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UON. HOLE DIAMETER SHALL BE NO GREATER
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HING OUT WITH WIRE BOTTLE BRUSH AND
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. HOLES SHALL NOT BE PLACED WITHIN
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.
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.
P
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FL
O
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(
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)
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(
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:
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3
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C APARTMENTSCARMEL, INDIANA client logo revision dates333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:49:30 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S0.1STRUCTURALGENERAL NOTES & DESIGN CRITERIAAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C APARTMENTSCARMEL, INDIANA client logo revision dates333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:49:35 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S0.2STRUCTURALGENERAL NOTES & DESIGN CRITERIAAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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d
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(
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g
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l
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o
p
(
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f
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L
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l
A
,
B
a
n
d
C
Q
u
a
l
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t
y
As
s
u
r
a
n
c
e
:
1.
V
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r
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f
y
c
o
m
p
l
i
a
n
c
e
w
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t
h
a
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p
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n
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n
P
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d
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L
e
v
e
l
B
Q
u
a
l
i
t
y
A
s
s
u
r
a
n
c
e
:
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e
r
i
f
i
c
a
t
i
o
n
o
f
f
'
m
a
n
d
f
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C
p
r
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r
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c
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n
s
t
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c
t
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o
n
Te
s
t
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g
b
y
u
n
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t
s
t
r
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n
g
t
h
m
e
t
h
o
d
or
p
r
i
s
m
t
e
s
t
m
e
t
h
o
d
Periodic
(C
)
L
e
v
e
l
C
Q
u
a
l
i
t
y
A
s
s
u
r
a
n
c
e
:
1.
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e
r
i
f
i
c
a
t
i
o
n
o
f
f
'
m
a
n
d
f
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n
s
t
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n
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e
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,
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t
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t
h
o
d
or
p
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m
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d
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2.
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f
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c
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f
p
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m
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t
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r
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t
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s
s
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g
gr
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t
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n
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t
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t
h
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r
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h
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n
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l
f
-
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l
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d
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t
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d
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n
s
p
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c
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C
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n
t
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n
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s
3.
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e
r
i
f
y
p
l
a
c
e
m
e
n
t
o
f
m
a
s
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n
r
y
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t
s
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e
l
d
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n
s
p
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c
t
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o
n
P
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r
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o
d
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c
(D
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L
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l
s
B
a
n
d
C
Q
u
a
l
i
t
y
As
s
u
r
a
n
c
e
:
1.
V
e
r
i
f
i
c
a
t
i
o
n
o
f
S
l
u
m
p
F
l
o
w
a
n
d
Vi
s
u
a
l
S
t
a
b
i
l
i
t
y
I
n
d
e
x
(
V
S
I
)
o
f
se
l
f
-
c
o
n
s
o
l
i
d
a
t
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n
g
g
r
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u
t
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s
de
l
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v
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r
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d
t
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t
h
e
p
r
o
j
e
c
t
Fi
e
l
d
t
e
s
t
i
n
g
C
o
n
t
i
n
u
o
u
s
2.
V
e
r
i
f
y
c
o
m
p
l
i
a
n
c
e
w
i
t
h
a
p
p
r
o
v
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d
su
b
m
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t
t
a
l
s
Fi
e
l
d
i
n
s
p
e
c
t
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o
n
P
e
r
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o
d
i
c
3.
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e
r
i
f
y
p
r
o
p
o
r
t
i
o
n
s
o
f
s
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t
e
-
m
i
x
e
d
mo
r
t
a
r
,
g
r
o
u
t
a
n
d
p
r
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s
t
r
e
s
s
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n
g
gr
o
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t
f
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r
b
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n
d
e
d
t
e
n
d
o
n
s
Fi
e
l
d
I
n
s
p
e
c
t
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o
n
P
e
r
i
o
d
i
c
4.
V
e
r
i
f
y
g
r
a
d
e
,
t
y
p
e
,
a
n
d
s
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z
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o
f
re
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n
f
o
r
c
e
m
e
n
t
a
n
d
a
n
c
h
o
r
b
o
l
t
s
,
an
d
p
r
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s
t
r
e
s
s
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n
g
t
e
n
d
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n
s
a
n
d
an
c
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r
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s
Fi
e
l
d
I
n
s
p
e
c
t
i
o
n
P
e
r
i
o
d
i
c
5.
V
e
r
i
f
y
c
o
n
s
t
r
u
c
t
i
o
n
o
f
m
o
r
t
a
r
jo
i
n
t
s
Fi
e
l
d
I
n
s
p
e
c
t
i
o
n
P
e
r
i
o
d
i
c
6.
V
e
r
i
f
y
p
l
a
c
e
m
e
n
t
o
f
re
i
n
f
o
r
c
e
m
e
n
t
,
c
o
n
n
e
c
t
o
r
s
,
a
n
d
pr
e
s
t
r
e
s
s
i
n
g
t
e
n
d
o
n
s
a
n
d
an
c
h
o
r
a
g
e
s
Fi
e
l
d
I
n
s
p
e
c
t
i
o
n
L
e
v
e
l
B
-
P
e
r
i
o
d
i
c
Level C - Continuous
7.
V
e
r
i
f
y
g
r
o
u
t
s
p
a
c
e
p
r
i
o
r
t
o
Fi
e
l
d
I
n
s
p
e
c
t
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o
n
L
e
v
e
l
B
-
P
e
r
i
o
d
i
c
g
r
o
u
t
i
n
g
Level C - Continuous
8.
V
e
r
i
f
y
p
l
a
c
e
m
e
n
t
o
f
g
r
o
u
t
a
n
d
pr
e
s
t
r
e
s
s
i
n
g
g
r
o
u
t
f
o
r
b
o
n
d
e
d
te
n
d
o
n
s
Fi
e
l
d
I
n
s
p
e
c
t
i
o
n
C
o
n
t
i
n
u
o
u
s
9.
V
e
r
i
f
y
s
i
z
e
a
n
d
l
o
c
a
t
i
o
n
o
f
st
r
u
c
t
u
r
a
l
m
a
s
o
n
r
y
e
l
e
m
e
n
t
s
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e
l
d
I
n
s
p
e
c
t
i
o
n
P
e
r
i
o
d
i
c
10
.
V
e
r
i
f
y
t
y
p
e
,
s
i
z
e
,
a
n
d
l
o
c
a
t
i
o
n
of
a
n
c
h
o
r
s
,
i
n
c
l
u
d
i
n
g
d
e
t
a
i
l
s
o
f
an
c
h
o
r
a
g
e
o
f
m
a
s
o
n
r
y
t
o
s
t
r
u
c
t
u
r
a
l
me
m
b
e
r
s
,
f
r
a
m
e
s
,
o
r
o
t
h
e
r
co
n
s
t
r
u
c
t
i
o
n
.
Fi
e
l
d
i
n
s
p
e
c
t
i
o
n
L
e
v
e
l
B
-
P
e
r
i
o
d
i
c
Level C - Continuous
11
.
V
e
r
i
f
y
w
e
l
d
i
n
g
o
f
r
e
i
n
f
o
r
c
e
m
e
n
t
(s
e
e
1
7
0
5
.
2
.
2
)
Fi
e
l
d
i
n
s
p
e
c
t
i
o
n
C
o
n
t
i
n
u
o
u
s
12
.
V
e
r
i
f
y
p
r
e
p
a
r
a
t
i
o
n
,
co
n
s
t
r
u
c
t
i
o
n
,
a
n
d
p
r
o
t
e
s
t
i
o
n
o
f
ma
s
o
n
r
y
d
u
r
i
n
g
c
o
l
d
w
e
a
t
h
e
r
(t
e
m
p
e
r
a
t
u
r
e
b
e
l
o
w
4
0
oF)
o
r
h
o
t
we
a
t
h
e
r
(
t
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m
p
e
r
a
t
u
r
e
a
b
o
v
e
9
0
oF)
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e
l
d
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n
s
p
e
c
t
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o
n
P
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r
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o
d
i
c
13
.
V
e
r
i
f
y
a
p
p
l
i
c
a
t
i
o
n
a
n
d
me
a
s
u
r
e
m
e
n
t
o
f
p
r
e
s
t
r
e
s
s
i
n
g
fo
r
c
e
Fi
e
l
d
I
n
s
p
e
c
t
i
o
n
C
o
n
t
i
n
u
o
u
s
14
.
V
e
r
i
f
y
p
l
a
c
e
m
e
n
t
o
f
A
A
C
ma
s
o
n
r
y
u
n
i
t
s
a
n
d
c
o
n
s
t
r
u
c
t
i
o
n
o
f
th
i
n
-
b
e
d
m
o
r
t
a
r
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C APARTMENTSCARMEL, INDIANA client logo revision dates333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:49:37 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S0.3SCHEDULE OF SPECIAL INSPECTIONSAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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7
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d
a
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s
1.
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m
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l
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s
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d
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s
1.
O
b
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2.
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a
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(
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)
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p
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3
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3
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F
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d
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s
1.
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q
u
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F
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b
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c
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(
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C APARTMENTSCARMEL, INDIANA client logo revision dates333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:49:39 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S0.4SCHEDULE OF SPECIAL INSPECTIONSAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
UNIT A6-8 G=716N=652
UNIT B1-2 G=1275N=1212
UNIT B2-2G=1105N=1042 CLUB/LEASINGG= 8,298 sfCLUB/LEASINGG= 8,298 sfUNIT A1-3 G=794 N=727 UNIT B5-1G=1024N=961
UN
I
T
C
2
-
2
G=1
6
2
3
N=15
5
9
UN
I
T
C
2
-
2
G=1
6
2
3
N=1
5
5
9
UN
I
T
C
2
-
2
G=16
2
3
N=1
5
5
9
UNIT C1-3G=1703N=1528 UNIT A5-2G=794N=734
UN
I
T
A
2
-
2
G=7
5
7
N=6
9
2
UN
I
T
A
2
-
2
G=7
5
7
N=6
9
2
UN
I
T
A
2
-
2
G=7
5
7
N=6
9
2
UN
I
T
A
1
-
2
H
C
G=8
0
0
N=7
2
9
UNIT A1-2 G=800 N=729
UN
I
T
A
1
-
2
G=8
0
0
N=7
2
9
UNIT A1-2 G=800N=729
UNIT A1-2 G=800N=729
UN
I
T
A
1
-
2
G=8
0
0
N=7
2
9
UNIT A1-2G=800N=729
UNIT A1-2G=800N=729
UN
I
T
A
1
-
2
G=8
0
0
N=7
2
9
UNIT A1-2 G=800N=729 UNIT A1-2G=800N=729
UNIT A1-2 G=800N=729
UN
I
T
A
1
-
2
G=8
0
0
N=7
2
9
UN
I
T
B
4
-
2
G=1
6
4
9
N=1
4
6
7
UN
I
T
B
4
-
2
G=1
6
4
9
N=1
4
6
7
G=1082 N=1018
G=1081N=1017
UNIT A6-7 G=703N=654UNIT A6-6G=703N=642
UNIT A6-5HCG=717N=653
UNIT A6-5 G=717 N=653
UN
I
T
A
6
-
5
G=7
1
7
N=6
5
3
UNIT A6-5 G=717 N=653UNIT A6-5 G=717N=653UNIT A6-5 G=717 N=653
UNIT A6-5 G=717N=653UNIT A6-5G=717N=653
UNIT A6-4 G=N=678
UNIT B1-5G=1155N=1091
UNIT B1-5 G=1155N=1091
UNIT B1-5G=1155N=1091
UNIT B1-5 G=1155N=1091
UNIT B1-5G=1155N=1091
UNIT B1-5 G=1155N=1091
UNIT B1-5 G=1155 N=1091
UN
I
T
B
1
-
5
G=1
1
5
5
N=1
0
9
1
UNIT B1-5G=1155N=1091 UNIT B1-5 G=1155N=1091 UNIT B1-5G=1155N=1091 UNIT B1-5G=1155N=1091
UN
I
T
B
1
-
5
G=1
1
5
5
N=1
0
9
1
UN
I
T
B
1
-
5
G=1
1
5
5
N=1
0
9
1
UN
I
T
B
1
-
5
G=1
1
5
5
N=1
0
9
1
UN
I
T
B
1
-
5
G=1
1
5
5
N=1
0
9
1
UN
I
T
B
1
-
5
G=1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
5
G=1
1
5
5
N=1
0
9
1
UN
I
T
B
1
-
4
G=1
1
6
0
N=1
0
9
7
UN
I
T
B
1
-
4
G=1
1
6
0
N=1
0
9
7
UNIT B1-4 G=1160 N=1097
UNIT A4-1
G=981
N=888
UNIT A3-1
G=988
N=895
UNIT A6-8 G=716N=652
UNIT B1-2 G=1275N=1212
UNIT B2-2G=1105N=1042 CLUB/LEASINGG= 8,298 sfCLUB/LEASINGG= 8,298 sfUNIT A1-3 G=794 N=727 UNIT B5-1G=1024N=961
UN
I
T
C
2
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2
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6
2
3
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5
9
UN
I
T
C
2
-
2
G=1
6
2
3
N=1
5
5
9
UN
I
T
C
2
-
2
G=16
2
3
N=1
5
5
9
UNIT C1-3G=1703N=1528 UNIT A5-2G=794N=734
UN
I
T
A
2
-
2
G=7
5
7
N=6
9
2
UN
I
T
A
2
-
2
G=7
5
7
N=6
9
2
UN
I
T
A
2
-
2
G=7
5
7
N=6
9
2
UN
I
T
A
1
-
2
H
C
G=8
0
0
N=7
2
9
UNIT A1-2 G=800 N=729
UN
I
T
A
1
-
2
G=8
0
0
N=7
2
9
UNIT A1-2 G=800N=729
UNIT A1-2 G=800N=729
UN
I
T
A
1
-
2
G=8
0
0
N=7
2
9
UNIT A1-2G=800N=729
UNIT A1-2G=800N=729
UN
I
T
A
1
-
2
G=8
0
0
N=7
2
9
UNIT A1-2 G=800N=729 UNIT A1-2G=800N=729
UNIT A1-2 G=800N=729
UN
I
T
A
1
-
2
G=8
0
0
N=7
2
9
UN
I
T
B
4
-
2
G=1
6
4
9
N=1
4
6
7
UN
I
T
B
4
-
2
G=1
6
4
9
N=1
4
6
7
UNIT B2-6 HC G=1082 N=1018
UNIT B2-6 G=1081N=1017
UNIT A6-7 G=703N=654UNIT A6-6G=703N=642
UNIT A6-5HCG=717N=653
UNIT A6-5 G=717 N=653
UN
I
T
A
6
-
5
G=7
1
7
N=6
5
3
UNIT A6-5 G=717 N=653UNIT A6-5 G=717N=653UNIT A6-5 G=717 N=653
UNIT A6-5 G=717N=653UNIT A6-5G=717N=653
UNIT A6-4 G=N=678
UNIT B1-5G=1155N=1091
UNIT B1-5 G=1155N=1091
UNIT B1-5G=1155N=1091
UNIT B1-5 G=1155N=1091
UNIT B1-5G=1155N=1091
UNIT B1-5 G=1155N=1091
UNIT B1-5 G=1155 N=1091
UN
I
T
B
1
-
5
G=1
1
5
5
N=1
0
9
1
UNIT B1-5G=1155N=1091 UNIT B1-5 G=1155N=1091 UNIT B1-5G=1155N=1091 UNIT B1-5G=1155N=1091
UN
I
T
B
1
-
5
G=1
1
5
5
N=1
0
9
1
UN
I
T
B
1
-
5
G=1
1
5
5
N=1
0
9
1
UN
I
T
B
1
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5
G=1
1
5
5
N=1
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1
UN
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B
1
-
5
G=1
1
5
5
N=1
0
9
1
UN
I
T
B
1
-
5
G=1
1
5
5
N=
1
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9
1
UN
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T
B
1
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5
G=1
1
5
5
N=1
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9
1
UN
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B
1
-
4
G=1
1
6
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N=1
0
9
7
UN
I
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B
1
-
4
G=1
1
6
0
N=1
0
9
7
UNIT B1-4 G=1160 N=1097
UNIT A4-1
G=981
N=888
UNIT A3-1
G=988
N=895
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SEE DETAIL 1/S4.A1
SEE DETAIL 1/S4.A1
SEE DETAIL 1/S4.H1
SEE DETAIL 1/S4.B1
SEE DETAIL 1/S4.B1
SEE DETAIL 1/S4.C1
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SEE DETAIL 1/S4.F1
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SEE DETAIL 1/S4.G1 SEE DETAIL 1/S4.H1 FOUNDATION PLAN NOTES:1) SLAB ON GRADE &FOUNDATIONS/TURNDOWNS INDICATED ARE DESIGNED BASED ON A CONVENTIONAL 4" NW CONCRETE SLAB. SEE PLAN AND 1/S5.1 FOR SLAB JOINT LAYOUTAND DETAILING.2) THIS FOUNDATION PLAN ASSUMES THE TRUSSES ARE FRAMED AS SHOWN HEREIN.THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER AND GENERAL CONTRACTOR OF ANY ADDITIONAL BEARING REQUIREMENTS PRIOR TO FOUNDATION CONSTRUCTION.3) ELEVATIONS ARE BASED ON LEVEL 1 T/SLAB DATUM EL OF 0'-0" (ACTUAL ELEVATION = 864'-0"). SEE PLAN FOR TOP OF SLAB ELEVATIONS AND SLAB STEPS/RAMPS. COORD. w/ARCH &CIVIL DRAWINGS FOR ACTUAL ELEVATIONS. SW###4) DENOTES SHEARWALL PER SCHEDULE 2/S7.1 5) FOR DESIGN CRITERIA AND GENERAL NOTES,SEE SHEET S0.01.6) FOR ELEVATIONS, WALL SECTIONS AND DIMENSIONS, SEE ARCHITECTURAL.7) FOR REINFORCEMENT AT FOOTING CORNERS,SEE DETAIL 4/S5.18) FOR PIPE PENETRATIONS AT FOOTINGS, SEE DETAIL 2 & 3/S5.1.9) FOR BRICK LINTEL, SEE DETAIL 3/S6.1.10) S DENOTES STEP IN WALL FOOTING, SEE 5/S6.1.11)FOR REINF AT WALL CORNERS, SEE 10/S5.1.12)F#.# & WF#.# DENOTE FTG TYPE, SEE SECTIONS, DETAILS AND FOOTING SCHEDULE SHOWN ON SHEET S5.2.13) SLAB SLOPES AT RAMPS AND DRAINS SHALL BE COORDINATED WITH ARCH PRIOR TO SLAB ON GRADE CONSTRUCTION.14)PROVIDE 5 STUDS AT TERRACE BEAM BEARINGLOCATIONS. STRAP BEAM TO STUDS w/5-CS22 STRAPS. STRAP STUDS ABOVE TO STUD BELOW WITH 5-CS22 STRAPS AT FLOORWALLS. PROVIDE SOLID BLOCKING WITH FLOORSYSTEM ATTACH AT BASE TO CONCRETE ORFTG w/DTT2Z HOLDDOWN.E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:50:06 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
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8/6/2015 4:50:35 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S3.2SECOND FLOOR FRAMING PLAN -OVERALLAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:50:56 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S3.3THIRD FLOOR FRAMING PLAN -OVERALLAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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8/6/2015 4:51:22 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
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8/6/2015 4:51:42 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
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-
5
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
ABCEFGHC.6D.2D.3D.9E.4F.2F.5G.1 1234
5
7
8
3.53.6
4.
2
4.
3
4.
9
6.
4
7.
3
7.
7
Z.1Z.4
D.
1
SEE DETAIL 1/S4.H1
SEE DETAIL 1/S4.B1
16
'
-
3
1
/
4
"
8'
-
1
3
/
4
"
11
'
-
9
1
/
8
"
11
'
-
5
3
/
8
"
13'-11 5/8"15'-5 7/8"3'-1 1/4"24'-5"15'-0 7/8"8'-2"9'-10"15'-6"3'-1 3/4"Z.3 Z.2D.5
4.
5
1 S8
.
1
_____
_
_
_
_
_
_
1 S8.2___________
2 S8
.
2
_____
_
_
_
_
_
_
4 S8
.
2
_____
_
_
_
_
_
_
5 S8.1___________2 S8
.
1
_____
_
_
_
_
_
_
3 S8
.
2
_____
_
_
_
_
_
_
F9.0(2'-0")12"x12"F6.5(2'-0")10"x10"10"x10"F6.5(2'-0")13"x13"F7.0(2'-0")12"x12"F9.0(2'-0")
10.5"x10
.5"
F7.
0(2'-0")10.5"x10.5"F7.0(2'-0")12"x12"F9.0(2'-0")
12"x12"
F9.
0(2'-0")
10.5"x10
.5"
F7.
0(2'-0")
10"x10"
F6.
5(2'-0")
18"x18"
18"x18"
10.5"x10
.5"
F7.
0(2'-0")
F7.
0(2'-0")
F7.0(0")
12"x12"
12"x12"
F9.
0(2'-0")
F9.
0(2'-0")
13"x13"
F10.0(2'-0")
12"x12"
F9.
0(0")
1 0.5"x10.5"
F 7.0(2'-0")
10"x10"
F6.
5(2'-0")
10.5"x10
.5"
F7.
0(2'-0")
13"x13"
F9.
0(2'-0")
13"x13"
F7.
0(2'-0")
13"x13"F6.5(2'-0")13"x13"F6.5(2'-0")13"x13"F6.5(0")10"x10"F6.5(2'-0")
10"x10"
F6.
5(2'-0")
12"x12"
F9.
0(2'-0")
10.5"x10
.5"
F7.
0(2'-0")
10"x10"
F6.
5(2'-0")
10.5"x10
.5"
F7.
0(2'-0")
23'-2 7/8"1'-2 1/8"6'-8 1/2"5'-8 3/8"2'-8"5'-0 5/8"3'-1 3/8"2'-9 1/8"9'-0"4'-8"2'-3 3/4"
7'
-
1
0
7
/
8
"
5'
-
8
3
/
8
"
2'
-
8
"
5'
-
0
5
/
8
"
3'
-
1
1
/
8
"
2'
-
9
1
/
8
"
9'
-
0
"
4'-
8
"
2'
-
3
3
/
4
"
4'-
5
5
/
8
"
4'-1 5/8"2'-6"7'-4"
1"
8"
8"1"
8"
TYP
8"
4 S5.2___________
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5.2___________
7 S5
.
2
_____
_
_
_
_
_
_
1'-7 1/2"7'-9 7/8"7'-9 7/8"1'-8 5/16"8'-7 1/4"28'-5 3/4"
SW
3
6
6
6
SW3364
SW337SW337
SW667
SW
3
6
6
6
SW367SW367
SW
3
6
4
7
SW367
SW367
SW
3
6
6
6
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW3677
SW367 SW3677
SW367
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
7
7
SW
6
6
7
SW667SW6677SW6677SW667SW3336
SW
6
6
7
7
SW
6
6
7
SW3334SW6677SW667SW3336
SW
6
6
7
7
SW
6
6
7
7
SW
6
6
4
7
SW
6
6
4
7
SW3
24
'
-
5
"
10"x1
0"F
6.5(2'-0")
10"x1
0"
10"x1
0"
10 S5.2___________
10"x1
0"
4"
-
3
0
0
0
P
S
I
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
W
/
WW
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6
x
6
-
W
1
.
4
x
W
1
.
4
O
N
V
A
P
O
R
B
A
R
R
I
E
R
A
N
D
CO
M
P
A
C
T
E
D
F
I
L
L
.
T
/
S
L
A
B
E
L
0
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-
0
"
.
45°45°
19'-0 5/1
6"
11
'
-
9
1
/
8
"
11
'
-
5
3
/
8
"
24
'
-
5
"
1'
-
1
7
/
8
"
1'-3 1/2"
3/
4
"
2 1/8"
2
1
/
4
"
1 3/8"
1'-3 5/8"1'-1 3/4"
9 S5
.
2
_____
_
_
_
_
_
_
13'-11 5/8"15'-5 7/8"
23'-2 7/8"
26
'
-
1
0
5
/
8
"
8'
-
7
1
/
4
"
S
T/S
L
A
B
EL
0"
T/S
L
A
B
EL
1'-
0
"
T/S
L
A
B
EL
1'-
0
"
T/S
L
A
B
EL
1'-
0
"
T/S
L
A
B
EL
8"
T/SLAB EL 4"
T/S
L
A
B
EL
0"
S
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
1
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:52:01 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.A1FOUNDATIONPLAN - SEGMENT AAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
A
1
1
FO
U
N
D
A
T
I
O
N
P
L
A
N
-
S
E
G
M
E
N
T
A
PARKING GARAGE NIC
SEE GARAGE PACKAGE
UNIT A1-5
G=800
N=729
UNIT B1-1HCG=1146N=1092
UNIT A6-1
G=717
N=653
UN
I
T
A
6
-
1
G=
7
1
7
N=
6
5
3
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UN
I
T
S
1
-
1
G=
7
5
4
N=
6
8
4
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT B1-1 G=1155 N=1091
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT A1-1
G=800
N=729
UN
I
T
A
1
-
1
G=
8
0
0
N=
7
2
9
UN
I
T
B
2
-
1
G=
1
0
8
1
N=
1
0
1
7
ABCDEFGHC.5C.6D.2D.3D.9E.4F.2F.5G.1 1234
5
7
8
11
3.53.6
4.
2
4.
3
4.
9
6.
4
7.
3
7.
7
Z.1Z.4
D.
1
D.
1
B.
1
(2) 2x10
18" WOOD FLOOR TRUSS
@ 19.2"
GI
R
D
E
R
T
R
U
S
S
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
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2
"
(2) 2
x
1
0
1
8"
W
O
O
D F
L
O
O
R T
R
U
S
S
@ 1
9.2"
GIRDER TRUSS
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x1018" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
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2
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S
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1
9
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2
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N
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T
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E
N
S
I
O
N
E
D
PO
D
I
U
M
S
L
A
B
60
'
-
1
1
/
2
"
7'
-
1
0
7
/
8
"
5'-
8
3
/
8
"
2'
-
8
"
5'
-
0
5
/
8
"
3'-
1
1
/
8
"
2'
-
9
1
/
8
"
13
'
-
8
"
2'-
3
3
/
4
"
4'
-
5
5
/
8
"
4'-1 5/8"2'-6"7'-4"15'-5 7/8"3'-1 1/4"23'-2 7/8"1'-2 1/8"6'-8 1/2"5'-8 3/8"2'-8"5'-0 5/8"3'-1 3/8"2'-9 1/8"13'-8"2'-3 3/4"4'-5 5/8"4'-1 5/8"2'-6"7'-4"15'-6"3'-1 3/4"Z.3 Z.2D.5
4.
5
1 S8
.
1
_____
_
_
_
_
_
_
1 S8.2___________
2 S8
.
2
_____
_
_
_
_
_
_
4 S8
.
2
_____
_
_
_
_
_
_
5 S8.1___________2 S8.1___________
3 S8
.
2
_____
_
_
_
_
_
_
GI
R
D
E
R
TR
U
S
S
SEE DETAIL 1/S4.H2
SEE DETAIL 1/S4.B2
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
18" WOOD FLOOR TRUSS @ 2'-0"
@
2x
8
1'
-
4
"
@
2x
8
1'-
4
"
@
2x
8
1'-
4
"
@ 2x81'-4"
@ 2x81'-4"
@
2x
8
1'
-
4
"
@ 2x81'-4"
@ 2x81'-4"
@ 2x81'-4"
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
18" WOOD FLOOR TRUSS @ 19.2"
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7.4___________
2 S7
.
4
_____
_
_
_
_
_
_
4 S7.4___________
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
POST SEE NOTE 14POST SEE NOTE 14POST SEE NOTE 14 POST SEE NOTE 1418" WOOD FLOOR TRUSS @ 2'-0"TRUSS @ 2'-0"FLOOR18" WOOD 1'-7 1/2"15'-7 11/16"1'-8 5/16"
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
11'-5 3/8"2'-10 3/8"29'-9"
(2)1 3/4x9 1/4 LVL
? ? ?
(2)1 3/4x9 1/4 LVL SW
3
6
6
6
SW3364
SW337SW337
SW667
SW
3
6
6
6
SW367SW367
SW
3
6
4
7
SW367
SW367
SW
3
6
6
6
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW3677
SW-677
SW-677
SW-677
SW-677
SW3677
SW367 SW3677
SW367
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
7
7
SW
6
6
7
SW667SW6677SW6677SW667SW3336
SW
6
6
7
7
SW
6
6
7
SW3334SW6677SW667SW3336
SW
6
6
7
7
SW
6
6
7
7
SW
6
6
4
7
SW
6
6
4
7
10 S7.4___________
10
S7
.
4
_____
_
_
_
_
_
_
10
S7
.
4
_____
_
_
_
_
_
_
11 S7.4___________
11
S7
.
4
_____
_
_
_
_
_
_
11
S7
.
4
_____
_
_
_
_
_
_
11
S7
.
4
_____
_
_
_
_
_
_
12
S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
2
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:52:20 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.A2SECOND FLOOR FRAMING PLAN -SEGMENT AAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
A
2
1
2N
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
A
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UN
I
T
A
1
-
1
G=
8
0
0
N=
7
2
9
UN
I
T
A
1
UNIT A1-1
G=800
N=729
UNIT A1
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT B1-1G=1155N=1091
UNIT A6-1
G=717
N=653
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
S
1
-
1
H
C
G=
7
5
4
N=
6
8
4
UNIT C1-3G=1703N=1528UNIT B1-1G=1155N=1091
UN
I
T
B
2
-
1
G=
1
0
8
1
N=
1
0
1
7
UN
I
T
A
6
-
1
G=
7
1
7
N=
6
5
3
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT A6-1
G=717
N=653
UNIT A1-5
G=800
N=729
UNIT A1
(2) 2x10
18" WOOD FLOOR TRUSS
@ 19.2"
GI
R
D
E
R
T
R
U
S
S
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2) 2
x
1
0
18"
W
O
O
D F
L
O
O
R T
R
U
S
S @
19.2"
GIRDER TRUSS
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2 x 1 0
18"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@ 19
.
2
"
GI
R
D
E
R
T
R
U
S
S
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2) 2x1018" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18" WOOD FLOOR TRUSS @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
GIRDER TRUSS
12" NWC POST-TENSIONED PODIUM SLAB
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR18" WOOD FLOOR TRUSS @ 19.2"1 S8.2___________
2 S8
.
2
_____
_
_
_
_
_
_
4 S8
.
2
_____
_
_
_
_
_
_
3 S8
.
2
_____
_
_
_
_
_
_
GI
R
D
E
R
TR
U
S
S
GI
R
D
E
R
T
R
U
S
S
SEE DETAIL 1/S4.B3
SEE DETAIL 1/S4.H3
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 2'-0"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
@ 2x81'-4"
@
2x
8
1'-
4
"
@ 2x81'-4"@ 2x81'-4"
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7.4___________
2 S7
.
4
_____
_
_
_
_
_
_
@
2x
8
1'
-
4
"
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7.4___________4 S7.4___________
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
18" WOOD FLOOR TRUSS @ 2'-0"
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
FL
O
O
R
TRUSS @ 2'-0"18" WOOD FLOOR
@ 2x81'-4"@ 2x81'-4"
@
2x
8
1'-
4
"
@ 2x81'-4"@ 2x81'-4"
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL (2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
@
2x8
1'-4"
@
2x8
1'-4"
(2)1 3/4x7 1/4 L
V
L
(2)1 3/4x7 1/4 L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL(2) 2x10 SW
3
6
6
6
SW3364
SW337SW337
SW667
SW
3
6
6
6
SW367SW367
SW
3
6
4
7
SW367
SW367
SW
3
6
6
6
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW3677
SW-677
SW-677
SW-677
SW-677
SW3677
SW367 SW3677
SW367
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
7
7
SW
6
6
7
SW667SW6677SW6677SW667SW3336
SW
6
6
7
7
SW
6
6
7
SW3334SW6677SW667SW3336
SW
6
6
7
7
SW
6
6
7
7
SW
6
6
4
7
SW
6
6
4
7
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
3
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:52:40 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.A3THIRD FLOOR FRAMING PLAN -SEGMENT AAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
A
3
1
3R
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
A
ROOF TERRACE N= 675 SFSTORAGEelect.UNIT A6-1 G=717 N=653
UNIT A6-1
G=717
N=653
UN
I
T
A
1
-
1
G=
8
0
0
N=
7
2
9
UN
I
T
A
1
UNIT A1-1
G=800
N=729
UNIT A1
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT A6-1 G=717 N=653 UNIT C1-1G= 1592N=1478
UN
I
T
S
1
-
1
G=
7
5
4
N=
6
8
4
UN
I
T
B1
-
1
H
C
G=
1
1
4
6
N=
1
0
9
2
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
A
6
-
1
G=
7
1
7
N=
6
5
3
UN
I
T
B
2
-
1
G=
1
0
8
1
N=
1
0
1
7
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT B1-1G=1155N=1091
UNIT A6-1
G=717
N=653
UNIT A1-5
G=800
N=729
UNIT A1
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
5 1/4"x14" PSL 5 1/4"x14" PSL (2) 2x10 5 1/4"x14" PSL18" WOOD FLOOR TRUSSES @ 19.2"@ 2'-0" OC AT OUTSIDE TERRACE12" WOOD FLOOR TRUSSES@ 2'-0" OC AT OUTSIDE TERRACE12" WOOD FLOOR TRUSSES
(2) 2x10
18" WOOD FLOOR TRUSS
@ 19.2"
GI
R
D
E
R
T
R
U
S
S
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2) 2
x
1
0
18"
W
O
O
D F
L
O
O
R T
R
U
S
S @
19.2"
GIRDER TRUSS
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2 x 1 0
18"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@ 19.2"GIRDER TRUSS
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
GIRDER TRUSS
TRUSS @ 19.2"
18" WOOD FLOOR
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS 18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"1 S8.2___________
2 S8
.
2
_____
_
_
_
_
_
_
4 S8
.
2
_____
_
_
_
_
_
_
3 S8
.
2
_____
_
_
_
_
_
_
GI
R
D
E
R
TR
U
S
S
GIRDER TRUSS
SEE DETAIL 1/S4.B4
SEE DETAIL 1/S4.H4
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x1018" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7.4___________
2 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7.4___________
2 S7
.
4
_____
_
_
_
_
_
_
3 S7.4___________4 S7.4___________
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
18" WOOD FLOOR TRUSS @ 2'-0"
18" WOOD FLOOR TRUSS @ 2'-0"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
@ 2x81'-4"@ 2x81'-4"
@
2x
8
1'-
4
"
@
2x
8
1'-
4
"
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
@ 2x81'-4"
@ 2x81'-4"
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
TR
U
S
S
@
2
'
-
0
"
FL
O
O
R
18
"
W
O
O
D
18" WOOD FLOOR TRUSS @ 2'-0"
@
2x
8
1'-
4
"
@ 2x81'-4"
@ 2x81'-4"@ 2x81'-4"@
2x8
1'-4"
@
2x8
1'-4"
@2x81'-4"
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x7 1/4 L
V
L
(2)1 3/4x7 1/4 L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
TRUSS @ 2'-0"18" WOOD FLOOR (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(
2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
6 S7.4___________7 S7.4___________5 S7.4___________8 S7.4___________? ? ?TRUSS @ 2'-0"18" WOOD FLOOR
(2) 2x10(2) 2x10 SW
3
6
6
6
SW3364
SW
3
6
6
6
SW
3
6
4
7
SW
3
6
6
6
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW3677
SW-677
SW-677
SW-677
SW3677
SW3677
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
7
7
SW6677SW6677 SW3336
SW
6
6
7
7
SW3334SW6677SW3336
SW
6
6
7
7
SW
6
6
7
7
SW
6
6
4
7
SW
6
6
4
7
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7.4___________
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
4
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:53:03 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.A4FOURTH FLOOR FRAMING PLAN -SEGMENT AAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
A
4
1
4T
H
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
A
OS3
DS3
DN
STA
I
R
3
FO
U
R
T
H
F
L
O
O
R
1'-
7
5
/
8
"
CON
T
R
O
L
L
E
R
lo
b
b
y
A
1 S8.2___________
2 S8
.
2
_____
_
_
_
_
_
_
4 S8
.
2
_____
_
_
_
_
_
_
3 S8
.
2
_____
_
_
_
_
_
_
SEE DETAIL 1/S4.B5
SEE DETAIL 1/S4.H1 6 S9.1___________8 S9.1___________6 S9.1___________
LOHI
S
I
M
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
1 S9.1___________4 S9.1___________
5 1/4x9 1/4 LVL
5
1
/
4
x
9
1
/
4
L
V
L
GIRDER
TRUSSGIRDERTRUSSGIRDER TRUSS
(4
)
2
x
1
2
H
O
I
S
T
B
E
A
M
5 1/4x9 1/4 LVL
5
1
/
4
x
9
1
/
4
L
V
L
GI
R
D
E
R
TR
U
S
S
5 S9.2___________
6 S9
.
2
_____
_
_
_
_
_
_
6 S9
.
2
_____
_
_
_
_
_
_
7 S9
.
2
_____
_
_
_
_
_
_
8 S9
.
2
_____
_
_
_
_
_
_
9 S9
.
2
_____
_
_
_
_
_
_
10
S9
.
2
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
5
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:53:21 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.A5ROOF FRAMING PLAN - SEGMENT AAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
A
5
1
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
A
UNIT A1-2 G=800 N=729 UNIT A1-2 G=800 N=729UNIT A6-5 G=717 N=653 UNIT B1-5G=1155N=1091 UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
4
G=
1
1
6
0
N=
1
0
9
7
UN
I
T
B
1
-
4
G=
1
1
6
0
N=
1
0
9
7
UNIT A1-2 G=800 N=729 UNIT A1-2 G=800 N=729UNIT A6-5 G=717 N=653 UNIT B1-5G=1155N=1091 UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
4
G=
1
1
6
0
N=
1
0
9
7
UN
I
T
B
1
-
4
G=
1
1
6
0
N=
1
0
9
7
AD
12
13
D.1 B.1
SEE DETAIL 1/S4.C1
SEE DETAIL 1/S4.A1
4 S8
.
1
_____
_
_
_
_
_
_
3 S8
.
1
_____
_
_
_
_
_
_
47
'
-
1
0
1
1
/
1
6
"
35
'
-
4
"
10
2
'
-
1
1
3
/
4
"
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
2'-10 3/8"26'-2"3'-7"
GA
P
2
1
/
2
"
8"
CL
E
A
R
35
'
-
4
"
8"
GA
P
2
1
/
2
"
1'-9"
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
4 S5.2___________7 S5.2___________8 S5.2___________7 S5.2___________7 S5.2___________
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5.2___________7 S5.2___________
SW
3
3
6
6
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW3367
SW3367
SW3367
SW
3
3
6
6
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW-364
SW
3
3
6
6
SW3666
SW3367SW3367SW
3
3
6
7
SW
3
3
6
7
SW3367
SW3364 SW337SW337SW667SW367SW367SW6647SW6647SW6647SW66479S5.2___________
T/S
L
A
B
EL
1'-
0
"
T/S
L
A
B
EL
1'-
0
"
T/SLAB EL 1'-0"
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
1
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:53:43 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.B1FOUNDATIONPLAN - SEGMENT BAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
B
1
1
FO
U
N
D
A
T
I
O
N
P
L
A
N
-
S
E
G
M
E
N
T
B
UNIT A6-1 G=717 N=653
UN
I
T
B
2
-
4
G=
N=
1
0
7
5
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT B1-1G=1155N=1091 UNIT
B
1
-
1
G=1
1
5
5
N=1
0
9
1
UNIT A1-1 G=800 N=729 UNIT A1-1 G=800 N=729 AD
12
13
D.1 B.1(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS(2) 2x1018" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS 18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"D.5
4 S8
.
1
_____
_
_
_
_
_
_
3 S8
.
1
_____
_
_
_
_
_
_
GIRDER TRUSS
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
12
"
N
W
C
P
O
S
T
TE
N
S
I
O
N
E
D
P
O
D
I
U
M
SL
A
B
S
SEE DETAIL 1/S4.A2
SEE DETAIL 1/S4.C2
26'-2"
26'-2"@2x81'-4"@ 2x81'-4"@ 2x81'-4"TRUSS @ 2'-0"18" WOOD FLOOR
35
'
-
4
"
18" WOOD FLOOR TRUSS @ 2'-0"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
@
2x
8
1'-4"
@
2x
8
1'
-
4
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
@
2x
8
1'
-
4
"
2 S7.4___________
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL11'-5 3/8"2'-10 3/8"29'-9"(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSSES @ 19.2"
@
2x
8
1'-
4
"
SW
3
3
6
6
(2)1 3/4x9 1/4 LVL
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW3367
SW3367
SW3367
SW
3
3
6
6
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW-364
SW
-
3
6
7
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW-364
SW
3
3
6
6
SW3666
SW3367SW3367SW
3
3
6
7
SW
3
3
6
7
SW3367
SW3364 SW337SW337SW667SW367SW367SW6647SW6647SW6647SW66479S7.4___________
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
2
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:54:04 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.B2SECOND FLOOR FRAMING PLAN -SEGMENT BAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
B
2
1
2N
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
B
UNIT A1-1 G=800 N=729 UNIT A1UNIT A1-1G=800N=729 UNIT A1 UNIT
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT B1-1G=1155N=1091
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
2
-
5
G=
1
1
1
8
N=
1
0
7
5
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT A6-1G=717N=653 (2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS(2) 2x1018" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS 18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSSES @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
GIRDERTRUSS
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
SEE DETAIL 1/S4.A3
SEE DETAIL 1/S4.C3
@ 2x81'-4"@2x81'-4"18" WOOD FLOOR TRUSS @ 2'-0"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
TRUSS @ 2'-0"18" WOOD FLOOR
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
@
2x
8
1'-
4
"
@
2x
8
1'
-
4
"
@
2x
8
1'-4"
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7.4___________
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
@ 2x81'-4"(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
2
x
1
0
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL(2) 2x10
SW
3
3
6
6
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW3367
SW3367
SW3367
SW
3
3
6
6
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW-364
SW
-
3
6
7
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW-364
SW
3
3
6
6
SW3666
SW3367SW3367SW
3
3
6
7
SW
3
3
6
7
SW3367
SW3364 SW337SW337SW667SW367SW367SW6647SW6647SW6647SW66479S7.4___________9 S7.4___________
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
3
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:54:27 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.B3THIRD FLOOR FRAMING PLAN -SEGMENT BAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
B
3
1
3R
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
B
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT A1-1 G=800 N=729 UNIT A1UNIT A1-1G=800N=729 UNIT A1
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
2
-
5
G=
1
1
1
8
N=
1
0
7
5
UNITB1-1HCG=1146N=1092
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT A6-1G=717N=653 (2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS(2) 2x1018" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
GIRDER TRUSS
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
SEE DETAIL 1/S4.A4
SEE DETAIL 1/S4.C4
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
@2x81'-4"@ 2x81'-4"TRUSS @ 2'-0"FLOOR 18" WOOD
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
18" WOOD FLOOR TRUSS @ 2'-0"
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
@
2x
8
1'-4"@ 2x81'-4"(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
?
?
?
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2) 2x10(2) 2x10
SW
3
3
6
6
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW3367
SW3367
SW
3
3
6
6
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW-364
SW
-
3
6
7
SW
3
3
6
7
SW
3
3
6
7
SW3367 SW3367
SW-364
SW
3
3
6
6
SW3666
SW3367SW3367SW
3
3
6
7
SW
3
3
6
7
SW3367
SW3364SW6647SW6647SW6647SW66479S7.4___________
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
4
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:54:52 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.B4FOURTH FLOOR FRAMING PLAN -SEGMENT BAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
B
4
1
4T
H
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
B
OS4 DS4
DN STAIR 3FOURTH FLOOR
x-
s
t
a
i
r
3
-
4
1'-7 5/8"CONTROLLER lobby
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
SEE DETAIL 1/S4.A5
SEE DETAIL 1/S4.C5
1 S9.1___________4 S9.1___________
5 S9
.
1
_____
_
_
_
_
_
_
SI
M
1 S9.1___________4 S9.1___________5 1/4x9 1/4 LVL 5 1/4x9 1/4 LVL GIRDER TRUSS
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
5
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:55:13 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.B5ROOF FRAMING PLAN - SEGMENT BAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
B
5
1
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
B
UNIT
G=1081
N=1017
UNIT B1-5G=1155N=1091 UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
UN
IT A
4
-
1
G=
9
81
N=8
88
UN
IT A
3
-
1
G=9
88
N=8
95
UNIT
UNIT B2-6
G=1081
N=1017
UNIT B1-5G=1155N=1091 UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
UN
IT A
4
-
1
G=
9
81
N=8
88
UN
IT A
3
-
1
G=9
88
N=8
95
SE
E
D
E
T
A
I
L
1
/
S
4
.
D
1
SEE DETAIL 1/S4.B1
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
WF3.0
WF3.0
WF
3
.
0
WF
3
.
0
8"
C
M
U
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
8 S5.2___________7 S5.2___________
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
SW3364
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW33
(15')
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW
3
3
6
6
SW3364SW3364SW
3
3
6
7
SW
3
3
6
7
SW
3
3
6
7
SW
3
3
6
7
SW3367
SW3367
SW3367
SW
3
3
6
6
SW3367SW3367 SW3367 SW3367SW3367 SW3366SW3367SW3367SW3366
SW
3
T/S
L
A
B
EL
1'-
0
"
T/S
L
A
B
EL
2'-
0
"
T/S
L
A
B
EL
3'-
0
"
T/S
L
A
B
EL
3'-
0
"
S
S
T/
F
T
G
E
L
.
1
'
-
0
"
T/
F
T
G
E
L
.
0
'
-
0
"
T/
F
T
G
E
L
.
1
'
-
0
"
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
1
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:55:39 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.C1FOUNDATIONPLAN - SEGMENT CAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
C
1
1
FO
U
N
D
A
T
I
O
N
P
L
A
N
-
S
E
G
M
E
N
T
C
UN
IT A
4
-
1
G=
9
81
N=8
88
UN
IT A
3
-
1
G=9
88
N=8
95
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT B1-1G=1155N=1091
UNIT B2-1
G=1081
N=1017
U
T
R
U
S
S @
19.2"
18"
W
O
O
D F
L
O
O
R
@
1
9.2"
18"
W
O
O
D
F
L
O
O
R T
R
U
S
S
T
R
U
S
S
@ 1
6"
18"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
19.2"
1
8"
W
O
O
D F
L
O
O
R
T
R
U
S
S
@
19.2"
18"
W
O
O
D F
L
O
O
R
GIR
D
E
R
T
R
USS
18"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@ 19
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
GIRDER
TRUSS
GI
R
D
E
R
TR
U
S
S
SEE DETAIL 1/S4.B2
SE
E
D
E
T
A
I
L
1
/
S
4
.
D
2
@2x81'-4"
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
@ 2x81'-4"
@
2x8
1'-4"
@
2x8
1'-4"
18" W O O D F L O O R T R U S S @ 2'-0"
18" WOOD FLOOR TRUSS @ 2'-0"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
1 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 L V L
(2)1 3/4x9 1/4 L V L
(2) 2x1 0
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 2'-0"
SW3364
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW33
(15')
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW
3
3
6
6
SW3364SW3364SW
3
3
6
7
SW
3
3
6
7
SW
3
3
6
7
SW
3
3
6
7
SW3367
SW3367
SW3367
SW
3
3
6
6
SW3367SW3367 SW3367 SW3367SW3367 SW3366SW3367SW3367SW3366
9 S7
.
4
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_
_
_
_
_
_
9 S7.4___________
PL
A
N
N
O
T
E
S
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SE
E
S
H
E
E
T
S
3
.
2
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:56:08 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.C2SECOND FLOOR FRAMING PLAN -SEGMENT CAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
C
2
1
2N
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
C
UNIT B1-1G=1155N=1091 UNIT
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT B2-1
G=1081
N=1017
UN
IT A
3
-
1
G=9
88
N=8
95
UN
IT A
4
-
1
G=
9
81
N=8
88
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
T
R
U
S
S
@
19.2"
18"
W
O
O
D F
L
O
O
R
@
1
9.2"
18"
W
O
O
D
F
L
O
O
R T
R
U
S
S
T
R
U
S
S
@
1
6"
18"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
19.2"
1
8"
W
O
O
D F
L
O
O
R
T
R
U
S
S
@
19.2"
18"
W
O
O
D F
L
O
O
R
GIR
D
E
R
T
R
USS
18"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@ 19
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
GIRDER
TRUSS
GI
R
D
E
R
TR
U
S
S
SEE DETAIL 1/S4.B3
SE
E
D
E
T
A
I
L
1
/
S
4
.
D
3
@2x81'-4"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
18" W O O D F L O O R T R U S S @ 2'-0"
18" WOOD FLOOR TRUSS @ 2'-0"
18" WOOD FLOOR TRUSS @ 2'-0"
@
2x
8
1'-4"
@
2x
8
1'
-
4
"
@
2x8
1'-4"
@
2x8
1'-4"
@ 2x81'-4"
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
1 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 L V L
(2)1 3/4x9 1/4 L V L
(2) 2x10
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
SW3364
SW3366
SW
3
3
6
4
SW
3
3
6
4
(15')
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW
3
3
6
6
SW3364SW3364SW
3
3
6
7
SW
3
3
6
7
SW
3
3
6
7
SW
3
3
6
7
SW3367
SW3367
SW3367
SW
3
3
6
6
SW3367SW3367 SW3367 SW3367SW3367 SW3366SW3367SW3367SW3366
9 S7
.
4
_____
_
_
_
_
_
_
9 S7.4___________
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
3
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:56:37 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.C3THIRD FLOOR FRAMING PLAN -SEGMENT CAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
C
3
1
3R
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
C
U
UNIT B1-1G=1155N=1091
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT B2-1
G=1081
N=1017
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UN
IT A
4
-
2
G=
9
87
N=8
81
UN
IT A
3
-
2
G=
9
88
N=8
95
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"
T
R
U
S
S
@ 1
9.2"
1
8"
W
O
O
D FL
O
O
R
@
19.2"
1
8"
W
O
O
D
FL
O
O
R T
R
U
S
S
T
R
U
S
S
@
16"
1
8"
W
O
O
D
FL
O
O
R
T
R
U
S
S
@
19.2"
18" W
O
O
D F
L
O
O
R
T
R
U
S
S
@ 1
9.2"
18"
W
O
O
D F
L
O
O
R
GIR
D
E
R
T
R
USS
18"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@ 19
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
GIRDER
TRUSS
GI
R
D
E
R
TR
U
S
S
SEE DETAIL 1/S4.B4
SE
E
D
E
T
A
I
L
1
/
S
4
.
D
4
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
1 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
@2x81'-4"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
18" W O O D F L O O R T R U S S @ 2'-0"
18" WOOD FLOOR TRUSS @ 2'-0"
18" WOOD FLOOR TRUSS @ 2'-0"
@
2x
8
1'
-
4
"
@
2x
8
1'-
4
"
@
2x8
1'-4"
@
2x8
1'-4"
(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 L V L
(2)1 3/4x9 1/4 L V L
(2) 2x1 0
@ 2x81'-4"
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
SW3364
SW3366
SW
3
3
6
4
SW
3
3
6
4
(15')
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW
3
3
6
6
SW3364SW3364SW
3
3
6
7
SW
3
3
6
7
SW
3
3
6
7
SW
3
3
6
7
SW3367
SW3367
SW3367
SW
3
3
6
6
SW3367SW3367 SW3367 SW3367SW3367 SW3366SW3367SW3367SW3366
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
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E
S
:
SE
E
S
H
E
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T
S
3
.
4
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:57:10 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.C4FOURTH FLOOR FRAMING PLAN -SEGMENT CAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
C
4
1
4T
H
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
C
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
SEE DETAIL 1/S4.B5
SE
E
D
E
T
A
I
L
1
/
S
4
.
D
5
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
GIRDER
TRUSS
GI
R
D
E
R
TR
U
S
S
8 S9
.
1
_____
_
_
_
_
_
_
5 S9
.
2
_____
_
_
_
_
_
_
PL
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S
:
SE
E
S
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E
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T
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3
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5
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:57:41 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.C5ROOF FRAMING PLAN - SEGMENT CAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
C
5
1
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
C
G=1082
N=1018
UNIT B1-4
G=1160
N=1097
UNIT B2-6 HC
G=1082
N=1018
UNIT B1-4
G=1160
N=1097
JL
14
15
16
SE
E
D
E
T
A
I
L
1
/
S
4
.
E
1
SE
E
D
E
T
A
I
L
1
/
S
4
.
C
1
7 S8
.
1
_____
_
_
_
_
_
_
6 S8
.
1
_____
_
_
_
_
_
_
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
GAP
2 1/2"8 1/8"
CLEAR
35'-3 7/8"8"
GAP
2 1/2"
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW
3
3
6
4
SW
3
3
6
4
SW3364 SW3364
SW
3
3
6
4
SW
3
3
6
4
SW3364
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW3364
SW
3
6
4
7
SW
3
6
4
7
SW3647
SW
3
SW
3
SW
3
9 S5
.
2
_____
_
_
_
_
_
_
T/S
L
A
B
EL
3'-
8
"
T/S
L
A
B
EL
3'-
0
"
T/S
L
A
B
EL
4'-
0
"
S
T/
F
T
G
E
L
.
1
'
-
0
"
T/
F
T
G
E
L
.
1
'
-
0
"
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
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.
1
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:58:15 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.D1FOUNDATIONPLAN - SEGMENT DAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
D
1
1
FO
U
N
D
A
T
I
O
N
P
L
A
N
-
S
E
G
M
E
N
T
D
UNIT B2-4
G=
N=1075
UNIT B1-1
G=1155
N=1091
UNIT B1-1
G=1155
N=1091
G=1081 N=1017
UNIT B2-1
G=1081
N=1017
JL
14
15
16
GIRDER TRUSS
GIRDER TRUSS
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
(2
)
2
x
1
0
12
"
N
W
C
P
O
S
T
-
T
E
N
S
I
O
N
E
D
PO
D
I
U
M
S
L
A
B
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
7 S8
.
1
_____
_
_
_
_
_
_
6 S8
.
1
_____
_
_
_
_
_
_
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
35'-3 7/8"
5'
-
2
1
/
2
"
26
'
-
3
1
/
2
"
GI
R
D
E
R
TR
U
S
S
GI
R
D
E
R
TR
U
S
S
SE
E
D
E
T
A
I
L
1
/
S
4
.
C
2
SE
E
D
E
T
A
I
L
1
/
S
4
.
E
2
18" WOOD FLOOR TRUSS @ 2'-0"
@ 2x81'-4"
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
3 S7
.
4
_____
_
_
_
_
_
_
@ 2x81'-4"
@ 2x81'-4"
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
TRUSS @ 2'-0"
18" WOOD FLOOR
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
(2
)
2
x
1
0
(2
)
2
x
1
0
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW
-
3
6
4
SW-364
SW
-
3
6
4
SW
3
3
6
4
SW
3
3
6
4
SW3364 SW3364
SW
3
3
6
4
SW
3
3
6
4
SW3364
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW3364
SW
3
6
4
7
SW3647SW3647
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
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SE
E
S
H
E
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3
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2
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:58:54 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.D2SECOND FLOOR FRAMING PLAN -SEGMENT DAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
D
2
1
2N
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
D
UN
I
T
A
1
UNIT A1
UNIT B2-5
G=1118
N=1075
UNIT B2-1HC
G=1082
N=1017
G=1081 N=1017
UNIT B1-1
G=1155
N=1091
UNIT B1-1
G=1155
N=1091
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
E
S
@
1
9
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
GIRDER TRUSS
GIRDER TRUSS
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
E
S
@
1
9
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
PRECAST PARKING GARAGE SEE GARAGE PACKAGE
GI
R
D
E
R
TR
U
S
S
SE
E
D
E
T
A
I
L
1
/
S
4
.
C
3
SE
E
D
E
T
A
I
L
1
/
S
4
.
E
3
18" WOOD FLOOR TRUSS @ 2'-0"GI
R
D
E
R
TR
U
S
S
@ 2x81'-4"
@ 2x81'-4"
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
@ 2x81'-4"
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2) 2x10(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
@ 2x81'-4"
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
(2
)
2
x
1
0
(2
)
2
x
1
0
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW
-
3
6
4
SW-364
SW
-
3
6
4
SW
3
3
6
4
SW
3
3
6
4
SW3364 SW3364
SW
3
3
6
4
SW
3
3
6
4
SW3364
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW3364
SW
3
6
4
7
SW3647SW3647
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
3
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 4:59:29 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.D3THIRD FLOOR FRAMING PLAN -SEGMENT DAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
D
3
1
3R
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
D
UNIT B2-1
G=1081
N=1017
UNIT A1
UNIT B2-5
G=1118
N=1075
UNIT B1-1
G=1155
N=1091
UNIT B1-1
G=1155
N=1091
G=1081 N=1017
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
E
S
@
1
9
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
E
S
@
1
9
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2
)
2
x
1
0
PR
E
C
A
S
T
P
A
R
K
I
N
G
G
A
R
A
G
E
SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
GI
R
D
E
R
TR
U
S
S
GI
R
D
E
R
TR
U
S
S
SE
E
D
E
T
A
I
L
1
/
S
4
.
C
4
SE
E
D
E
T
A
I
L
1
/
S
4
.
E
4
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
18" WOOD FLOOR TRUSS @ 2'-0"
@ 2x81'-4"
@ 2x81'-4"@ 2x81'-4"@ 2x81'-4"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x7 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
(2
)
2
x
1
0
(
2
)
2
x
1
0
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW
-
3
6
4
SW-364
SW
-
3
6
4
SW
3
3
6
4
SW
3
3
6
4
SW3364 SW3364
SW
3
3
6
4
SW
3
3
6
4
SW3364
SW3366
SW
3
3
6
4
SW
3
3
6
4
SW3364
SW
3
6
4
7
SW3647SW3647
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
4
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:00:07 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.D4FOURTH FLOOR FRAMING PLAN -SEGMENT DAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
D
4
1
4T
H
F
L
O
O
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:00:47 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.D5ROOF FRAMING PLAN - SEGMENT DAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
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UNIT B1-2
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UN
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2
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2
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1
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2
3
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5
9
UNIT C2-2 G=1623 N=1559
UN
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A
2
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G=
7
5
7
N=
6
9
2
UNIT A2-2 G=757 N=692
UN
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A
1
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2
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8
0
0
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UNIT A1-2
G=800
N=729
UNIT A1-2 G=800 N=729 UNIT A1-2 G=800 N=729
UN
I
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A
6
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5
G=
7
1
7
N=
6
5
3
UNIT B1-5
G=1155
N=1091
UNIT B1-5 G=1155 N=1091
UNIT B1-5
G=1155
N=1091
UNIT B1-2
G=1275
N=1212
UN
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2
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6
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9
UNIT C2-2 G=1623 N=1559
UN
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UN
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UNIT A1-2
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UNIT A1-2 G=800 N=729 UNIT A1-2 G=800 N=729
UN
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6
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5
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7
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3
UNIT B1-5
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UNIT B1-5 G=1155 N=1091
UNIT B1-5
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SEE DETAIL 1/S4.F1
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2
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2
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8 S5.2___________7 S5.2___________7 S5.2___________7 S5.2___________8 S5.2___________8 S5.2___________7 S5.2___________7 S5.2___________
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9 S5
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_____
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1
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:01:30 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.E1FOUNDATIONPLAN - SEGMENT EAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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A
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:
1
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=
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2
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1
6
5
0
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1
5
8
6
UNIT C2-1 G=1623 N=1559
UNIT B1-3
G=1274
N=1212
UN
I
T
A
2
-
1
G=
7
5
7
N=
6
9
2
UNIT A2-1 G=757 N=692
UNIT B1-1
G=1155
N=1091
UNIT B1-1 G=1155 N=1091
UNIT B1-1
G=1155
N=1091
UNIT B1-1
G=1155
N=1091
UNIT A1-1 G=800 N=729UNIT A1-1 G=800 N=729
UNIT A1-1
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UN
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1
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1
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8
0
0
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4
_____
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4
_____
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6
4
7
SW
3
6
4
7
SW3364SW3364
SW
3
6
4
SW
3
6
4
SW
3
6
4
7
SW3364
SW
3
6
4
SW
3
6
4
SW
3
6
4
7
SW
3
6
4
7
SW3364
SW
3
6
6
6
SW
3
6
4
SW3364
SW3364
SW
3
6
4
7
SW3366 SW3366
SW3667
SW3667
SW3667
SW3667
SW
3
6
4
7
SW3667
SW3667 SW
3
6
4
7
SW3666SW3667SW3667SW3667SW3667SW3667SW6647SW6647SW6647SW6647
SW3666SW3666
SW3667SW3667SW6666 SW6647 SW3667SW6647 SW6647
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7.4___________9 S7.4___________
PL
A
N
N
O
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:
SE
E
S
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E
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3
.
2
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:02:10 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.E2SECOND FLOOR FRAMING PLAN -SEGMENT EAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
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1
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1
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G=
8
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0
N=
7
2
9
UN
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T
A
1
UNIT A1-1
G=800
N=729
UNIT A1
UNIT A1-1 G=800 N=729 UNIT A1UNIT A1-1 G=800 N=729 UNIT A1
UNIT B1-3
G=1274
N=1212
UNIT A2-1 G=757 N=692 min stud to stud dimension WH-2014
UN
I
T
A
2
-
1
G=
7
5
7
N=
6
9
2
min stu
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1
4
UNIT C2-1 HC G=1623 N=1559
UN
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2
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4
G=
1
6
5
0
N=
1
5
8
6
UN
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T
B
2
-
1
G=
1
0
8
1
N=
1
0
1
7
UN
I
T
A
6
-
1
G=
7
1
7
N=
6
5
3
UNIT B1-1
G=1155
N=1091
UNIT B1-1
G=1155
N=1091
UNIT B1-1 G=1155 N=1091
UNIT B1-1
G=1155
N=1091
(2
)
2
x
1
0
18
"
W
O
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F
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9
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2
"
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"
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@
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2
"
(2) 2x10
18" WOOD FLOOR TRUSS
@ 19.2"
GI
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x
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(2) 2 x 1 018" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS(2) 2x1018" WOOD FLOOR TRUSS @ 19.2"(2) 2x1018" W O O D F L O O R T R U S S @ 19.2"GIRDER TRUSS(2) 2x1018" WOOD FLOOR TRUSS @ 19.2"
(2) 2
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1
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18"
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GIRDER TRUSS
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
(2
)
2
x
1
0
18
"
W
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F
L
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2
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(2) 2x1018" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 TRUSS @ 19.2"18" WOOD FLOORGIRDER TRUSS 18" WOOD FLOOR TRUSS @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR
GIRDER TRUSS
18" WOOD FLOOR TRUSS @ 19.2"
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2
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(2) 2x10 GIRDER TRUSSTRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 GIRDER TRUSS
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR
18
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2
"
(2
)
2
x
1
0
GIRDER TRUSS
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
PR
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SEE DETAIL 1/S4.F3
(2
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2
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2
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2
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@
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2
"
GI
R
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TR
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18" WOOD FLOOR TRUSS @ 2'-0"
18
"
W
O
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F
L
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S
@
2
'
-
0
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TR
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0
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18
"
W
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GIRDER TRUSS GIRDER TRUSS18" WOOD FLOOR TRUSS @ 2'-0"TRUSS @ 2'-0"18" WOOD FLOOR
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
1 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
1 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7.4___________3 S7.4___________2 S7.4___________3 S7.4___________
1 S7
.
4
_____
_
_
_
_
_
_
2 S7.4___________TRUSS @ 2'-0"18" WOOD FLOOR
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7.4
_____
_
_
_
_
_
_
4 S7.4___________(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL@2x81'-4"@2x81'-4"
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
@ 2x81'-4"
TR
U
S
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@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
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TR
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@
2
'
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0
"
18
"
W
O
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F
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(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
@ 2x81'-4"
@ 2x81'-4"
@
2x
8
1'
-
4
"
(2
)
1
3
/
4
x
9
1
/
4
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V
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(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
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9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
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4
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9
1
/
4
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V
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(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
@ 2x81'-4"
@
2x
8
1'
-
4
"
@ 2x81'-4"
(2
)
1
3
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4
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9
1
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4
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)
1
3
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4
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9
1
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4
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V
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)
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3
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9
1
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4
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(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
@
2x
8
1'-
4
"
@
2x
8
1'
-
4
"
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
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V
L
(2)1 3/4x9 1/4 LVL
@
2x
8
1'
-
4
"
@
2x
8
1'-4"@ 2x81'-4"(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL@2x81'-4"TRUSS @ 2'-0"18" WOOD FLOOR
TRUSS @ 2'-0"
18" WOOD FLOOR
12'-0"
(2
)
2
x
1
0
(2
)
2
x
1
0
SW3366
SW3364
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW3366
SW
3
6
6
6
SW3364
SW3366
SW
3
6
4
7
SW
3
6
4
7
SW3364SW3364
SW
3
6
4
SW
3
6
4
SW
3
6
4
7
SW3364
SW
3
6
4
SW
3
6
4
SW
3
6
4
7
SW
3
6
4
7
SW3364
SW
3
6
6
6
SW
3
6
4
SW3364
SW3364
SW
3
6
4
7
SW3366 SW3366
SW3667
SW3667
SW3667
SW3667
SW
3
6
4
7
SW3667
SW3667 SW
3
6
4
7
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9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7.4___________9 S7.4___________
PL
A
N
N
O
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:
SE
E
S
H
E
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3
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3
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:02:53 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.E3THIRD FLOOR FRAMING PLAN -SEGMENT EAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
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8
"
=
1
'
-
0
"
S4
.
E
3
1
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D
F
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T
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UN
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T
C
2
-
4
G=
1
6
5
0
N=
1
5
8
6
UNIT A1-1
G=800
N=729
UNIT A1
UNIT A1-1 G=800 N=729 UNIT A1UNIT A1-1 G=800 N=729 UNIT A1
UNIT B1-3
G=1274
N=1212
UNIT A2-1 G=757 N=692 UNIT C2-1 G=1623 N=1559
UN
I
T
A
2
-
1
G=
7
5
7
N=
6
9
2
UN
I
T
A
1
-
1
H
C
G=
8
0
0
N=
7
2
9
UNIT B1-1
G=1155
N=1091
UNIT B1-1
G=1155
N=1091
UNIT B1-1
G=1155
N=1091
UNIT B1-1 G=1155 N=1091
UN
I
T
B
2
-
1
G=
1
0
8
1
N=
1
0
1
7
UN
I
T
A
6
-
1
G=
7
1
7
N=
6
5
3
(2) 2x10 TRUSS @ 19.2"18" WOOD FLOOR(2) 2x1018" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"
(2
)
2
x
1
0
18
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F
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S
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9
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2
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(2
)
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0
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1
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"
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@
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2
"
(2) 2x10
18" WOOD FLOOR TRUSS
@ 19.2"
GI
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D
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R
T
R
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S
S
(2
)
2
x
1
0
18
"
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F
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S
@
1
9
.
2
"
(2) 2 x 1 018" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS(2) 2x1018" WOOD FLOOR TRUSS @ 19.2"(2) 2x1018" W O O D F L O O R T R U S S @ 19.2"GIRDER TRUSS(2) 2x1018" WOOD FLOOR TRUSS @ 19.2"
(2
) 2
x
1
0
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W
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L
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@
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GIRDER TRUSS
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
GIRDER TRUSS 18" WOOD FLOOR TRUSS @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR
GIRDER TRUSS
18" WOOD FLOOR TRUSS @ 19.2"
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@
1
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2
"
18
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18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 GIRDER TRUSSTRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 GIRDER TRUSS
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR
18
"
W
O
O
D
F
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S
@
1
9
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2
"
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1
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2
"
18
"
W
O
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F
L
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18
"
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O
O
D
F
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O
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S
@
1
9
.
2
"
(2
)
2
x
1
0
GIRDER TRUSS
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
GI
R
D
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TR
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PRECAST PARKING GARAGE SEE GARAGE PACKAGE
GI
R
D
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R
TR
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S
S
GIRDER TRUSSGIRDERTRUSS
GI
R
D
E
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TR
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S
S
SEE DETAIL 1/S4.F4
(2
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2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
E
S
@
1
9
.
2
"
TR
U
S
S
@
1
9
.
2
"
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"
W
O
O
D
F
L
O
O
R
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
1 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
1 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7.4___________3 S7.4___________2 S7.4___________3 S7.4___________
1 S7
.
4
_____
_
_
_
_
_
_
2 S7.4___________
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7.4___________4 S7.4___________4 S7.4___________
@ 2x81'-4"
TRUSS @ 2'-0"
18" WOOD FLOOR
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
18" WOOD FLOOR TRUSS @ 2'-0"
T
R
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
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TR
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S
@
2
'
-
0
"
FL
O
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18
"
W
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D
18" WOOD FLOOR TRUSS @ 2'-0"TRUSS @ 2'-0"18" WOOD FLOOR T TRUSS @ 2'-0"FLOOR 18" WOOD
@ 2x81'-4"
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
@
2x
8
1'-4"@ 2x81'-4"@2x81'-4"
@
2x
8
1'
-
4
"
@ 2x81'-4"@ 2x81'-4"
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
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9
1
/
4
L
V
L
(2
)
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3
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4
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9
1
/
4
L
V
L
TRUSS @ 2'-0"18" WOOD FLOOR
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
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9
1
/
4
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V
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(2
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3
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9
1
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V
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(2
)
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3
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9
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(2
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3
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9
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V
L
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(2
)
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3
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9
1
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4
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V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
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3
/
4
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9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
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4
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9
1
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4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
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3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
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9
1
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4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
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3
/
4
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9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL
@
2x
8
1'
-
4
"
@ 2x81'-4"
@ 2x81'-4"
@
2x
8
1'-
4
"
@2x81'-4"
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
(2
)
2
x
1
0
(
2
)
2
x
1
0
SW3366
SW3364
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW
3
6
4
7
SW3366
SW
3
6
6
6
SW3364
SW3366
SW
3
6
4
7
SW
3
6
4
7
SW3364SW3364
SW
3
6
4
7
SW3364
SW
3
6
4
7
SW
3
6
4
7
SW3364
SW
3
6
6
6
SW3364
SW3364
SW
3
6
4
7
SW3366 SW3366
SW3667
SW3667
SW3667
SW3667
SW
3
6
4
7
SW3667
SW3667 SW
3
6
4
7
SW3666SW3667SW3667SW3667SW3667SW3667SW6647SW6647SW6647SW6647SW3666SW3666SW3667SW3667SW6666SW6647SW3667SW6647SW6647
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7.4___________9 S7.4___________
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
4
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:03:56 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.E4FOURTH FLOOR FRAMING PLAN -SEGMENT EAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
E
4
1
4T
H
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
E
OS2DS2
controller
x-stair 5-4
A
PRECAST PARKING GARAGE SEE GARAGE PACKAGE
SE
E
D
E
T
A
I
L
1
/
S
4
.
D
5
SEE DETAIL 1/S4.F5
4 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
4 S9.1___________1 S9.1___________
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
GI
R
D
E
R
TR
U
S
S
GI
R
D
E
R
TR
U
S
S
5 1/4x9 1/4 LVL5 1/4x9 1/4 LVL
5 1/4x9 1/4 LVL
5
1
/
4
x
9
1
/
4
L
V
L
GIRDERTRUSSGIRDERTRUSS
GI
R
D
E
R
TR
U
S
S
GIRDERTRUSS
5 S9
.
2
_____
_
_
_
_
_
_
4 S9
.
2
_____
_
_
_
_
_
_
3 S9
.
2
_____
_
_
_
_
_
_
5 S9
.
2
_____
_
_
_
_
_
_
5 S9
.
2
_____
_
_
_
_
_
_
4 S9.2___________3 S9.2___________6 S9.2___________
6 S9
.
2
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
5
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:04:26 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.E5ROOF FRAMING PLAN - SEGMENT EAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
E
5
1
RO
O
F
F
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A
M
I
N
G
P
L
A
N
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S
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G
M
E
N
T
E
UN
I
T
C
2
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2
G=
1
6
2
3
N=
1
5
5
9
UN
I
T
C
2
-
2
G=
1
6
2
3
N=
1
5
5
9
UNIT A2-2 G=757 N=692 UNIT A1-2 G=800 N=729 UNIT A1-2 G=800 N=729
UN
I
T
B
4
-
2
G=
1
6
4
9
N=
1
4
6
7
UN
I
T
B
4
-
2
G=
1
6
4
9
N=
1
4
6
7
UNIT B1-5
G=1155
N=1091
UNIT B1-5
G=1155
N=1091
UNIT B1-5G=1155N=1091
UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
UN
I
T
C
2
-
2
G=
1
6
2
3
N=
1
5
5
9
UN
I
T
C
2
-
2
G=
1
6
2
3
N=
1
5
5
9
UNIT A2-2 G=757 N=692 UNIT A1-2 G=800 N=729 UNIT A1-2 G=800 N=729
UN
I
T
B
4
-
2
G=
1
6
4
9
N=
1
4
6
7
UN
I
T
B
4
-
2
G=
1
6
4
9
N=
1
4
6
7
UNIT B1-5
G=1155
N=1091
UNIT B1-5
G=1155
N=1091
UNIT B1-5G=1155N=1091
UN
I
T
B
1
-
5
G=
1
1
5
5
N=
1
0
9
1
MNOSEE DETAIL 1/S4.G1
SEE DETAIL 1/S4.E1
PR
E
C
A
S
T
P
A
R
K
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G
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A
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8" CMUWF3.0WF3.0 WF3.0WF3.0
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
4 S5.2___________4 S5.2___________
4 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5.2___________
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
8 S5.2___________7 S5.2___________
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5.2___________
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5.2___________7 S5.2___________7 S5.2___________8 S5.2___________7 S5.2___________27'-0"8'-0"
SW3667
SW3667SW3667
SW3667SW3667
SW
6
6
4
7
SW
6
6
6
6
SW3667
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
3
3
6
4
SW3667
SW3667
SW
3
3
6
4
SW
3
3
3
6
SW3667
SW3667
SW3667
SW3367
SW
6
6
4
7
SW
6
6
4
SW
6
6
4
7
SW3367
SW3367
SW
6
6
4
7
SW
6
6
4
7
SW3367SW6647SW3367SW3367SW6647
SW
6
6
6
6
SW6666 SW6666 SW6647 SW3367
SW3367
SW664SW6647 SW6647 SW336
T/S
L
A
B
EL
4'-
0
"
T/S
L
A
B
EL
4'-
0
"
T/SLAB EL 4'-0"
T/S
L
A
B
EL
4'-
0
"
T/SLAB EL 4'-0"T/SLAB EL 3'-0"
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
1
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:05:11 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.F1FOUNDATIONPLAN - SEGMENT FAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
F
1
1
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U
N
D
A
T
I
O
N
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L
A
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G
M
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N
T
F
DNUP STAIR 1SECONDFLOOR
UN
I
T
C
2
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1
G=
1
6
2
3
N=
1
5
5
9
UN
I
T
C
2
-
1
G=
1
6
2
3
N=
1
5
5
9
UNIT A2-1 G=757 N=692
UNIT B1-1
G=1155
N=1091
UNIT B1-1
G=1155
N=1091
UNIT B1-1G=1155N=1091
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT A1-1 G=800 N=729 UNIT A1-1 G=800 N=729
UN
I
T
B
4
-
1
G=
1
6
4
9
N=
1
4
6
7
UN
I
T
B
4
-
1
G=
1
6
4
9
N=
1
4
6
7
MNO
(2) 2 x 1 0
GI
R
D
E
R
T
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U
S
S
(2) 2x1018" W O O D FL O O R T R U S S @ 1 9.2"GIRDER TRUSS (2) 2x10(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS(2) 2x1018" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"
GIRDER TRUSS
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
GIRDER TRUSS18" WOOD FLOOR TRUSS @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR
(2) 2x10 GIRDER TRUSS
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 GIRDER TRUSS
TRUSS @ 19.2"18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2
)
2
x
1
0
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
(2) 2x1018" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
18"
W
O
O
D F
L
O
O
R T
R
U
S
S @
19.2"
TRUSS @ 19.2"
18" WOOD
FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(
2
)
2
x
1
0
(2 ) 2 x 1 0
18" WOOD FLOOR TRUSS @ 19.2"
1 8" W O O D FL O O R T R U S S @ 1 9.2"
TRUSS @ 19.2"
18" WOOD
FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
GI
R
D
E
R
TR
U
S
S
GI
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PR
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G
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GIRDER TRUSS GIRDER TRUSS
SEE DETAIL 1/S4.E2
SEE DETAIL 1/S4.G2
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
18" WOOD FLOOR TRUSS @ 2'-0"
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
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GIRDER TRUSSTRUSS @ 2'-0"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 2'-0"@2x81'-4"@ 2x81'-4"TRUSS @ 2'-0"18" WOOD FLOOR TRUSS @ 2'-0"18" WOOD FLOOR18" WOOD FLOOR TRUSS @ 2'-0"
3 S7
.
4
_____
_
_
_
_
_
_
@ 2x81'-4"
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
1 S7
.
4
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_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
@
2x
8
1'-
4
"
@
2x8
1'-4"
@ 2x81'-4"
3 S7
.
4
_____
_
_
_
_
_
_
@
2x8
1'-4"
@ 2x81'-4"3 S7.4___________3 S7.4___________
2 S7
.
4
_____
_
_
_
_
_
_
2 S7.4___________2 S7.4___________
1 S7
.
4
_____
_
_
_
_
_
_
1 S7.4___________3 S7.4___________
@
2x
8
1'
-
4
"
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
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_
_
_
@
2x
8
1'-
4
"
4 S7
.
4
_____
_
_
_
_
_
_
4 S7.4___________4 S7.4___________
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
(2
)
2
x
1
0
(2) 2x10
(2)
2
x
1
0
(2
)
2
x
1
0
(2) 2x10
1'
-
4
"
2x
8
@
1'-4"
2x8 @
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
2
x
1
0
(2) 2x10
(2) 2x10
(2) 2x10
(2
)
2
x
1
0
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
1'
-
4
"
2x
8
@
1'-4"
2x8 @
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
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R
(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
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T
R
U
S
S
E
S
@
1
9
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
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R
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
E
S
@
1
9
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
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18
"
W
O
O
D
F
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T
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S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
TRUSS @ 2'-0"18" WOOD FLOOR(2)1 3/4x9 1/4 LVL 18" WOOD FLOOR TRUSS @ 2'-0"
SW
3
6
6
6
SW3667
SW3667SW3667
SW3667SW3667
SW
6
6
4
7
SW3667
SW3667
SW
6
6
6
6
SW
6
6
4
7
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SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
3
3
6
4
SW3667
SW3667
SW
3
3
6
4
SW
3
3
3
6
SW3667
SW3667
SW3667
SW3367
SW
6
6
4
7
SW
6
6
4
SW
6
6
4
7
SW3367
SW3367
SW
6
6
4
7
SW
6
6
4
7
SW3367SW6647SW3367SW3367SW6647SW6666SW6666SW6666 SW6647 SW3367 SW3367SW664SW6647SW6647 SW336
9 S7
.
4
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_
_
_
_
_
_
9 S7
.
4
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_
_
_
_
_
_
9 S7
.
4
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_
_
_
_
_
9 S7.4___________
PL
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2
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:05:59 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.F2SECOND FLOOR FRAMING PLAN -SEGMENT FAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
F
2
1
2N
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
F
DNUP STAIR 1THIRD FLOOR
UN
I
T
B
4
-
1
G=
1
6
4
9
N=
1
4
6
7
UN
I
T
B
4
-
1
G=
1
6
4
9
N=
1
4
6
7
UNIT A1-1 G=800 N=729 UNIT A1UNIT A1-1G=800N=729 UNIT A1
UNIT A1
UNUNIT A1
min stu
d
t
o
s
t
u
d
d
i
m
e
n
s
i
o
n
WH-20
1
4
UNIT A2-1 G=757 N=692 min stud to stud dimension WH-2014 UNIT C2-1 G=1623 N=1559
UN
I
T
C
2
-
1
H
C
G=
1
6
2
3
N=
1
5
5
9
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UNIT B1-1G=1155N=1091
UNIT B1-1
G=1155
N=1091
UNIT B1-1
G=1155
N=1091
GI
R
D
E
R
T
R
U
S
S
(2) 2x1018" W O O D F L O O R T R U S S @ 19.2"GIRDER TRUSS (2) 2x10(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS(2) 2x1018" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"
(2
)
2
x
1
0
(
2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
E
S
@
1
9
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
E
S
@
1
9
.
2
"
TR
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2) 2x1018" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
GIRDER TRUSS18" WOOD FLOOR TRUSS @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR
(2) 2x10 GIRDER TRUSS
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 GIRDER TRUSS
TRUSS @ 19.2"18" WOOD FLOOR18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
1
8"
W
O
O
D F
L
O
O
R T
R
U
S
S
@
19.2"
TRUSS @ 19.2"
18" WOOD
FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(
2
)
2
x
1
0
(2 ) 2 x 1 0
18" WOOD FLOOR TRUSS @ 19.2"
18" W O O D F L O O R T R U S S @ 19.2"
TRUSS @ 19.2"
18" WOOD
FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
PR
E
C
A
S
T
P
A
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K
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N
G
G
A
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A
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G
A
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SEE DETAIL 1/S4.G3
GI
R
D
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TR
U
S
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GI
R
D
E
R
TR
U
S
S
18" WOOD FLOOR TRUSS @ 2'-0"
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
1 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7.4___________3 S7.4___________
2 S7
.
4
_____
_
_
_
_
_
_
2 S7.4___________2 S7.4___________
1 S7
.
4
_____
_
_
_
_
_
_
3 S7.4___________GIRDER TRUSS GIRDER TRUSS18" WOOD FLOOR TRUSS @ 2'-0"TRUSS @ 2'-0"18" WOOD FLOOR tRUSS @ 2'-0"18" WOOD FLOOR
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
@
2x8
1'-4"
@
2x8
1'-4"
@
2x
8
1'-
4
"
@2x81'-4"@ 2x81'-4"@2x81'-4"TRUSS @ 2'-0"18" WOOD FLOOR
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7.4___________4 S7.4___________GIRDER TRUSS
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
2
x
1
0
(2) 2x10
(2) 2x10
(2
)
2
x
1
0
(2) 2x10
(2) 2x10
(2
)
2
x
1
0
(2) 2x10
(2)
2
x
1
0
(2
)
2
x
1
0
@
2x
8
1'
-
4
"
@ 2x81'-4"
@ 2x81'-4"
1'
-
4
"
2x
8
@
1'-4"
2x8 @
1'-4"
2x8 @
1'
-
4
"
2x
8
@
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
@
2x
8
1'
-
4
"
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL@2x81'-4"(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL
12
'
-
0
"
TRUSS @ 2'-0"18" WOOD FLOOR
SW3667
SW3667SW3667
SW3667SW3667
SW
6
6
4
7
SW
6
6
6
6
SW3667
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
3
3
6
4
SW3667
SW3667
SW
3
3
6
4
SW
3
3
3
6
SW3667
SW3667
SW3667
SW3367
SW
6
6
4
7
SW664
SW
6
6
4
7
SW3367SW3367
SW
6
6
4
7
SW
6
6
4
7
SW3367SW6647SW3367SW3367SW6647SW6666SW6666SW6666 SW6647 SW3367 SW3367SW664SW6647SW6647 SW3369S7.4___________
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
3
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:07:01 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.F3THIRD FLOOR FRAMING PLAN -SEGMENT FAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
F
3
1
3R
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
F
UN
I
T
B
4
-
1
G=
1
6
4
9
N=
1
4
6
7
UN
I
T
B
4
-
1
G=
1
6
4
9
N=
1
4
6
7
UNIT A1-1 G=800 N=729 UNIT A1UNIT A1-1G=800N=729 UNIT A1
UNIT A1
UNUNIT A1
UN
I
T
C
2
-
1
G=
1
6
2
3
N=
1
5
5
9
UNIT A2-1 G=757 N=692 UNIT C2-1 G=1623 N=1559
UNIT B1-1
G=1155
N=1091
UNIT B1-1
G=1155
N=1091
UNIT B1-1G=1155N=1091
UN
I
T
B
1
-
1
G=
1
1
5
5
N=
1
0
9
1
UP
(2) 2x1018" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"
(2
)
2
x
1
0
18
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W
O
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F
L
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1
9
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2
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TR
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1
9
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2
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F
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18
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F
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1
9
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2
"
(2) 2x10
18" WOOD FLOOR TRUSSES @ 19.2"
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2
)
2
x
1
0
18
"
W
O
O
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F
L
O
O
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S
E
S
@
1
9
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2
"
TR
U
S
S
@
1
9
.
2
"
18
"
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O
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D
F
L
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18
"
W
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@
1
9
.
2
"
(2
)
2
x
1
0
GI
R
D
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T
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U
S
S
(2) 2x1018" W O O D F L O O R T R U S S @ 19.2"GIRDER TRUSS (2) 2x10(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS(2) 2x1018" WOOD FLOOR TRUSS @ 19.2"(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS(2) 2x10 18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS18" WOOD FLOOR TRUSS @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR
(2) 2x10 GIRDER TRUSS
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 GIRDER TRUSS
TRUSS @ 19.2"18" WOOD FLOOR18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
18" W
O
O
D F
L
O
O
R T
R
U
S
S
@
1
9.2"
TRUSS @ 19.2"
18" WOOD
FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(
2
)
2
x
1
0
(2 ) 2 x 1 0
18" WOOD FLOOR TRUSS @ 19.2"
18" W O O D F L O O R T R U S S @ 19.2"
TRUSS @ 19.2"
18" WOOD
FLOOR
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
GI
R
D
E
R
TR
U
S
S
GI
R
D
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R
TR
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PR
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A
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A
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A
G
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A
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GIRDER TRUSSGIRDERTRUSS GIRDER TRUSS
SEE DETAIL 1/S4.E4
SEE DETAIL 1/S4.G4
3 S7
.
4
_____
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_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
1 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7.4___________3 S7.4___________
2 S7
.
4
_____
_
_
_
_
_
_
2 S7.4___________2 S7.4___________
1 S7
.
4
_____
_
_
_
_
_
_
1 S7.4___________3 S7.4___________
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7.4___________4 S7.4___________
18" WOOD FLOOR TRUSS @ 2'-0"
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
T
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
18" WOOD FLOOR TRUSS @ 2'-0"TRUSS @ 2'-0"18" WOOD FLOOR TRUSS @ 2'-0"18" WOOD FLOOR TRUSS @ 2'-0"18" WOOD FLOOR
@
2x8
1'-4"
@
2x8
1'-4"
@
2x
8
1'-
4
"
@2x81'-4"@ 2x81'-4"@2x81'-4"
T
R
U
S
S
@
2
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-
0
"
18
"
W
O
O
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F
L
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(2
)
1
3
/
4
x
9
1
/
4
L
V
L
@
2x
8
1'
-
4
"
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)
2
x
1
0
(2
)
2
x
1
0
(2) 2x10
@ 2x81'-4"
@
2x
8
1'
-
4
"
(2) 2x10
(2
)
2
x
1
0
1'-4"
2x8 @
1'
-
4
"
2x
8
@
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
2
x
1
0
(2) 2x10
(2) 2x10
(2
)
2
x
1
0
(2) 2x10
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
@ 2x81'-4"
1'
-
4
"
2x
8
@
1'-4"
2x8 @
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL @ 2x81'-4"(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL TRUSS @ 2'-0"18" WOOD FLOOR
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
SW3667
SW3667SW3667
SW3667SW3667
SW
6
6
4
7
SW
6
6
6
6
SW3667
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
3
3
6
4
SW3667
SW3667
SW
3
3
6
4
SW
3
3
3
6
SW3667
SW3667
SW3667
SW3367
SW
6
6
4
7
SW
6
6
4
7
SW3367SW3367
SW
6
6
4
7
SW
6
6
4
7
SW3367SW6647SW3367SW3367SW6647SW6666SW6666SW6666 SW6647 SW3367 SW3367SW6647SW66479S7.4___________
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
4
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:16:25 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.F4FOURTH FLOOR FRAMING PLAN -SEGMENT FAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
F
4
1
4T
H
F
L
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F
R
A
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A
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A
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N
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G
A
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A
G
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SE
E
G
A
R
A
G
E
P
A
C
K
A
G
E
SEE DETAIL 1/S4.E5
SEE DETAIL 1/S4.G5
4 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
1 S9.1___________4 S9.1___________
11
'
-
1
1
1
/
4
"
14
'
-
3
1
/
2
"
GIRDER TRUSS GIRDER TRUSS
GI
R
D
E
R
TR
U
S
S
GI
R
D
E
R
TR
U
S
S
5 1/4x9 1/4 LVL5 1/4x9 1/4 LVL
GI
R
D
E
R
TR
U
S
S
GIRDER
TRUSS
GI
R
D
E
R
TR
U
S
S
GIRDER
TRUSS
4 S9
.
2
_____
_
_
_
_
_
_
3 S9
.
2
_____
_
_
_
_
_
_
5 S9.2___________6 S9.2___________
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
5
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:16:36 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.F5ROOF FRAMING PLAN - SEGMENT FAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
F
5
1
RO
O
F
F
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A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
F
UNIT B2-2G=1105N=1042
UNIT A1-3
G=794
N=727
UN
I
T
C
2
-
2
G=
1
6
2
3
N=
1
5
5
9
UNIT C1-3 G=1703 N=1528
UN
I
T
A
5
-
2
G=
7
9
4
N=
7
3
4
UN
I
T
A
2
-
2
G=
7
5
7
N=
6
9
2
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT A1-2
G=800
N=729
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT A1-2
G=800
N=729
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT A1-2
G=800
N=729
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT B1-5
G=1155
N=1091
UNIT B1-5
G=1155
N=1091
UNIT B1-5G=1155N=1091 UNIT B1-5 G=1155 N=1091 UNIT B2-2G=1105N=1042
UNIT A1-3
G=794
N=727
UN
I
T
C
2
-
2
G=
1
6
2
3
N=
1
5
5
9
UNIT C1-3 G=1703 N=1528
UN
I
T
A
5
-
2
G=
7
9
4
N=
7
3
4
UN
I
T
A
2
-
2
G=
7
5
7
N=
6
9
2
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT A1-2
G=800
N=729
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT A1-2
G=800
N=729
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT A1-2
G=800
N=729
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT B1-5
G=1155
N=1091
UNIT B1-5
G=1155
N=1091
UNIT B1-5G=1155N=1091 UNIT B1-5 G=1155 N=1091 KLMNO
8
11
8.
1
9.
6
SEE DETAIL 1/S4.H1
SEE DETAIL 1
36
'
-
7
1
/
2
"
22
'
-
1
0
"
8"
27'-0"8'-0"23'-3"3'-9"
18"x18"18"x18"18"x18"18"x18"
8"
C
M
U
WF3.0
WF
3
.
0
WF
3
.
0
WF3.0
8"
C
M
U
WF3.0
WF
3
.
0
WF
3
.
0
WF3.0
12
"
C
O
N
C
.
WA
L
L
12
"
C
O
N
C
.
WA
L
L
12
"
C
O
N
C
.
WA
L
L
12
"
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.
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L
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4 S5.2___________4 S5.2___________4 S5.2___________
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
4 S5.2___________
4 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
8 S5.2___________7 S5.2___________7 S5.2___________
7 S5
.
2
_____
_
_
_
_
_
_
7 S5.2___________
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5.2___________7 S5.2___________7 S5.2___________8 S5.2___________7 S5.2___________7 S5.2___________8 S5.2___________7 S5.2___________7 S5.2___________
27'-0"8'-0"
36
'
-
7
1
/
2
"
22
'
-
1
0
"
8"
POST SEE NOTE 16 POST SEE NOTE 16POST SEE NOTE 16POST SEE NOTE 16 SW3364SW3364SW3336SW3336
SW3367
SW3367
SW
6
6
4
SW3367
SW3367
SW3367
SW
6
6
4
7
SW3367
SW3367
SW
6
6
4
7
SW
6
6
6
6
SW6666 SW6666
SW
6
6
4
7
SW3367
SW3367
SW
6
6
4
SW
6
6
4
7
SW
6
6
4
7
SW336
SW3677
SW367
SW3677 SW
3
3
6
4
SW
3
3
6
4
SW367
SW
3
3
6
4
SW3364
SW
3
3
6
4
SW3334
SW
3
3
6
6
SW3336
SW3366 SW3336 SW3336 SW3336
SW3336
SW
3
3
6
4
SW3336 SW3334SW3334SW3SW3364SW3364SW3364
T/S
L
A
B
EL
4'-
0
"
T/S
L
A
B
EL
4'-
0
"
T/S
L
A
B
EL
4'-
0
"
T/S
L
A
B
EL
4'-
0
"
T/S
L
A
B
EL
3'-
0
"
T/SLAB EL 3'-8"S
S
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
1
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:17:19 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.G1FOUNDATIONPLAN - SEGMENT GAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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UNIT A1-4
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UNIT B1-1
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UNIT B1-1 G=1155 N=1091UNIT B1-1G=1155N=1091
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@
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@
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18" WOOD FLOOR TRUSS @ 2'-0"
18" WOOD FLOOR TRUSS @ 2'-0"
18" WOOD FLOOR TRUSS @ 2'-0"
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9 S7
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:17:37 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.G2SECOND FLOOR FRAMING PLAN -SEGMENT GAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
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UNIT A1-4
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UNIT A1
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18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
(2) 2x10 GIRDER TRUSS
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"GIRDER TRUSS18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"@
18
"
W
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F
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2'-0"
SEE DETAIL 1/S4.F3
SEE DETAIL 1/S4.H3(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR18" WOOD FLOOR TRUSS @ 19.2"
3 S7
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4
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_
_
_
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3 S7
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4
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_
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4
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3 S7.4___________3 S7.4___________2 S7.4___________3 S7.4___________1 S7.4___________
1 S7
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_
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_
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2 S7
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4
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_
_
_
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_
3 S7.4___________
3 S7
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4
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_
GI
R
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GI
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18" WOOD FLOOR TRUSS @ 2'-0"
TR
U
S
S
@
2
'
-
0
"
18
"
W
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F
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@
2
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0
"
18
"
W
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F
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2x
8
1'
-
4
"
@ 2x81'-4"
@
2x
8
1'
-
4
"
TR
U
S
S
@
2
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-
0
"
18
"
W
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F
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4 S7.4___________
4 S7
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4
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_
_
_
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_
4 S7.4___________
4 S7
.
4
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_
_
_
_
4 S7
.
4
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_
_
_
_
_
_
@
2x
8
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4
"
@
2x
8
1'
-
4
"
@
2x
8
1'-
4
"
4 S7
.
4
_____
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_
_
_
_
_
@
2x
8
1'
-
4
"
@
2x
8
1'-
4
"
@ 2x81'-4"
@ 2x81'-4"@ 2x81'-4"
@
2x
8
1'
-
4
"
@2x81'-4"@ 2x81'-4"@ 2x81'-4"
18
"
W
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2
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-
0
"
GIRDERTRUSSTRUSS @ 2'-0"18" WOOD FLOOR TRUSS @ 2'-0"18" WOOD FLOORGIRDERTRUSS
@
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?
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(2)1 3/4x9 1/4 LVL
(2
)
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9
1
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(2)1 3/4x9 1/4 LVL
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4
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(2
)
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4
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9
1
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4
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18" WOOD FLOOR TRUSS @ 2'-0"
18" WOOD FLOOR TRUSS @ 2'-0"
(2
)
1
3
/
4
x
9
1
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4
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)
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(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
SW3364SW3364SW3336SW3336
SW3367
SW3367
SW
6
6
4
SW3367
SW3367
SW3367
SW
6
6
4
7
SW3367
SW3367
SW
6
6
4
7
SW
6
6
6
6
SW6666 SW6666
SW
6
6
4
7
SW3367
SW3367
SW
6
6
4
SW
6
6
4
7
SW
6
6
4
7
SW336
SW3677
SW-677
SW367
SW-67
SW
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3
6
4
SW-677SW-677
SW-677 SW-67
SW-67 SW-67
SW-677
SW3677 SW
3
3
6
4
SW-67 SW-67
SW
3
3
6
4
SW367
SW
3
3
6
4
SW3364
SW
3
3
6
4
SW3334
SW
3
3
6
6
SW3336
SW3366 SW3336 SW3336 SW3336
SW3336
SW
3
3
6
4
SW3336 SW3334SW3334SW3364SW3364SW3364
9 S7
.
4
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_
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_
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9 S7.4___________
9 S7
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PL
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3
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:17:53 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.G3THIRD FLOOR FRAMING PLAN -SEGMENT GAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
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1
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8
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=
1
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0
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S4
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3
1
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ROOF TERRACE N=675 SF
UN
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1
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1
G=
8
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0
N=
7
2
9
UN
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T
A
1
UNIT A1-1
G=800
N=729
UNIT A1
UNIT A1-1
G=800
N=729
UNIT A1
UN
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T
A
1
-
1
G=
8
0
0
N=
7
2
9
UN
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A
1
UNIT A1-1
G=800
N=729
UNIT A1
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A
1
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1
G=
8
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7
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9
UN
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7
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9
UN
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UN
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T
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6
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1
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7
1
7
N=
6
5
3
UN
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6
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1
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7
1
7
N=
6
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UN
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5
7
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6
9
2
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4
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UNIT B2-3G=1105N=1042UNIT C1-2 G= 1585 N=1470
UNIT B1-1
G=1155
N=1091
UNIT B1-1
G=1155
N=1091
UN
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2
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UNIT A1-4
G=794
N=727
UNIT A1
UNIT B3-1G=1265N=1201
UP
5 1/4"x14" PSL5 1/4"x14" PSL(2) 2x105 1/4"x14" PSL 18" WOOD FLOOR TRUSSES @ 19.2"@ 2'-0" OC AT OUTSIDE TERRACE12" WOOD FLOOR TRUSSES @ 2'-0" OC AT OUTSIDE TERRACE12" WOOD FLOOR TRUSSES
(2
)
2
x
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18" W O O D F L O O R T R U S S @ 19.2"
GIRDER TRUSS
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@
1
9
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2
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18
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18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
(2) 2x10 GIRDER TRUSS
TRUSS @ 19.2"
18" WOOD FLOOR
18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
GIRDER TRUSS18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10
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SEE DETAIL 1/S4.F4
SEE DETAIL 1/S4.H4(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR18" WOOD FLOOR TRUSS @ 19.2"
3 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
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1 S7
.
4
_____
_
_
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_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
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2 S7.4___________3 S7.4___________1 S7.4___________
1 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
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_
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_
3 S7
.
4
_____
_
_
_
_
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_
3 S7
.
4
_____
_
_
_
_
_
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2 S7
.
4
_____
_
_
_
_
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4 S7
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4
_____
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_
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4 S7.4___________
4 S7
.
4
_____
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4 S7
.
4
_____
_
_
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_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
18" WOOD FLOOR TRUSS @ 2'-0"
TR
U
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@
2
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-
0
"
18
"
W
O
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F
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2
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0
"
18
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18
"
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8
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4
"
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2x
8
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-
4
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2
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18
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2
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18
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18
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"
18" WOOD FLOOR TRUSS @ 2'-0"GIRDER TRUSS
GIRDER
TRUSS
18
"
W
O
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@
2
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-
0
"
@
2x
8
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4
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2x
8
1'
-
4
"
@ 2x81'-4"@
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8
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-
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@
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8
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4
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8
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-
4
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8
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4
"
5 S7.4___________7 S7.4___________6 S7.4___________5 S7.4___________
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)
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3
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9
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9
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9
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9
1
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9
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)
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2x
8
1'
-
4
"
@2x81'-4"
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
@
2x
8
1'
-
4
"
18" WOOD FLOOR TRUSS @ 2'-0"
SW3364SW3364SW3336SW3336
SW3367
SW3367
SW3367
SW3367
SW3367
SW
6
6
4
7
SW3367
SW3367
SW
6
6
4
7
SW
6
6
6
6
SW6666 SW6666
SW
6
6
4
7
SW3367
SW3367
SW
6
6
4
7
SW
6
6
4
7
SW3677
SW-677
SW
-
3
6
4
SW-677SW-677
SW-677
SW-677
SW3677 SW
3
3
6
4
SW
3
3
6
4
SW367
SW
3
3
6
4
SW
3
3
6
4
SW
3
3
6
4
SW3334
SW
3
3
6
6
SW3336
SW
3
3
6
6
SW3336 SW3336 SW3336
SW3336
SW
3
3
6
4
SW3336 SW3334SW3334SW3364SW3364SW33649S7.4___________
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
4
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:18:11 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.G4FOURTH FLOOR FRAMING PLAN -SEGMENT GAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
G
4
1
4T
H
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
G
UP
SEE DETAIL 1/S4.F5
SEE DETAIL 1/S4.H5GIRDER TRUSS
WO
O
D
R
O
O
F
T
R
U
S
S
E
S
@
2
'
-
0
"
U
O
N
WO
O
D
R
O
O
F
T
R
U
S
S
E
S
@
2
'
-
0
"
U
O
N
6 S9.1___________8 S9.1___________
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
1 S9.1___________4 S9.1___________
4 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
1 S9
.
1
_____
_
_
_
_
_
_
4 S9
.
1
_____
_
_
_
_
_
_
6 S9.1___________1 S9.1___________4 S9.1___________
GI
R
D
E
R
TR
U
S
S
GI
R
D
E
R
TR
U
S
S
GIRDERTRUSS
5
1
/
4
x
9
1
/
4
L
V
L
5 1/4x9 1/4 LVL
5
1
/
4
x
9
1
/
4
L
V
L
5 1/4x9 1/4 LVL
5
1
/
4
x
9
1
/
4
L
V
L
5 1/4x9 1/4 LVL
5
1
/
4
x
9
1
/
4
L
V
L
5 1/4x9 1/4 LVL
GIRDER TRUSS
WO
O
D
R
O
O
F
T
R
U
S
S
E
S
@
2
'
-
0
"
U
O
N
WO
O
D
R
O
O
F
T
R
U
S
S
E
S
@
2
'
-
0
"
U
O
N
5 S9.2___________
5 S9
.
2
_____
_
_
_
_
_
_
5 S9
.
2
_____
_
_
_
_
_
_
5 S9
.
2
_____
_
_
_
_
_
_
6 S9
.
2
_____
_
_
_
_
_
_
6 S9
.
2
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
5
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:18:25 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.G5ROOF FRAMING PLAN - SEGMENT GAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
G
5
1
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
G
UNIT A6-8
G=716
N=652
UNIT B2-2G=1105N=1042
UNIT A1-3
G=794
N=727
UNIT B5-1G=1024N=961
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT A1-2
G=800
N=729
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT A6-7 G=703 N=654UNIT A6-6G=703N=642
UNIT A6-5HC
G=717
N=653
UNIT A6-5
G=717
N=653
UNIT A6-5
G=717
N=653
UNIT A6-5
G=717
N=653
UNIT A6-5
G=717
N=653
UNIT A6-5
G=717
N=653
UNIT A6-4
G=
N=678
UNIT B1-5 G=1155 N=1091
UNIT A6-8
G=716
N=652
UNIT B2-2G=1105N=1042
UNIT A1-3
G=794
N=727
UNIT B5-1G=1024N=961
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT A1-2
G=800
N=729
UN
I
T
A
1
-
2
G=
8
0
0
N=
7
2
9
UNIT A6-7 G=703 N=654UNIT A6-6G=703N=642
UNIT A6-5HC
G=717
N=653
UNIT A6-5
G=717
N=653
UNIT A6-5
G=717
N=653
UNIT A6-5
G=717
N=653
UNIT A6-5
G=717
N=653
UNIT A6-5
G=717
N=653
UNIT A6-4
G=
N=678
UNIT B1-5 G=1155 N=1091 KLMN
8
11
8.
1
9.
6
SEE DETAIL 1/S4.A1SEE DETAIL 1/S4.G1 8'-0"23'-3"3'-9"
18"x18"18"x18"18"x18"
12
"
C
O
N
C
.
WA
L
L
12
"
C
O
N
C
.
WA
L
L
12
"
C
O
N
C
.
WA
L
L
12
"
C
O
N
C
.
WA
L
L
WF3.0 WF3.0WF3.0 WF3.0 8" CMU 4 S5.2___________4 S5.2___________4 S5.2___________
4 S5
.
2
_____
_
_
_
_
_
_
4 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5.2___________
7 S5
.
2
_____
_
_
_
_
_
_
8 S5.2___________
8 S5
.
2
_____
_
_
_
_
_
_
8 S5.2___________
7 S5
.
2
_____
_
_
_
_
_
_
7 S5.2___________
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
7 S5.2___________
7 S5
.
2
_____
_
_
_
_
_
_
7 S5
.
2
_____
_
_
_
_
_
_
8 S5
.
2
_____
_
_
_
_
_
_
7 S5.2___________
8'-0"
36
'
-
7
1
/
2
"
22
'
-
1
0
"
8"
SW
6
6
4
7
SW
6
6
7
SW6677 SW667SW3336
SW
6
6
7
7
SW
6
6
7
7
SW
6
6
7
7
SW667SW6677SW3336
SW
6
6
7
7
SW
6
6
7
7
SW6677SW6677
SW
6
6
7
7
SW
6
6
7
SW3364SW3364SW3336SW3336
SW
6
6
4
7
SW
6
6
4
7
SW3367
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW3367
SW336
SW33 SW33 SW3
SW367
SW
3
3
6
4
SW
3
3
6
4
SW367
SW3334SW3364SW3364
T/S
L
A
B
EL
4'-
0
"
T/S
L
A
B
EL
3'-
0
"
T/S
L
A
B
EL
2'-
4
"
T/S
L
A
B
EL
1'-
0
"
T/S
L
A
B
EL
1'-
8
"
T/SLAB EL 3'-8"
T/S
L
A
B
EL
3'-
0
"
T/SLAB EL 3'-4"
T/S
L
A
B
EL
2'-
4
"
T/S
L
A
B
EL
1'-
4
"
T/S
L
A
B
EL
8"
SSS
S
S
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
1
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:18:43 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.H1FOUNDATIONPLAN - SEGMENT HAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
H
1
1
FO
U
N
D
A
T
I
O
N
P
L
A
N
-
S
E
G
M
E
N
T
H
UNIT A6-8
G=716
N=652
UNIT B2-3G=1105N=1042
UNIT A1-4
G=794
N=727
UNIT B5-2G=1024N=961
UNIT A6-4
G=
N=678
UNIT A6-3 G=703 N=654UNIT A6-2G=703N=642
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UN
I
T
A
6
-
1
G=
7
1
7
N=
6
5
3
UN
I
T
A
6
-
1
G=
7
1
7
N=
6
5
3
UNIT A6-1
G=717
N=653
UNIT B1-1 G=1155 N=1091
UN
I
T
A
1
-
1
G=
8
0
0
N=
7
2
9
UN
I
T
A
1
-
1
G=
8
0
0
N=
7
2
9
UNIT A1-1
G=800
N=729
UN
I
T
B
2
-
1
G=
1
0
8
1
N=
1
0
1
7
UN
I
T
B
2
-
1
G=
1
0
8
1
N=
1
0
1
7
KLMN
8
11
8.
1
9.
6
(2) 2x10
GIRDER TRUSS
(2) 2x10
(2
) 2
x
1
0
1
8"
W
O
O
D F
L
O
O
R T
R
U
S
S
@
19.2"
GIRDER TRUSS
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2 x 1 0
18"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@ 19
.
2
"
GI
R
D
E
R
T
R
U
S
S
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2) 2x10
18" W O O D F L O O R T R U S S @ 19.2"
GIRDER TRUSS
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSS
@ 19.2"
GI
R
D
E
R
T
R
U
S
S
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2
) 2
x
1
0
GIRDER TRUSS
(2) 2x10
(2) 2x1018" WOOD FLOOR TRUSSES @ 19.2"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10
12
"
N
W
C
P
O
S
T
-
T
E
N
S
I
O
N
E
D
PO
D
I
U
M
S
L
A
B
TRUSS @ 19.2"
18" WOOD
FLOOR
18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"
GI
R
D
E
R
TR
U
S
S
36
'
-
7
1
/
2
"
22
'
-
1
0
"
8"
8'-0"23'-3"3'-9"GIRDERTRUSS SEE DETAIL 1/S4.A2SEE DETAIL 1/S4.G2
@ 2x81'-4"
@ 2x81'-4"
(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10
GI
R
D
E
R
TR
U
S
S
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
@ 2x81'-4"
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
@ 2x81'-4"
@ 2x81'-4"
@
2x
8
1'
-
4
"
@
2x
8
1'
-
4
"
@ 2x81'-4"
@ 2x81'-4"@ 2x81'-4"
@ 2x81'-4"@ 2x81'-4"
3 S7
.
4
_____
_
_
_
_
_
_
@ 2x81'-4"
2 S7
.
4
_____
_
_
_
_
_
_
2 S7.4___________3 S7.4___________
@ 2x81'-4"
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
4 S7.4___________4 S7.4___________
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
TRUSS @ 2'-0"FLOOR 18" WOOD
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
@ 2x81'-4"(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL? ? ?? ? ?
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
18" WOOD FLOOR TRUSS @ 2'-0"
18" WOOD FLOOR TRUSS @ 2'-0"18" WOOD FLOOR TRUSS @ 2'-0"
SW
6
6
4
7
SW
6
6
7
SW6677 SW667SW3336
SW
6
6
7
7
SW
6
6
7
7
SW
6
6
7
7
SW667SW6677SW3336
SW
6
6
7
7
SW
6
6
7
7
SW6677SW6677
SW
6
6
7
7
SW
6
6
7
SW3364SW3364SW3336SW3336
SW
6
6
4
7
SW
6
6
4
7
SW3367
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW3367
SW336
SW33 SW33
SW367
SW-67
SW
-
3
6
4
SW-677
SW-67
SW-67 SW-67
SW
3
3
6
4
SW-67 SW-67
SW
3
3
6
4
SW367
SW3334SW3364SW3364
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7.4___________
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
2
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:19:07 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.H2SECOND FLOOR FRAMING PLAN -SEGMENT HAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
H
2
1
2N
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
H
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UN
I
T
A
1
UN
I
T
A
1
UNIT A1-1
G=800
N=729
UNIT A1
UN
I
T
A
1
-
1
G=
8
0
0
N=
7
2
9
UN
I
T
A
1
UN
I
T
A
1
-
1
G=
8
0
0
N=
7
2
9
UN
I
T
A
1
UN
I
T
A
6
-
1
G=
7
1
7
N=
6
5
3
UN
I
T
A
6
-
1
G=
7
1
7
N=
6
5
3
UNIT A6-2G=703N=642 UNIT A6-3G=703N=654
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UNIT A6-4
G=
N=678
UNIT B2-3G=1105N=1042 UNIT B5-2G=1024N=961UNIT B1-1G=1155N=1091
UN
I
T
B
2
-
1
G=
1
0
8
1
N=
1
0
1
7
UN
I
T
B
2
-
1
G=
1
0
8
1
N=
1
0
1
7
UNIT A1-4
G=794
N=727
UNIT A1
UNIT A6-8
G=716
N=652
(2) 2x10
GIRDER TRUSS
(2) 2x10
(2) 2
x
1
0
1
8"
W
O
O
D F
L
O
O
R T
R
U
S
S
@ 1
9.2"
GIRDER TRUSS
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2 x 1 0
18"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@ 19
.
2
"
GI
R
D
E
R
T
R
U
S
S
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2) 2x10
18" W O O D F L O O R T R U S S @ 1 9.2"
GIRDER TRUSS
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10
18" WOOD FLOOR TRUSS
@ 19.2"
GI
R
D
E
R
T
R
U
S
S
(2
)
2
x
1
0
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
(2) 2
x
1
0
GIRDER TRUSS
(2) 2x10
(2) 2x1018" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"
18
"
W
O
O
D
F
L
O
O
R
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
1
9
.
2
"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10
(2) 2x10 (2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"SEE DETAIL 1/S4.A3SEE DETAIL 1/S4.G3(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"
18
"
W
O
O
D
F
L
O
O
R
18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
2 S7.4___________3 S7.4___________
2 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
3 S7
.
4
_____
_
_
_
_
_
_
2 S7
.
4
_____
_
_
_
_
_
_
3 S7.4___________
GI
R
D
E
R
TR
U
S
S
tR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
4 S7.4___________4 S7.4___________
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
4 S7
.
4
_____
_
_
_
_
_
_
@
2x
8
1'
-
4
"
@ 2x81'-4"
@
2x
8
1'-
4
"
@
2x
8
1'
-
4
"
@ 2x81'-4"
@ 2x81'-4"@ 2x81'-4"
GIRDER
TRUSS
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
@
?
?
TRUSS @ 2'-0"
18" WOOD FLOOR 18" WOOD FLOOR TRUSS @ 2'-0"
GI
R
D
E
R
TR
U
S
S
@ 2x81'-4"@ 2x81'-4"@ 2x81'-4"TRUSS @ 2'-0"
18" WOOD
FLOOR
@ 2x81'-4"
@ 2x81'-4"
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
TR
U
S
S
@
2
'
-
0
"
18
"
W
O
O
D
F
L
O
O
R
(2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL? ? ?
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL (2)1 3/4x9 1/4 LVL
@ 2x81'-4"@ 2x81'-4"
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
@ 2x81'-4"@ 2x81'-4"
(2)1 3/4x9 1/4 LVL
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2
)
1
3
/
4
x
9
1
/
4
L
V
L
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2)1 3/4x9 1/4 LVL
(2) 2x10
18
"
W
O
O
D
F
L
O
O
R
T
R
U
S
S
@
2
'
-
0
"
18" WOOD FLOOR TRUSS @ 2'-0"
SW
6
6
4
7
SW
6
6
7
SW6677 SW667SW3336
SW
6
6
7
7
SW
6
6
7
7
SW
6
6
7
7
SW667SW6677SW3336
SW
6
6
7
7
SW
6
6
7
7
SW6677SW6677
SW
6
6
7
7
SW
6
6
7
SW3364SW3364SW3336SW3336
SW
6
6
4
7
SW
6
6
4
7
SW3367
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW
6
6
4
7
SW3367
SW336
SW367
SW-67
SW
-
3
6
4
SW-677
SW-67
SW-67 SW-67
SW
3
3
6
4
SW-67 SW-67
SW
3
3
6
4
SW367
SW3334
SW3364 SW3364 9 S7.4___________
9 S7
.
4
_____
_
_
_
_
_
_
9 S7
.
4
_____
_
_
_
_
_
_
9 S7.4___________
9 S7
.
4
_____
_
_
_
_
_
_
PL
A
N
N
O
T
E
S
:
SE
E
S
H
E
E
T
S
3
.
3
E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:19:27 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.H3THIRD FLOOR FRAMING PLAN -SEGMENT HAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
S4
.
H
3
1
3R
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
-
S
E
G
M
E
N
T
H
elect.
UNIT A6-1
G=717 N=653
UNIT A6-1
G=717
N=653
UN
I
T
A
1
UN
I
T
A
1
UNIT A1-1
G=800
N=729
UNIT A1
UN
I
T
A
1
-
1
G=
8
0
0
N=
7
2
9
UN
I
T
A
1
UN
I
T
A
1
-
1
G=
8
0
0
N=
7
2
9
UN
I
T
A
1
UN
I
T
A
6
-
1
G=
7
1
7
N=
6
5
3
UN
I
T
A
6
-
1
G=
7
1
7
N=
6
5
3
UNIT A6-2G=703N=642 UNIT A6-3G=703N=654
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717
N=653
UNIT A6-1
G=717 N=653
UNIT A6-1
G=717 N=653
UNIT A6-4
G=N=678UNIT B2-3G=1105N=1042 UNIT B5-2G=1024N=961
UN
I
T
B
2
-
1
G=
1
0
8
1
N=
1
0
1
7
UN
I
T
B
2
-
1
G=
1
0
8
1
N=
1
0
1
7
UNIT A1-4
G=794
N=727
UNIT A1UNIT B3-1G=1265N=1201
UNIT A6-8
G=716
N=652
UP
(2) 2x10
GIRDER TRUSS
(2) 2
x
1
0
18"
W
O
O
D F
L
O
O
R T
R
U
S
S
@ 1
9.2"
GIRDER TRUSS
(2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
(2) 2 x 1 0
18"
W
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18" WOOD FLOOR TRUSS
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2
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18" WOOD FLOOR TRUSS @ 19.2"
(2) 2x10 (2) 2x10
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"
18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10
GI
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SEE DETAIL 1/S4.A4SEE DETAIL 1/S4.G4(2) 2x10 18" WOOD FLOOR TRUSSES @ 19.2"TRUSS @ 19.2"18" WOOD FLOOR (2) 2x1018" WOOD FLOOR TRUSSES @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"18" WOOD FLOOR TRUSS @ 19.2"(2) 2x10
3 S7
.
4
_____
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2 S7
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4
_____
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2 S7.4___________3 S7.4___________
2 S7
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4
_____
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3 S7
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4
_____
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3 S7
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4
_____
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3 S7.4___________
3 S7
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4
_____
_
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2 S7
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4
_____
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4
_____
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4 S7
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4
_____
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4
_____
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_____
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18" WOOD FLOOR TRUSS @ 2'-0"
TRUSS @ 2'-0"
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@
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_____
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:20:18 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.H4FOURTH FLOOR FRAMING PLAN -SEGMENT HAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C ABCDEFGHKey PlanNAPARTMENTSCARMEL, INDIANA client logo revision dates N ESW333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:20:35 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S4.H5ROOF FRAMING PLAN - SEGMENT HAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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NOTE:ALL HOOKS ARE STANDARD ACI HOOKS TYPICAL CONCRETE WALL CORNERS & INTERSECTIONSE N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C APARTMENTSCARMEL, INDIANA client logo revision dates333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:20:41 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
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8/6/2015 5:20:47 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C APARTMENTSCARMEL, INDIANA client logo revision dates333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:20:53 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S6.1MASONRYSECTIONS &DETAILSAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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HEADER SCHEDULE (FOR 4 STORY BUILDINGS)LOCATION INTERIOR LOAD BEARING EXTERIORHEADER2-2x12 in 2x4 WALL 2-2x10 in 2x6 WALL SPAN < 4'-0" : 3-2x6 SPAN < 6'-0" : 3-2x8 NOTES:1)USE THIS SCHEDULE ONLY FOR HEADERS AND BEAMS THAT ARE NOT CALLED OUT ON PLAN.2)ALL HEADERS AND BEAMS SHALL BE FASTENED TOGETHER AS PER DETAIL 9/S7.13SPAN < 7'-0" : 3-2x10 SPAN < 13'-0" : (3)1 3/4"x9 1/4" LVL 4STUD SCHEDULE LOCATION 1ST FLOOREXTERIOR2-2x6 @ 16"#1/#2 SPFINTERIORLOAD BEARING 3-2x4 @ 16"#1/#2 SPF NOTES 1)SYP DENOTES SOUTHERN YELLOW PINE.2)SPF DENOTES SPRUCE-PINE-FIR. (SYP MAY BE SUBSTITUTED)3)AT FLOORS WHERE 2-2x4 STUDS ARE REQUIRED, THIS DOUBLE STUD COMBINATION SHALL BE CONSIDERED AS ONE STUD IN ALL NOTES AND DETAILS THAT REFER TO A "NUMBER OF STUDS" REQUIRED (EXCEPT FOR SHEAR WALL SCHEDULE). ALL DOUBLE STUDS SHALL BE NAILED TOGETHER AS PER DETAIL 7/S7.1 4)INTERIOR NON LOAD BEARING STUDS SHALL BE 2x4 @ 24" STUD GRADE SPF.5)AT EXTERIOR WALLS WHERE FLOOR TO CEILING HEIGHT EXCEEDS 12', USE 2-2x6@16" #1/#2 SPF STUDS. (20'-0" HEIGHT MAX)(FOR 4 STORY BUILDING WITH 9' CEILING)2ND FLOOR2-2x6 @ 16"STUD GRADE SPF2-2x4 @ 16"STUD GRADE SPF 3RD FLOOR2x6 @ 16"STUD GRADE SPF2x4 @ 16"STUD GRADE SPF 2x6 @ 16"STUD GRADE SPF2x4 @ 16"STUD GRADE SPF4TH FLOOR (5)
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8/6/2015 5:20:57 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S7.1SCHEDULES &DETAILSAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C APARTMENTSCARMEL, INDIANA client logo revision dates333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:21:03 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S7.2SCHEDULES &DETAILSAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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8/6/2015 5:21:06 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
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8/6/2015 5:21:10 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
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8/6/2015 5:21:18 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S8.1CONCRETE WALL ELEVATIONSAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
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8/6/2015 5:21:24 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
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ROOF SHEATHING SIMPSON A34 CLIP AT 12"AT SHEARWALLS ONLYDRAFTSTOPIF REQUIRED,SEE ARCHROOF TRUSS,SEE PLAN SHEARWALL SHEATHING,SEE PLAN FOR LOCATION.SHEARWALL @ INTERIOR WALL AT ROOFE N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C APARTMENTSCARMEL, INDIANA client logo revision dates333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:21:29 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
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1
10
SECTION
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ROOF SHEATHING ROOF TRUSS,SEE PLANRIM JOISTS AT EACH END,ATTACH w/4-10d AT EACH JOIST2x10 RAFTER AT EACH STUD PAIR (2'-0" OC MAX)VERIFY w/ARCH3'-0"VERIFY w/ARCH1'-6"VERIFY w/ARCH1'-6"VERIFY w/ARCH 4'-0"ATTACH RAFTER AT EACH STUD w/5-10d AS SHOWN WRAP ENTIRE FIN STRUCTUREw/7/16" WOOD PANEL SHEATHING AND ATTACH w/8d@6" AT PANEL EDGES AND w/8d@12" AT INTERMEDIATE SUPPORTS.ATTACH STUDS AT TOP AND BOTTOM CHORD OF ROOF TRUSS w/5-10d NAILS AS SHOWN2x6 STUDS AT EACH ROOF TRUSS (2'-0" OC MAX)CUT RECTANGULAR HOLE IN ROOF SHEATHING FOR STUD TO PARTS THROUGH FOR INFORMATION NOT SHOWN,SEE SECTION 1/S9.1BLOCKINGTRUSS @ 2'-0" OC
8d
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CONCRETEWALLROOFSHEATHING8d @6"ROOF TRUSS,SEE PLAN2x12 LEDGER,w/2-1/2"x6" EXP ANCHORS @ 24" OCHUS210HANGER2x4 LEDGER w/1/2"x6" EXP ANCHOR @ 24" OC
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E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C APARTMENTSCARMEL, INDIANA client logo revision dates333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:21:35 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S9.2ROOF FRAMING SECTIONS &DETAILSAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
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:
3
/
4
"
=
1
'
-
0
"
S9
.
21
SE
C
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SC
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:
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/
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"
=
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'
-
0
"
S9
.
2
2
SE
C
T
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SCALE: 3/4" = 1'-0"S9.24SECTION
SC
A
L
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:
3
/
4
"
=
1
'
-
0
"
S9
.
2
3
SE
C
T
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SC
A
L
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:
3
/
4
"
=
1
'
-
0
"
S9
.
26
SE
C
T
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SC
A
L
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:
3
/
4
"
=
1
'
-
0
"
S9
.
25
SE
C
T
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SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
S9
.
2
7
SE
C
T
I
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SCALE: 3/4" = 1'-0"S9.28SECTION
SC
A
L
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:
3
/
4
"
=
1
'
-
0
"
S9
.
29
SE
C
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SC
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:
3
/
4
"
=
1
'
-
0
"
S9
.
2
10
SE
C
T
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1'-0"2'-0"8'-4"
7
5
/
8
"
8'
-
8
1
/
2
"
1'-
1
1
3
/
8
"
8'-8 1/2"1'-4 7/16"10'-3 1/8"1'-4 7/16"1'-0"2'-0"8'-4"
#5
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(9'-0" MAX)
SEE ARCH
2 S10.1___________3 S10.1___________
10
'
-
3
1
/
8
"
8'-8 1/2"1'-4 7/16"1'-11 3/8"8'-8 1/2"7 5/8"
1'-
4
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6
"
33'-0"7'-9 1/4"
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0
.
1
_____
_
_
_
_
_
_
4 S10.1___________PROVIDE #5 BAR EF FULL HEIGHT IN 3 GROUTED CELLS (6 BARS TOTAL) ON 4'-6"x4'-6"x1'-0" FOOTING w/5-#5 EW BOT. (T/FTG EL -2'-0")SLAB JOINTS,SEE 1/S5.1E N G I N E E R I N G I N C email: mail@McVeighMangum.com Eng. of Record:License No.:1610 East Morehead Street, Suite 100 Charlotte, North Carolina 28207 Ph: (704) 547-9035 Fax: (704) 547-9036 Firm License No.: C-3391 M VEIGH MANGUM C APARTMENTSCARMEL, INDIANA client logo revision dates333 West Trade Street, Suite 300 Charlotte, NC 28202 T: 704.333.7862 F: 704.343.9380 Project No:Issue Date:Issued For:1412GRAND & MAIN
8/6/2015 5:21:52 PMC:\Users\jhooker\Documents\MME Revit Projects\Revit 2015\14599 - Grand at Main Apartments - Struct - 2015_jhooker.rvt
S10.1DUMPSTER PAD ENCLOSUREAUGUST 7, 2015 Permit Set???????Douglas R. Sweeney
SC
A
L
E
:
1
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4
"
=
1
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-
0
"
S1
0
.
1
2
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