
A
C
H
SID
E
O
F
P
A
R
T
Y
W
A
L
L
2x
4
S
Y
P
#
2
C
O
N
T
.
B
L
O
C
K
I
N
G
/
R
I
B
B
O
N
W/
(
3
)
1
6
d
E
N
D
N
A
I
L
S
O
R
T
O
E
N
A
I
L
S
1/2
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
E
A
C
H
S
I
D
E
OF
P
A
R
T
Y
W
A
L
L
A
T
T
A
C
H
W
/
8
d
CO
O
L
E
R
N
A
I
L
S
@
6
"
O
.
C
.
O
N
E
D
G
E
AN
D
I
N
F
I
E
L
D
(2
)
1
"
S
H
A
F
T
W
A
L
L
L
I
N
E
R
P
E
R
U
L
U
3
7
3
(S
E
E
S
H
E
E
T
S
D
8
)
MID
-
P
O
I
N
T
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
ST
U
D
S
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
FIR
E
B
L
O
C
K
I
N
G
E
A
.
S
I
D
E
O
F
P
A
R
T
Y
WA
L
L
DO
U
B
L
E
T
O
P
P
L
A
T
E
E
A
C
H
S
I
D
E
O
F
PA
R
T
Y
W
A
L
L
W
/
(
3
)
1
2
d
T
O
E
N
A
I
L
S
T
O
EA
.
F
L
O
O
R
T
R
U
S
S
2x
4
S
Y
P
#
2
C
O
N
T
.
B
L
O
C
K
I
N
G
/
R
I
B
B
O
N
W/
(
3
)
1
6
d
E
N
D
N
A
I
L
S
O
R
T
O
E
N
A
I
L
S
2x
#
2
S
P
F
S
T
U
D
S
@
1
6
"
O
.
C
.
P
E
R
P
L
A
N
EA
C
H
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
ST
U
D
D
E
D
C
O
M
M
O
N
T
R
U
S
S
E
S
T
O
B
E
DE
S
I
G
N
E
D
W
/
1
0
0
p
l
f
L
A
T
E
R
A
L
L
O
A
D
.
MI
D
-
P
O
I
N
T
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
ST
U
D
S
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
FIR
E
B
L
O
C
K
I
N
G
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
WA
L
L
3/4
"
A
I
R
G
A
P
E
A
.
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
(2
)
1
"
S
H
A
F
T
W
A
L
L
L
I
N
E
R
P
E
R
UL
U
3
7
3
(
S
E
E
S
H
E
E
T
S
D
8
)
AT
T
A
C
H
T
I
G
H
T
T
O
S
H
E
A
T
H
I
N
G
,
EX
T
E
N
D
I
N
T
O
O
V
E
R
H
A
N
G
1/2
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
E
A
C
H
S
I
D
E
OF
P
A
R
T
Y
W
A
L
L
A
T
T
A
C
H
W
/
8
d
CO
O
L
E
R
N
A
I
L
S
@
6
"
O
.
C
.
O
N
E
D
G
E
AN
D
I
N
F
I
E
L
D
ST
U
D
D
E
D
C
O
M
M
O
N
T
R
U
SS
E
S
T
O
B
E
DE
S
I
G
N
E
D
W
/
1
0
0
p
l
f
L
A
T
E
R
A
L
L
O
A
D
SIM
P
S
O
N
A
3
5
@
2
4
"
O
.
C
.
1
2
"
F
R
O
M
E
N
D
OF
T
R
U
S
S
E
A
.
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
SI
M
P
S
O
N
A
3
5
@
2
4
"
O
.
C
.
A
N
D
1
2
"
FR
O
M
E
N
D
O
F
T
R
U
S
S
TR
U
S
S
T
O
W
A
L
L
C
O
N
N
E
C
T
I
O
N
P
E
R
CO
N
N
E
C
T
I
O
N
C
H
A
R
T
U
.
N
.
O
.
2x
#
2
S
P
F
S
T
U
D
S
@
1
6
"
O
.
C
.
P
E
R
P
L
A
N
EA
C
H
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
2x
S
P
F
#
2
S
T
U
D
S
@
1
6
"
O
.
C
.
P
E
R
P
L
A
N
EA
C
H
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
MID
-
P
O
I
N
T
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
ST
U
D
S
E
A
C
H
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
3/4
"
A
I
R
G
A
P
E
A
.
S
I
D
E
O
F
P
A
R
T
Y
W
A
L
L
1/2
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
E
A
C
H
S
I
D
E
OF
P
A
R
T
Y
W
A
L
L
A
T
T
A
C
H
W
/
8
d
CO
O
L
E
R
N
A
I
L
S
@
6
"
O
.
C
.
O
N
E
D
G
E
AN
D
I
N
F
I
E
L
D
FIR
E
R
A
T
E
D
W
A
L
L
S
Y
S
T
E
M
P
E
R
U
L
U3
7
3
,
S
E
E
D
E
T
A
I
L
P
A
G
E
S
D
8
FIR
E
R
A
T
E
D
W
A
L
L
S
Y
S
T
E
M
P
E
R
U
L
U3
7
3
,
S
E
E
D
E
T
A
I
L
P
A
G
E
S
D
8
FIR
E
R
A
T
E
D
W
A
L
L
S
Y
S
T
E
M
P
E
R
U
L
U3
7
3
,
S
E
E
D
E
T
A
I
L
P
A
G
E
S
D
8
FIR
E
R
A
T
E
D
W
A
L
L
S
Y
S
T
E
M
P
E
R
U
L
U3
7
3
,
S
E
E
D
E
T
A
I
L
P
A
G
E
S
D
8
DO
U
B
L
E
T
O
P
P
L
A
T
E
E
A
C
H
S
I
D
E
O
F
PA
R
T
Y
W
A
L
L
W
/
(
3
)
1
2
d
T
O
E
N
A
I
L
S
T
O
EA
.
F
L
O
O
R
T
R
U
S
S
1/2
"
T
H
R
E
A
D
E
D
R
O
D
(
U
.
N
.
O
.
)
@
5
6
"
O.C
.
6
"
F
R
O
M
E
N
D
S
,
C
E
N
T
E
R
R
O
D
WIT
H
I
N
D
O
U
B
L
E
T
O
P
P
L
A
T
E
A
T
E
A
C
H
SI
D
E
O
F
P
A
R
T
Y
W
A
L
L
1/2
"
N
U
T
w
/
2
"
x
2
"
x
3
/
1
6
"
S
Q
U
A
R
E
W
A
S
H
E
R
.
AL
T
E
R
N
A
T
E
:
S
I
M
P
S
O
N
B
P
1
/
2
-
2
S
Q
U
A
R
E
WA
S
H
E
R
W
I
T
H
S
T
A
N
D
A
R
D
C
U
T
W
A
S
H
E
R
1/
2
"
N
U
T
w
/
2
"
x
2
"
x
3
/
1
6
"
S
Q
U
A
R
E
WA
S
H
E
R
.
A
L
T
E
R
N
A
T
E
:
S
I
M
P
S
O
N
BP
1
/
2
-
2
S
Q
U
A
R
E
W
A
S
H
E
R
W
I
T
H
ST
A
N
D
A
R
D
C
U
T
W
A
S
H
E
R
1/2
"
N
U
T
w
/
2
"
x
2
"
x
3
/
1
6
"
S
Q
U
A
R
E
WA
S
H
E
R
.
A
L
T
E
R
N
A
T
E
:
S
I
M
P
S
O
N
BP
1
/
2
-
2
S
Q
U
A
R
E
W
A
S
H
E
R
W
I
T
H
ST
A
N
D
A
R
D
C
U
T
W
A
S
H
E
R
1/2
"
T
H
R
E
A
D
E
D
R
O
D
(
U
.
N
.
O
.
)
@
5
6
"
O
.
C
.
6"
F
R
O
M
E
N
D
S
,
C
E
N
T
E
R
R
O
D
W
I
T
H
I
N
DO
U
B
L
E
T
O
P
P
L
A
T
E
A
T
E
A
C
H
S
I
D
E
W
I
T
H
PA
R
A
L
E
L
L
R
O
O
F
T
R
U
S
S
T
O
P
A
R
T
Y
W
A
L
L
DO
U
B
L
E
T
O
P
P
L
A
T
E
E
A
C
H
S
I
D
E
O
F
PA
R
T
Y
W
A
L
L
1/2
"
T
H
R
E
A
D
E
D
R
O
D
(
U
.
N
.
O
.
)
@
5
6
"
O.C
.
6
"
F
R
O
M
E
N
D
,
C
E
N
T
E
R
R
O
D
WIT
H
I
N
D
O
U
B
L
E
T
O
P
P
L
A
T
E
.
N
U
T
A
N
D
WA
S
H
E
R
R
E
Q
U
I
R
E
D
A
T
1
S
T
F
L
O
O
R
DO
U
B
L
E
T
O
P
P
L
A
T
E
.
S
E
E
B
E
A
R
I
N
G
WA
L
L
S
C
H
E
D
U
L
E
F
O
R
M
O
R
E
I
N
F
O
SI
M
P
S
O
N
H
2
.
5
T
R
U
S
S
T
O
W
A
L
L
1/2
"
T
H
R
E
A
D
E
D
R
O
D
(
U
.
N
.
O
.
)
@
5
6
"
O.C
.
6
"
F
R
O
M
E
N
D
,
C
E
N
T
E
R
R
O
D
WIT
H
I
N
D
O
U
B
L
E
T
O
P
P
L
A
T
E
.
N
U
T
A
N
D
WA
S
H
E
R
R
E
Q
U
I
R
E
D
A
T
1
S
T
F
L
O
O
R
DO
U
B
L
E
T
O
P
P
L
A
T
E
.
S
E
E
B
E
A
R
I
N
G
WA
L
L
S
C
H
E
D
U
L
E
F
O
R
M
O
R
E
I
N
F
O
SIM
P
S
O
N
H
2
.
5
T
R
U
S
S
T
O
W
A
L
L
PARTY WALL DETAILS SD7SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439
2x
8
S
P
F
#
2
ST
U
D
S
@
1
6
"
O.C
.
U
.
N
.
O
.
,
w
/
BA
T
T
IN
S
U
L
A
T
I
O
N
(2
)
1
"
G
Y
P
S
U
M
L
I
N
E
R
PA
N
E
L
S
,
S
E
E
U
37
3
,
SH
E
E
T
S
D
8
2"
S
T
E
E
L
H
-
S
E
C
T
I
O
N
ST
U
D
2
4
"
O
.
C
.
M
A
X
.
LC
PA
R
T
Y
WA
L
L
1/2
"
D
R
Y
W
A
L
L
2x
4
S
P
F
#
2
ST
U
D
S
@
1
6
"
O
.
C
.
U.N
.
O
.
,
w
/
B
A
T
T
IN
S
U
L
A
T
I
O
N
3/
4
"
A
I
R
G
A
P
BO
T
H
S
I
D
E
S
O
F
PA
R
T
Y
W
A
L
L
4'-
0
"
,
M
I
N
.
FI
R
E
R
E
T
A
R
D
A
N
T
SH
E
A
T
H
I
N
G
4
8
"
A
S
S
H
O
W
N
AD
J
A
C
E
N
T
T
O
2
n
d
F
L
O
O
R
PA
R
T
Y
W
A
L
L
,
T
Y
P
.
@
2
n
d
FL
O
O
R
P
A
R
T
Y
W
A
L
L
S
4'-0", MIN.
4'-
0
"
,
M
I
N
.
FIR
E
R
E
T
A
R
D
A
N
T
S
H
E
A
T
H
I
N
G
2"
S
T
E
E
L
C
-
S
E
C
T
I
O
N
R
U
N
N
E
R
PW
1
1
2x
S
P
F
#
2
S
T
U
D
S
@
16
"
O
.
C
.
U
.
N
.
O
.
,
w
/
BA
T
T
I
N
S
U
L
A
T
I
O
N
CO
N
N
E
C
T
S
T
U
D
S
T
O
F
L
O
O
R
SY
S
T
E
M
B
E
L
O
W
P
E
R
F
L
O
O
R
FR
A
M
I
N
G
N
O
T
E
S
.
TO
P
P
L
A
T
E
S
H
O
U
L
D
IN
T
E
R
S
E
C
T
I
N
T
O
A
D
J
A
C
E
N
T
PA
R
T
Y
W
A
L
L
2x
S
P
F
#
2
S
T
U
D
S
@
16
"
O
.
C
.
U
.
N
.
O
.
,
w
/
BA
T
T
I
N
S
U
L
A
T
I
O
N
(2
)
1
"
G
Y
P
S
U
M
LI
N
E
R
P
A
N
E
L
S
,
SE
E
U
3
7
3
,
SH
E
E
T
S
D
8
2"
S
T
E
E
L
H-S
E
C
T
I
O
N
S
T
U
D
24
"
O
.
C
.
M
A
X
.
2"
S
T
E
E
L
C-
S
E
C
T
I
O
N
RU
N
N
E
R
8"
C
M
U
B
L
O
C
K
WA
L
L
F
I
N
I
S
H
PE
R
S
P
E
C
S
LC
PA
R
T
Y
WA
L
L
FU
R
R
I
N
G
FO
R
C
O
N
T
.
DR
Y
W
A
L
L
PW
0
9
SE
E
M
D
0
3
/
S
D
2
2x
S
P
F
#
2
ST
U
D
S
@
1
6
"
O.C
.
U
.
N
.
O
.
,
w
/
BA
T
T
IN
S
U
L
A
T
I
O
N
(2
)
1
"
G
Y
P
S
U
M
L
I
N
E
R
PA
N
E
L
S
,
S
E
E
U
3
7
3
SH
E
E
T
S
D
8
2"
S
T
E
E
L
H
-
S
E
C
T
I
O
N
ST
U
D
2
4
"
O
.
C
.
M
A
X
.
2"
S
T
E
E
L
C
-
S
E
C
T
I
O
N
RU
N
N
E
R
8"
C
M
U
B
L
O
C
K
WA
L
L
F
I
N
I
S
H
PE
R
S
P
E
C
S
LC
PA
R
T
Y
WA
L
L
PW
0
8
SE
E
M
D
0
3
/
S
D
2
IN
T
E
R
I
O
R
W
A
L
L
FR
A
M
I
N
G
3/4
"
A
I
R
S
P
A
C
E
2"
H
-
S
T
U
D
2"
C
-
T
R
A
C
K
EX
T
E
R
I
O
R
WA
L
L
F
R
A
M
I
N
G
1/
2
'
D
R
Y
W
A
L
L
LC
PA
R
T
Y
WA
L
L
FIR
E
R
E
T
A
R
D
A
N
T
SH
E
A
T
H
I
N
G
4
8
"
A
S
S
H
O
W
N
AD
J
.
T
O
2
n
d
F
L
O
O
R
P
A
R
T
Y
WA
L
L
,
T
Y
P
.
@
2
n
d
F
L
O
O
R
PA
R
T
Y
W
A
L
L
S
4'-
0
"
M
I
N
.
4'-
0
"
M
I
N
.
(2
)
1
"
G
Y
P
S
U
M
L
I
N
E
R
PA
N
E
L
S
,
S
E
E
U
37
3
O
N
SH
E
E
T
S
D
8
PW
1
0
2x
S
P
F
#
2
S
T
U
D
S
@
16
"
O
.
C
.
U
.
N
.
O
.
,
w
/
BA
T
T
I
N
S
U
L
A
T
I
O
N
DO
U
B
L
E
T
O
P
P
L
A
T
E
T
O
B
E
C
O
N
T
.
AT
T
H
I
S
S
E
C
T
I
O
N
O
R
C
O
N
T
R
A
C
T
O
R
TO
H
A
V
E
S
I
M
P
S
O
N
M
S
T
C
4
0
S
T
R
A
P
CE
N
T
E
R
E
D
A
N
D
N
A
I
L
E
D
T
O
T
O
P
PL
A
T
E
S
P
L
I
C
E
OVERHANG LENGTH1 1/2"1 1/2"2" USG C-RUNNER W/ CUTFLANGES SHOWN WITH (3) 11/4" TYPE "W" OR "S" SCREWS AT FRAME AND (3) 3/16" DIA. X2" TAPCONS AT MASONRY
A-
A
EL
E
V
A
T
I
O
N
SE
C
T
I
O
N
A
-
A
2"
U
S
G
C
-
R
U
N
N
E
R
S
W
/
3
/
8
"
T
Y
P
E
"S
"
P
A
N
H
E
A
D
S
C
R
E
W
S
W
/
F
I
R
E
RE
T
A
R
D
A
N
T
S
E
A
L
A
N
T
U
N
D
E
R
RO
O
F
S
H
E
A
T
H
I
N
G
0.0
6
3
"
U
S
G
A
L
U
M
I
N
U
M
AN
G
L
E
C
L
I
P
S
W
/
3
/
8
"
T
Y
P
E
"S
"
P
A
N
H
E
A
D
S
C
R
E
W
S
T
O
SH
E
E
T
R
O
C
K
A
N
D
1
1
/
4
"
TY
P
E
"
W
"
O
R
"
S
"
S
C
R
E
W
S
T
O
PL
A
T
E
P
L
A
C
E
A
T
E
A
C
H
E
N
D
AN
D
A
N
D
8
"
O
/
C
E
A
C
H
F
A
C
E
EXTEND THE (2) LAYERS OF 1" THICK USG GYP.WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFITAREA
PR
O
F
I
L
E
O
F
R
O
O
F
T
R
U
S
S
B
E
Y
O
N
D
RO
O
F
S
H
E
A
T
H
I
N
G
T
Y
P
.
2x
6
S
U
B
-
F
A
S
C
I
A
FIRE RATED ROOF SHEATHING PER PLAN 4FT EACH SIDE 1/2" HIGH STRENGTH OR 5/8"GYP WB NAILED ORSCREWED EXTEND THE (2) LAYERS OF 1" THICK USG GYP. WALLBD.LINER PANELS OF 2-HR.WALL INTO SOFFIT AREA BATT INSULATION SEE TYP.EXT. WD. FRAME WALLSECTION 1/2" GYPSUM WALLBOARDSEE TYP. EXT. WD. FRAME WALL SECTION
TY
P
.
2
x
-
W
D
.
F
R
A
M
E
.
EX
T
.
B
R
G
.
W
A
L
L
P
E
R
PL
A
N
TY
P
.
E
X
T
E
R
I
O
R
F
I
N
I
S
H
AN
D
E
X
T
.
S
H
E
A
T
H
I
N
G
SE
E
T
Y
P
.
E
X
T
.
W
D
.
FR
A
M
E
W
A
L
L
S
E
C
T
I
O
N
TRUSS OVERHANG EA. SIDE3/4" AIR SPACE
PW
1
2
PRE-ASSEMBLED PANEL WITH STRAPPING PER PLAN
LO
O
S
E
T
O
P
P
L
A
T
E
I
S
IN
S
T
A
L
L
E
D
I
N
F
I
E
L
D
(S
E
E
S
E
P
A
R
A
T
E
D
E
T
A
I
L
)
WA
L
L
S
H
E
A
T
H
I
N
G
AN
D
N
A
I
L
I
N
G
P
E
R
WF
1
0
/
S
D
4
1" MIN. SHEATHING EXTENDS FOR NAILING
PA
N
E
L
S
A
R
E
"
P
R
E
-
A
S
S
E
M
B
L
E
D
"
I
N
T
H
E
S
H
O
P
F
R
O
M
IN
F
O
R
M
A
T
I
O
N
S
P
E
C
I
F
I
E
D
O
N
P
L
A
N
S
S
E
A
L
E
D
B
Y
T
H
E
EN
G
I
N
E
E
R
O
F
R
E
C
O
R
D
,
A
N
D
A
R
E
N
O
T
I
N
T
E
N
D
E
D
T
O
BE
A
N
E
N
G
I
N
E
E
R
E
D
P
R
O
D
U
C
T
.
MA
T
E
R
I
A
L
S
S
I
Z
E
S
A
N
D
G
R
A
D
E
S
,
D
I
M
E
N
S
I
O
N
S
,
CO
N
N
E
C
T
I
O
N
S
,
F
A
S
T
E
N
I
N
G
S
,
E
T
C
.
A
R
E
A
L
L
A
S
SP
E
C
I
F
I
E
D
B
Y
E
N
G
I
N
E
E
R
O
F
R
E
C
O
R
D
F
O
R
T
H
E
ST
R
U
C
T
U
R
E
.
TH
E
O
N
L
Y
D
E
V
I
A
T
I
O
N
S
F
R
O
M
P
L
A
N
S
S
E
A
L
E
D
B
Y
T
H
E
EN
G
I
N
E
E
R
O
F
R
E
C
O
R
D
A
R
E
S
H
O
W
N
O
N
T
H
I
S
D
E
T
A
I
L
SH
E
E
T
.
TH
I
S
I
N
F
O
R
M
A
T
I
O
N
I
S
S
U
B
J
E
C
T
T
O
R
E
V
I
E
W
A
N
D
AC
C
E
P
T
A
N
C
E
B
Y
E
N
G
I
N
E
E
R
O
F
R
E
C
O
R
D
S
.
TO
P
P
L
A
T
E
D
E
T
A
I
L
A
T
C
O
R
N
E
R
N.T
.
S
VE
R
T
I
C
A
L
P
A
N
E
L
S
P
L
I
C
E
D
E
T
A
I
L
N.T
.
S
.
DE
T
A
I
L
@
T
O
P
O
F
P
A
N
E
L
N.T
.
S
.
TO
P
P
L
A
T
E
S
P
L
I
C
E
/
A
T
T
A
C
H
M
E
N
T
D
E
T
A
I
L
N.T.S.
VE
R
I
T
I
C
A
L
P
A
N
E
L
S
P
L
I
C
E
D
E
T
A
I
L
N.T
.
S
.
VE
R
I
T
I
C
A
L
P
A
N
E
L
S
P
L
I
C
E
D
E
T
A
I
L
N.T
.
S
.
NO
T
U
S
E
D
8" MAX.
(2) -10d @ 3" O.C.48" PAST SPLICE EACH WAY
8"
M
A
X
.
(2
)
-
1
0
d
@
3
"
O
.
C
.
4
8
"
PA
S
T
S
P
L
I
C
E
E
A
C
H
W
A
Y
B
B
A A
NO
T
E
:
S
H
E
A
T
H
I
N
G
NO
T
S
H
O
W
N
NO
T
E
:
S
H
E
A
T
H
I
N
G
NO
T
S
H
O
W
N
(2
)
R
O
W
S
1
0
d
N
A
I
L
S
@
3
"
O.
C
.
(
P
A
N
E
L
T
O
P
A
N
E
L
)
WA
L
L
S
H
E
A
T
H
I
N
G
PE
R
W
F
1
0
/
S
D
4
NA
I
L
I
N
G
P
E
R
(W
F
1
0
/
S
D
4
)
WA
L
L
S
H
E
A
T
H
I
N
G
AN
D
N
A
I
L
I
N
G
P
E
R
P
L
A
N
CO
L
U
M
N
P
L
I
E
S
NA
I
L
E
D
P
E
R
(W
F
0
8
/
S
D
3
)
2-10d NAILS EITHER SIDE OF PANEL SPLICE
TO
P
P
L
A
T
E
N
A
I
L
I
N
G
A
T
S
P
L
I
C
E
LO
C
A
T
I
O
N
S
P
E
R
(
W
F
0
7
/
S
D
4
)
1'-0" MIN. DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE℄ TOP ⅊ SPLICE
(2
)
-
1
0
d
N
A
I
L
S
F
R
O
M
PL
A
T
E
T
O
E
A
C
H
ST
U
D
@
C
O
R
N
E
R
FR
A
M
I
N
G
B
E
L
O
W
IN
S
T
A
L
L
F
I
E
L
D
IN
S
T
A
L
L
E
D
T
O
P
PL
A
T
E
P
E
R
(W
F
0
7
/
S
D
4
)
(2
)
-
1
0
d
N
A
I
L
S
F
R
O
M
PL
A
T
E
T
O
E
A
C
H
ST
U
D
@
C
O
R
N
E
R
FR
A
M
I
N
G
B
E
L
O
W
℄ P
A
N
E
L
S
P
L
I
C
E
W
/
MA
X
1
/
8
"
G
A
P
BE
T
W
E
E
N
P
A
N
E
L
S
WA
L
L
S
H
E
A
T
H
I
N
G
S
H
A
L
L
RU
N
C
O
N
T
I
N
U
O
U
S
F
R
O
M
EA
C
H
W
A
L
L
F
A
C
E
T
O
CO
R
N
E
R
M
A
X
1
/
8
"
G
A
P
BE
T
W
E
E
N
S
H
E
A
T
H
I
N
G
WA
L
L
S
H
E
A
T
H
I
N
G
SH
A
L
L
R
U
N
CO
N
T
I
N
U
O
U
S
F
R
O
M
EA
C
H
W
A
L
L
F
A
C
E
T
O
CO
R
N
E
R
M
A
X
1
/
8
"
G
A
P
BE
T
W
E
E
N
S
H
E
A
T
H
I
N
G
(2
)
R
O
W
S
1
0
d
N
A
I
L
S
@
3
"
O.
C
.
E
A
C
H
F
A
C
E
O
F
CO
R
N
E
R
A
S
D
R
A
W
N
.
AL
T
E
R
N
A
T
E
R
O
W
S
A
S
RE
Q
U
I
R
E
D
N
O
T
T
O
CR
O
S
S
N
A
I
L
WA
L
L
S
H
E
A
T
H
I
N
G
PE
R
W
F
1
0
/
S
D
4
2x WALL FRAMING PERPLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PERWP01/SD7)℄ PANEL SPLICE W/MAX 1/8" GAPBETWEEN PANELS 2x TOP PLATEPER PLAN(TYP)
2x
W
A
L
L
F
R
A
M
I
N
G
P
E
R
PL
A
N
O
R
S
O
L
I
D
C
O
L
U
M
N
AT
P
A
N
E
L
S
P
L
I
C
E
LO
C
A
T
I
O
N
S
ATTACH ALL STUDS TOPAND BOTTOM W/ (3) 12 dNAILS (TOE OR ENDNAILED)NAIL FIELD INSTALLED TOPPLATE TO PRE ASSEMBLEDWALL PANEL W/ (2) 10d NAILS @8" O.C. (FOLLOW NAILINGREQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS)
IN
S
T
A
L
L
F
I
E
L
D
IN
S
T
A
L
L
E
D
T
O
P
PL
A
T
E
P
E
R
(W
F
0
7
/
S
D
4
)
IN
S
T
A
L
L
F
I
E
L
D
IN
S
T
A
L
L
E
D
T
O
P
PL
A
T
E
P
E
R
(W
F
0
7
/
S
D
4
)
IN
S
T
A
L
L
F
I
E
L
D
IN
S
T
A
L
L
E
D
T
O
P
PL
A
T
E
P
E
R
(W
F
0
7
/
S
D
4
)
3"
3"
WA
L
L
S
H
E
A
T
H
I
N
G
PE
R
W
F
1
0
/
S
D
4
WA
L
L
S
H
E
A
T
H
I
N
G
PE
R
W
F
1
0
/
S
D
4
WA
L
L
S
H
E
A
T
H
I
N
G
SH
A
L
L
R
U
N
CO
N
T
I
N
U
O
U
S
F
R
O
M
EA
C
H
W
A
L
L
F
A
C
E
TO
C
O
R
N
E
R
M
A
X
1/8
"
G
A
P
B
E
T
W
E
E
N
SH
E
A
T
H
I
N
G
(1
)
R
O
W
S
1
0
d
N
A
I
L
S
@
3
"
O.C
.
E
A
C
H
F
A
C
E
O
F
CO
R
N
E
R
A
S
D
R
A
W
N
.
AL
T
E
R
N
A
T
E
R
O
W
S
A
S
RE
Q
U
I
R
E
D
N
O
T
T
O
CR
O
S
S
N
A
I
L
(2
)
R
O
W
S
1
0
d
N
A
I
L
S
@
3
"
O.
C
.
(
P
A
N
E
L
T
O
P
A
N
E
L
)
SD8SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
CI
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
ATES,LLCisstrictlyprohibited.MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:PARTY WALL DETAILS
2X
8
P
.
T
.
S
P
F
#
2
(
M
I
N
.
)
LE
T
-
I
N
F
A
S
T
E
N
T
O
SL
A
B
U
S
I
N
G
M
I
N
.
(
4
)
14"
X 3
"
E
V
E
N
L
Y
SP
A
C
E
D
TA
P
C
O
N
S
@
M
I
N
.
E
N
D
DIS
T
A
N
C
E
O
F
1
-
1
/
2
"
A
A
2x
1
2
S
T
R
I
N
G
E
R
S
O
N
E
ON
E
A
C
H
S
I
D
E
A
N
D
ON
E
@
M
I
D
-
S
P
A
N
(2
)
2
X
B
E
A
M
P
E
R
SC
H
E
D
U
L
E
@
E
N
D
O
F
LA
N
D
I
N
G
F
O
R
ST
R
I
N
G
E
R
S
T
O
CO
N
N
E
C
T
T
O
.
B
E
A
M
TO
B
E
A
R
D
I
R
E
C
T
L
Y
O
N
BU
I
L
T
U
P
C
O
L
U
M
N
BE
L
O
W
.
SE
E
P
L
A
N
F
O
R
D
E
P
T
H
OF
L
A
N
D
I
N
G
SEE TABLE FOR MAX
WIDTH OF LANDING
SE
E
A
R
C
H
S
.
F
O
R
M
A
X
.
RIS
E
O
F
S
T
E
P
S
A
N
D
MIN
.
T
R
E
A
D
D
E
P
T
H
2x
J
O
I
S
T
(
P
.
T
.
I
F
AT
T
A
C
H
I
N
G
T
O
MA
S
O
N
R
Y
W
A
L
L
)
C
O
N
T
LE
D
G
E
R
w
/
(
3
)
1
6
d
NA
I
L
S
@
1
6
"
O
.
C
.
M
A
X
.
TO
E
A
C
H
S
T
U
D
.
(
(
2
)
1
/
4
"
x 3
1
/
2
"
T
I
T
E
N
S
@
1
6
"
O.C
.
M
A
X
.
F
O
R
MA
S
O
N
R
Y
W
A
L
L
)
SE
E
P
L
A
N
F
O
R
MA
S
O
N
R
Y
W
A
L
L
O
R
WO
O
D
W
A
L
L
A3
5
@
E
A
.
S
T
R
I
N
G
E
R
TO
L
A
N
D
I
N
G
3/
4
"
O
.
S
.
B
.
W
/
8
d
N
A
I
L
S
@
3
"
O
.
C
.
T
O
P
A
N
D
BO
T
T
O
M
C
H
O
R
D
MI
N
.
(
3
)
2
x
S
Y
P
#
2
ST
U
D
S
R
E
Q
'
D
@
E
N
D
OF
L
A
N
D
I
N
G
W
/
M
I
N
.
(
6
)
16
d
N
A
I
L
S
F
R
O
M
LE
D
G
E
R
T
O
S
T
U
D
PA
C
K
(2
)
2
x
B
E
A
M
P
E
R
SC
H
E
D
U
L
E
R
E
Q
'
D
@
EN
D
O
F
L
A
N
D
I
N
G
F
O
R
ST
R
I
N
G
E
R
S
T
O
CO
N
N
E
C
T
T
O
.
B
E
A
M
TO
B
E
A
R
D
I
R
E
C
T
L
Y
O
N
BU
I
L
T
U
P
C
O
L
U
M
N
S
BE
L
O
W
ST
A
N
D
A
R
D
(
3
)
2
X
1
2
SY
P
#
2
S
T
R
I
N
G
E
R
S
W
/
SIM
P
S
O
N
A
3
4
/
A
3
5
CL
I
P
T
O
F
L
O
O
R
SY
S
T
E
M
&
L
A
N
D
I
N
G
FR
A
M
I
N
G
3/4
"
P
L
Y
W
O
O
D
O
R
O
S
B
SH
E
A
T
H
I
N
G
O
V
E
R
LA
N
D
I
N
G
A
T
T
A
C
H
E
D
PE
R
G
E
N
E
R
A
L
F
L
O
O
R
CO
N
S
T
R
U
C
T
I
O
N
NO
T
E
S
2x
J
O
I
S
T
S
P
E
R
SC
H
E
D
U
L
E
@
L
A
N
D
I
N
G
@ 1
6
"
O
.
C
.
W
/
S
I
M
P
S
O
N
A3
5
O
R
L
U
S
2
6
H
A
N
G
E
R
ON
E
A
C
H
S
I
D
E
2x
J
O
I
S
T
(
P
.
T
.
I
F
AT
T
A
C
H
I
N
G
T
O
MA
S
O
N
R
Y
W
A
L
L
)
C
O
N
T
LE
D
G
E
R
w
/
(
3
)
1
6
d
NA
I
L
S
@
1
6
"
O
.
C
.
M
A
X
.
TO
E
A
C
H
S
T
U
D
.
(
(
2
)
1
/
4
"
x 3
1
/
2
"
T
I
T
E
N
S
@
1
6
"
O.C
.
M
A
X
.
F
O
R
MA
S
O
N
R
Y
W
A
L
L
)
2x
1
2
S
T
R
I
N
G
E
R
S
O
N
E
ON
E
A
C
H
S
I
D
E
A
N
D
ON
E
@
M
I
D
-
S
P
A
N
BA
S
E
P
L
A
T
E
AT
T
A
C
H
E
D
P
E
R
P
L
A
N
WO
O
D
O
R
M
A
S
O
N
R
Y
WA
L
L
S
E
E
P
L
A
N
F
O
R
MO
R
E
I
N
F
O
BE
A
M
/
J
O
I
S
T
S
R
E
Q
U
I
R
E
M
E
N
T
A
T
L
A
N
D
I
N
G
1.
B
A
S
E
D
O
N
M
I
N
.
T
R
E
A
D
D
E
P
T
H
O
F
1
0
"
A
N
D
M
A
X
.
R
I
S
E
R
H
E
I
G
H
T
O
F
7
-
3
/
4
"
2.
I
F
H
E
I
G
H
T
F
A
L
L
S
I
N
B
E
T
W
E
E
N
V
A
L
U
E
S
R
O
U
N
D
U
P
T
O
N
E
A
R
E
S
T
H
E
I
G
H
T
3.
(
1
)
2
x
1
2
B
E
A
M
I
S
R
E
Q
U
I
R
E
D
A
T
T
H
E
O
U
T
S
I
D
E
F
A
C
E
O
F
T
H
E
L
A
N
D
I
N
G
F
O
R
S
T
R
I
N
G
E
R
A
T
T
A
C
H
M
E
N
T
S
.
S
E
E
C
H
A
R
T
F
O
R
M
I
N
.
S
I
Z
E
O
F
I
N
S
I
D
E
B
E
A
M
.
N
A
I
L
(
2
)
P
L
Y
B
E
A
M
T
O
G
E
T
H
E
R
U
S
I
N
G
(
2
)
1
2
d
N
A
I
L
S
A
T
4
"
O
.
C
.
4.
B
E
A
M
T
O
B
E
A
R
O
N
S
U
P
P
O
R
T
C
O
L
U
M
N
W
/
(
3
)
1
6
d
T
O
E
N
A
I
L
S
(
B
L
O
C
K
S
O
L
I
D
U
N
D
E
R
B
E
A
M
S
L
E
S
S
T
H
A
N
2
x
1
2
)
(3
)
2
x
1
2
(2
)
2
x
1
2
8'-
0
"
6'-
0
"
B
B
16
"
O
.
C
.
MA
X
12
'
-
0
"
(2
)
2
x
1
2
(2
)
2
x
1
2
6'-
0
"
6'-
0
"
MA
S
O
N
R
Y
W
A
L
L
O
R
FR
A
M
E
W
A
L
L
B
E
Y
O
N
D
SI
M
P
S
O
N
A
3
5
CO
N
N
E
C
T
I
O
N
S
PL
Y
W
O
O
D
S
H
E
A
T
H
I
N
G
OV
E
R
L
A
N
D
I
N
G
AT
T
A
C
H
E
D
P
E
R
GE
N
E
R
A
L
F
L
O
O
R
CO
N
S
T
R
U
C
T
I
O
N
NO
T
E
S
MIN
.
(
3
)
2
x
4
S
P
F
#
2
CO
L
U
M
N
2x
A
T
T
A
C
H
E
D
T
O
ST
R
I
N
G
E
R
A3
5
C
O
N
N
E
C
T
I
O
N
I-J
O
I
S
T
P
E
R
F
R
A
M
I
N
G
PL
A
N
W
/
S
Q
U
A
S
H
BL
O
C
K
O
R
BE
A
M
/
F
L
O
O
R
T
R
U
S
S
PE
R
P
L
A
N
HE
I
G
H
T
O
F
S
T
A
I
R
S
AT
L
A
N
D
I
N
G
BE
A
M
(#
2
S
Y
P
)
JO
I
S
T
S
(#
2
S
Y
P
)
MA
X
W
I
D
T
H
OF
L
A
N
D
I
N
G
(3
)
2
x
1
2
11
'
-
0
"
2
x
8
2
x
6
2
x
8
2
x
6
10
'
-
0
"
(3
)
2
x
1
2
2
x
8
2
x
6
9'-
0
"
(2
)
2
x
1
2
7'-
0
"
(3
)
2
x
1
2
2
x
1
2
2
x
8
8'-
0
"
(2
)
2
x
1
2
7'-
0
"
(3
)
2
x
1
2
2
x
8
2
x
8
7'-
0
"
(2
)
2
x
1
2
7'-
0
"
(3
)
2
x
1
2
2
x
1
2
2
x
8
6'-
0
"
(2
)
2
x
1
2
8'-
0
"
2
x
8
5'-
0
"
O
R
L
E
S
S
(2
)
2
x
1
2
9'-
0
"
2
x
8
8'-
0
"
8'-
0
"
9'-
0
"
9'-
0
"
9'-
0
"
2x
J
O
I
S
T
L
E
D
G
E
R
(
P
.
T
.
IF
A
T
T
A
C
H
I
N
G
T
O
MA
S
O
N
R
Y
W
A
L
L
)
BE
A
M
@
E
N
D
O
F
LA
N
D
I
N
G
P
E
R
SC
H
E
D
U
L
E
A3
4
@
E
A
.
S
T
R
I
N
G
E
R
TO
L
A
N
D
I
N
G
(3
)
1
6
d
T
O
E
N
A
I
L
S
2x
6
V
E
R
T
I
C
A
L
@
6
'
-
0
"
O.C
.
M
I
N
.
A
N
D
@
A
N
Y
OP
E
N
I
N
G
W
/
I
N
HA
N
D
R
A
I
L
KN
E
E
W
A
L
L
2x
4
#
2
S
P
F
S
T
U
D
S
@ 2
4
"
O
.
C
.
NO
T
C
H
S
I
L
L
P
L
A
T
E
FO
R
V
E
R
T
I
C
A
L
2x
L
-
B
R
A
C
E
W
/
1
2
d
NA
I
L
S
@
4
"
O
.
C
.
312"
N.T
.
S
.
SE
E
A
R
C
H
P
L
A
N
MA
X
.
4
'
-
0
"
A
B
O
V
E
F
L
O
O
R
2x
4
S
I
L
L
P
L
A
T
E
W
/
(
2
)
10
d
N
A
I
L
S
@
4
"
O
.
C
.
(N
O
T
C
H
E
D
@
2
x
6
VE
R
T
I
C
A
L
L
O
C
A
T
I
O
N
S
)
.
2x
6
V
E
R
T
I
C
A
L
A
N
D
L-B
R
A
C
E
@
6
'
-
0
"
O
.
C
.
&
@ A
N
Y
O
P
E
N
I
N
G
2x4 CONT. TOP PLATE ATTACH TOP PLATE TOSTUDS W/ (2) 16d TOENAILS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORINGTO ALLOW VERTICALTO SLIDE DOWN TOFACE OF TRUSS ATTACH 2x6 VERTICAL TO TRUSS W/ (3) 14" x 3"SDS WOOD SCREWSEQUALLYSPACED/CENTERED INTRUSS TO OUTSIDEFACE OF TRUSS SEE ARCH PLANMAX. 4'-0" ABOVE FLOOR
N.T
.
S
.
312"
2x
4
C
O
N
T
.
T
O
P
P
L
A
T
E
AT
T
A
C
H
T
O
P
P
L
A
T
E
T
O
ST
U
D
S
W
/
(
2
)
1
6
d
T
O
E
NA
I
L
S
2x
4
#
2
S
P
F
S
T
U
D
S
@
24
"
O
.
C
.
W
/
(
2
)
1
2
d
TO
E
N
A
I
L
S
B
O
T
T
O
M
NO
T
C
H
S
I
L
L
A
N
D
PL
Y
W
O
O
D
F
L
O
O
R
I
N
G
TO
A
L
L
O
W
V
E
R
T
I
C
A
L
TO
S
L
I
D
E
D
O
W
N
T
O
FA
C
E
O
F
T
R
U
S
S
AT
T
A
C
H
2
x
6
V
E
R
T
I
C
A
L
TO
T
R
U
S
S
W
/
(
3
)
14" x
3
"
SD
S
W
O
O
D
S
C
R
E
W
S
EQ
U
A
L
L
Y
SP
A
C
E
D
/
C
E
N
T
E
R
E
D
I
N
TR
U
S
S
T
O
O
U
T
S
I
D
E
FA
C
E
O
F
T
R
U
S
S
TRUSS SEE PLAN2x6 VERTICAL ANDL-BRACE @ 6'-0" O.C. &@ ANY OPENING2x4 SILL PLATE W/ (2)10d NAILS @ 4" O.C.(NOTCHED @ 2x6VERTICAL LOCATIONS).3 1/2"2x4 CONT. TOP PLATE(ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @24" O.C. EVERY OTHERSTUD TO BEATTACHED TO TRUSSBELOW (OTHERWISEATTACH W/ (2) 12d TOENAILS @ BOTTOM)2x4 SILL PLATE W/ (2)16d TOE NAIL EA.CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSSW/ (2) 14"x3" SDSSCREWS EQUALLYSPACED & CENTEREDIN TRUSSNOTCH FLOOR SHEATHING TO ACCOMMODATE 2x
4'-0" MAX WIDTH OF LANDING
4'-
0
"
M
A
X
WI
D
T
H
O
F
L
A
N
D
I
N
G
2x
J
O
I
S
T
(
P
.
T
.
I
F
AT
T
A
C
H
I
N
G
T
O
MA
S
O
N
R
Y
W
A
L
L
)
C
O
N
T
LE
D
G
E
R
w
/
(
3
)
1
6
d
NA
I
L
S
@
1
6
"
O
.
C
.
M
A
X
.
TO
E
A
C
H
S
T
U
D
.
(
(
2
)
1
/
4
"
x 3
1
/
2
"
T
I
T
E
N
S
@
1
6
"
O.C
.
M
A
X
.
F
O
R
MA
S
O
N
R
Y
W
A
L
L
)
2x
J
O
I
S
T
S
@
L
A
N
D
I
N
G
@ 1
6
"
O
.
C
.
W
/
S
I
M
P
S
O
N
A3
5
O
R
L
U
S
2
6
H
A
N
G
E
R
ON
E
A
C
H
S
I
D
E
ST
A
N
D
A
R
D
(
3
)
2
X
1
2
ST
R
I
N
G
E
R
S
W
/
SI
M
P
S
O
N
A
3
5
/
A
3
4
CL
I
P
T
O
F
L
O
O
R
SY
S
T
E
M
&
L
A
N
D
I
N
G
FR
A
M
I
N
G
ST
A
N
D
A
R
D
(
3
)
2
X
1
2
ST
R
I
N
G
E
R
S
W
/
SIM
P
S
O
N
A
3
4
C
L
I
P
T
O
FL
O
O
R
S
Y
S
T
E
M
(1
)
2
x
1
2
(1
)
2
x
8
4'-
0
"
2
x
6
(1
)
2
x
1
2
(1
)
2
x
8
4'-
0
"
2
x
6
(1
)
2
x
1
2
(1
)
2
x
8
4'-
0
"
2
x
6
(1
)
2
x
1
2
(1
)
2
x
8
5'-
0
"
2
x
6
(1
)
2
x
1
2
(1
)
2
x
8
5'-
0
"
2
x
6
(1
)
2
x
1
2
(1
)
2
x
8
5'-
0
"
2
x
6
(1
)
2
x
1
2
(1
)
2
x
8
5'-
0
"
2
x
6
(1
)
2
x
1
2
(1
)
2
x
8
6'-
0
"
2
x
6
MID
S
P
A
N
B
L
O
C
K
I
N
G
TO
M
A
T
C
H
J
O
I
S
T
DE
P
T
H
W
/
(
3
)
1
0
d
TO
E
N
A
I
L
S
E
A
C
H
E
N
D
2x
J
O
I
S
T
P
E
R
SC
H
E
D
U
L
E
PE
N
D
I
N
G
L
A
N
D
I
N
G
HE
I
G
H
T
A
N
D
P
L
A
N
LA
Y
O
U
T
.
H
E
A
D
E
R
WIT
H
I
N
S
U
P
P
O
R
T
WA
L
L
C
O
U
L
D
B
E
RE
Q
U
I
R
E
D
.
S
E
E
P
L
A
N
FO
R
R
E
Q
U
I
R
E
D
HE
A
D
E
R
A
N
D
SU
P
P
O
R
T
IN
F
O
R
M
A
T
I
O
N
.
LIN
E
U
P
2
x
J
O
I
S
T
I
N
LIN
E
W
I
T
H
M
I
D
D
L
E
2x
1
2
S
T
R
I
N
G
E
R
T
O
B
E
UT
I
L
I
Z
E
D
A
S
B
L
O
C
K
I
N
G
HE
I
G
H
T
O
F
L
A
N
D
I
N
G
PE
R
F
L
O
O
R
P
L
A
N
ST
R
I
N
G
E
R
S
T
O
B
E
NO
T
C
H
E
D
A
T
L
A
N
D
I
N
G
(2
)
2
x
B
E
A
M
P
E
R
SC
H
E
D
U
L
E
R
E
Q
'
D
@
EN
D
O
F
L
A
N
D
I
N
G
F
O
R
ST
R
I
N
G
E
R
S
T
O
CO
N
N
E
C
T
T
O
.
B
E
A
M
TO
B
E
A
R
D
I
R
E
C
T
L
Y
O
N
BU
I
L
T
U
P
C
O
L
U
M
N
S
BE
L
O
W
MI
N
.
(
3
)
2
x
S
Y
P
#
2
ST
U
D
S
R
E
Q
'
D
@
E
N
D
OF
L
A
N
D
I
N
G
W
/
M
I
N
.
(
6
)
16
d
N
A
I
L
S
F
R
O
M
LE
D
G
E
R
T
O
S
T
U
D
PA
C
K
MID
S
P
A
N
B
L
O
C
K
I
N
G
TO
M
A
T
C
H
J
O
I
S
T
DE
P
T
H
W
/
(
3
)
1
0
d
TO
E
N
A
I
L
S
E
A
C
H
E
N
D
6"
M
I
N
.
1'-0"
CL
10
"
M
I
N
.
36" MIN. FINISH
HA
N
D
R
A
I
L
C
O
N
N
E
C
T
I
O
N
A
T
F
L
O
O
R
T
R
U
S
S
E
S
3/4
"
=
1
'
-
0
"
GE
N
.
S
T
A
I
R
A
N
D
L
A
N
D
I
N
G
F
R
A
M
I
N
G
D
E
T
A
I
L
S
3/4
"
=
1
'
-
0
"
2x
4
C
O
N
T
.
T
O
P
P
L
A
T
E
AT
T
A
C
H
T
O
P
P
L
A
T
E
T
O
ST
U
D
S
2
/
(
2
)
1
6
d
T
O
E
NA
I
L
S
SL
I
C
E
C
U
T
P
L
Y
W
O
O
D
FL
O
O
R
I
N
G
F
O
R
S
T
R
A
P
2x
4
#
2
S
P
F
S
T
U
D
S
@
24
"
O
.
C
.
W
/
(
2
)
1
2
d
TO
E
N
A
I
L
S
B
O
T
T
O
M
2x
4
#
2
S
P
F
S
I
L
L
P
L
A
T
E
W/
(
2
)
1
0
d
N
A
I
L
S
@
4
"
O.C
.
(2
)
S
I
M
P
S
O
N
L
S
T
A
2
4
ST
R
A
P
(
1
E
A
.
S
I
D
E
O
F
ST
U
D
)
E
V
E
R
Y
4
8
"
O
.
C
.
FL
O
O
R
B
E
A
M
S
E
E
PL
A
N
GUARDRAILS AND HANDRAILS, INCLUDING IN-FILL COMPONENTS,SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSFAND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 ANDTABLE R301.5 (FBC 5TH EDITION)SHEET TITLEDATEDESCRIPTIONREV.
CO
P
Y
R
I
G
H
T
M
C
D
2
0
1
6
:
T
h
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
i
n
t
h
i
s
d
o
c
u
m
e
n
t
i
s
c
o
p
y
r
i
g
h
t
e
d
a
n
d
i
s
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
.
A
n
y
u
s
e
,
d
u
p
l
i
c
a
t
i
o
n
,
o
r
t
r
a
n
s
f
e
r
o
f
t
h
e
s
e
d
o
c
u
m
e
n
t
s
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
e
d
,
w
r
i
t
t
e
n
c
o
n
s
e
nt
o
f
M
O
N
T
A
C
O
N
S
U
L
T
I
N
G
&
D
E
S
I
G
N
,
O
F
W
M
R
&
A
S
S
O
C
I
A
T
E
S
,
L
L
C
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
.
MONTA CONSULTING & DESIGN PROJECTTAYLOR MORRISON THORNBROOKE TOWNHOMES 8-UNIT BUILDING - MASTER FILE 133 N. WHITE CEDAR ROAD STRUCTURAL ENG:QC CHECK:JOB No.SCALE:DATE:RG TM-2141196 AS INDICATED 01-18-17NL / CCMCDBLDG DESIGN:DRAFTING:RLB/MR-DESIGN:-STRUCT:EACertification No. 10-243 OF WMR AND ASSOCIATES, LLC CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DR., STE. 100 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 681-1917 www.montaconsulting.comCertification No. 10-243 ARN C B D C NATIONAL COUNCIL OF BUILDING DESIGNERCERTIFICATION I B D THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WIND LOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, PROVISIONS OF CHAPTER 3, AND COMPLIES WITH ALL OTHER PROVISIONS OF THE FLORIDA BUILDING CODE 5th EDITION (2014) -RESIDENTIAL BRYAN E. DAHLKE, P.E.FLORIDA LIC. No. 81439 SHEET:ST1GENERAL STAIR DETAILS