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DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
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OR
PR
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C
T
WIT
H
O
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T
AR
C
H
I
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C
T
PE
R
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I
O
N
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AR
C
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C
T
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P
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R
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OW
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H
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OU
T
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IN
TH
E
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R
/
A
R
C
H
I
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C
T
AG
R
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E
M
E
N
T
.
Q.
AL
L
CO
N
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R
A
C
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SH
A
L
L
FIE
L
D
VE
R
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AL
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CO
N
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N
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TO
EN
S
U
R
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PR
O
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R
RE
Q
U
I
R
E
D
CLE
A
R
A
N
C
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S
,
FU
N
C
T
I
O
N
A
L
I
T
Y
,
AN
D
FU
L
L
OP
E
R
A
B
I
L
I
T
Y
OF TH
E
I
R
S
AN
D
CO
O
R
D
I
N
A
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I
N
G
SC
O
P
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OF
WO
R
K
.
AR
C
H
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DR
A
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M
B
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N
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M
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N
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ST
A
N
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B
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:
RE
F
L
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C
T
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D
CE
I
L
I
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LE
G
E
N
D
:
MA
T
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LE
G
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:
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N
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A
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D DJ
GE
N
E
R
A
L
IN
F
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M
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T
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N
DRAWING LIST
SC
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P
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DR
A
W
I
N
G
S
AN
N
O
T
A
T
I
O
N
LE
G
E
N
D
GE
N
E
R
A
L
NO
T
E
S
(RESIDENTIAL)
CO
D
E
S
& ST
A
N
D
A
R
D
S
AP
P
L
I
C
A
B
L
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BU
I
L
D
I
N
G
CO
D
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S
(RESIDENTIAL)
‐ IN
D
I
A
N
A
RE
S
I
D
E
N
T
I
A
L
CODE (IRC) 2005
‐ (IN
D
I
A
N
A
AMENDMENTS) ‐ 2008
‐ CH
A
P
T
E
R
11; ENERGY EFFICIENCY
‐ PE
R
MO
D
I
F
I
E
D
TEXT FROM CHAPTER 11 OF 2009 INTERNATIONAL RESIDENTIAL CODE
(A
D
O
P
T
E
D
APRIL 2012)
MA
R
I
O
N
CO
U
N
T
Y
:
IN
D
I
A
N
A
CL
I
M
A
T
E
ZO
N
E
‐
5
BU
I
L
D
I
N
G
TH
E
R
M
A
L
EN
V
E
L
O
P
E
:
‐ R‐VA
L
U
E
CO
M
P
U
T
A
T
I
O
N
IS USED TO COMPLY.
‐ CO
N
F
I
R
M
WITH BUILDING OFFICIAL THE ACCEPTED OR REQUIRED PROCEDURES FOR
VIS
U
A
L
OR
TESTING TO CONFIRM AIR TIGHTNESS AT END OF ROUGH‐IN AND INSULATION
PH
A
S
E
S
.
DSM CAS A0002014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 Cover Sheet09/12/14CHECK SETDrawing List Sheet NumberSheet Name A000Cover Sheet A001Specifications A100Site Plan A101Foundation Plan A102First Floor Framing Plan A103Second Floor Framing Plan A104Attic Framing Plan A106Basement Floor Plan A107First Floor Plan A108Second Floor Plan A109Roof Plan A200Exterior Elevations A201Exterior Elevations A202Exterior Elevations A300Sections A301Sections / Details A302Sections / Details A303Section / Details A600Opening Schedule A601Door / Window Details 10/10/14CHECK SETNOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).
DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
FILE NAME:COPYRIGHT:HAUS ‐ 2014CHECK SET (SHELL)DSM CAS A0012014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 Specifications09/12/14CHECK SETNOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).
01
Ge
n
e
r
a
l
Co
n
d
i
t
i
o
n
s
A.
A
l
l
co
n
s
t
r
u
c
t
i
o
n
sh
a
l
l
co
n
f
o
r
m
to
th
e
cu
r
r
e
n
t
ed
i
t
i
o
n
of th
e
In
d
i
a
n
a
Re
s
i
d
e
n
t
i
a
l
Co
d
e
an
d
all
Fe
d
e
r
a
l
,
St
a
t
e
,
an
d
Lo
c
a
l
re
q
u
i
r
e
m
e
n
t
s
(in
c
l
u
d
i
n
g
th
e
cu
r
r
e
n
t
ve
r
s
i
o
n
of th
e
In
t
e
r
n
a
t
i
o
n
a
l
En
e
r
g
y
Co
n
s
e
r
v
a
t
i
o
n
Co
d
e
ad
o
p
t
e
d
/
a
m
e
n
d
e
d
by
th
e
Sta
t
e
of In
d
i
a
n
a
)
as ap
p
r
o
v
e
d
by
th
e
lo
c
a
l
bu
i
l
d
i
n
g
au
t
h
o
r
i
t
y
at bu
i
l
d
i
n
g
pe
r
m
i
t
ap
p
r
o
v
a
l
.
B.
O
n
l
y
Dra
w
i
n
g
s
th
a
t
in
d
i
c
a
t
e
“C
O
N
S
T
R
U
C
T
I
O
N
DO
CU
M
E
N
T
S
”
or "C
D
s
"
sh
a
l
l
be
use
d
fo
r
fin
a
l
co
n
s
t
r
u
c
t
i
o
n
.
Dra
w
i
n
g
s
in
d
i
c
a
t
i
n
g
“P
R
O
G
R
E
S
S
SE
T
”
,
“B
I
D
SE
T
”
,
“N
O
T
FO
R
CO
N
S
T
R
U
C
T
I
O
N
”
,
an
d
/
o
r
“C
H
E
C
K
S
E
T
”
may
no
t
be
co
m
p
l
e
t
e
.
It is
th
e
re
s
p
o
n
s
i
b
i
l
i
t
y
of th
e
Co
n
t
r
a
c
t
o
r
to
en
s
u
r
e
th
a
t
th
e
y
ha
v
e
ac
q
u
i
r
e
d
th
e
mo
s
t
up
‐to
‐da
t
e
se
t
of Dra
w
i
n
g
s
th
a
t
ha
v
e
be
e
n
ap
p
r
o
v
e
d
fo
r
co
n
s
t
r
u
c
t
i
o
n
.
C.
T
h
e
s
e
Ge
ne
r
a
l
Co
n
s
t
r
u
c
t
i
o
n
No
t
e
s
wo
r
k
in
co
m
p
l
i
m
e
n
t
to
th
e
Dra
w
i
n
g
s
.
Whe
r
e
Dra
w
i
n
g
s
an
d
Co
n
s
t
r
u
c
t
i
o
n
No
t
e
s
are
in
co
n
f
l
i
c
t
,
ple
a
s
e
no
t
i
f
y
th
e
Arc
h
i
t
e
c
t
to
re
q
u
e
s
t
cla
r
i
f
i
c
a
t
i
o
n
.
In
th
e
s
e
co
n
d
i
t
i
o
n
s
,
th
e
mo
s
t
re
s
t
r
i
c
t
i
v
e
or mo
s
t
ex
p
e
n
s
i
v
e
co
n
d
i
t
i
o
n
pre
v
a
i
l
s
.
Arc
h
i
t
e
c
t
wil
l
ma
k
e
th
e
fin
a
l
de
t
e
r
m
i
n
a
t
i
o
n
wh
i
c
h
co
n
d
i
t
i
o
n
to
in
s
t
a
l
l
in
fie
l
d
.
D.
I
n
all
ca
s
e
s
,
fo
l
l
o
w
ma
n
u
f
a
c
t
u
r
e
r
’
s
gu
id
e
l
i
n
e
s
an
d
in
s
t
r
u
c
t
i
o
n
s
fo
r
ma
t
e
r
i
a
l
ha
n
d
l
i
n
g
an
d
in
s
t
a
l
l
a
t
i
o
n
.
E.
C
o
n
t
r
a
c
t
o
r
is
re
s
p
o
n
s
i
b
l
e
fo
r
ma
i
n
t
a
i
n
i
n
g
a cle
a
n
wo
r
k
s
i
t
e
th
r
o
u
g
h
o
u
t
an
d
als
o
fo
r
me
a
n
s
,
me
t
h
o
d
s
,
sa
f
e
t
y
.
No
sm
o
k
i
n
g
sh
a
l
l
be
all
o
w
e
d
in
s
i
d
e
str
u
c
t
u
r
e
s
(n
e
w
or ex
i
s
t
i
n
g
)
.
Sm
o
k
i
n
g
is
all
o
w
e
d
ou
t
s
i
d
e
‐
dis
p
o
s
e
of bu
t
t
s
pro
p
e
r
l
y
(d
o
n
'
t
th
r
o
w
th
e
m
in
th
e
ya
r
d
or on
th
e
pr
o
p
e
r
t
y
)
.
Wh
ere
ap
p
l
i
c
a
b
l
e
,
Co
n
t
r
a
c
t
o
r
s
sh
a
l
l
ab
i
d
e
by
th
e
ne
i
g
h
b
o
r
h
o
o
d
co
v
e
n
a
n
t
s
‐
gu
i
d
e
l
i
n
e
s
as th
e
y
pe
r
t
a
i
n
to
co
n
s
t
r
u
c
t
i
o
n
ac
t
i
v
i
t
i
e
s
an
d
ex
t
e
r
i
o
r
im
p
r
o
v
e
m
e
n
t
s
.
F.
T
h
e
Co
n
t
r
a
c
t
o
r
is
re
s
p
o
n
s
i
b
l
e
fo
r
pro
t
e
c
t
i
n
g
all
ex
i
s
t
i
n
g
co
n
s
t
r
u
c
t
i
o
n
,
uti
l
i
t
i
e
s
an
d
sit
e
am
e
n
i
t
i
e
s
to
no
t
be
aff
e
c
t
e
d
by
th
e
pro
j
e
c
t
.
G.
S
i
g
n
e
d
ag
r
e
e
m
e
n
t
s
be
t
w
e
e
n
Co
n
t
r
a
c
t
o
r
an
d
Ow
n
e
r
ar
e
re
q
u
i
r
e
d
pri
o
r
to
pro
c
e
e
d
i
n
g
wit
h
Wo
r
k
.
Ag
r
ee
m
e
n
t
s
will
it
e
m
i
z
e
th
e
sc
o
p
e
s
of wo
r
k
an
d
ag
r
e
e
d
fe
e
.
Co
n
t
r
a
c
t
o
r
an
d
Ow
n
e
r
sh
a
l
l
pro
v
i
d
e
cu
r
r
e
n
t
ce
r
t
i
f
i
c
a
t
e
s
of in
s
u
r
a
n
c
e
as
a co
n
d
i
t
i
o
n
of th
e
ag
r
e
e
m
e
n
t
.
H.
A
l
l
Co
n
t
r
a
c
t
o
r
s
to
fie
l
d
ve
r
i
f
y
ex
i
s
t
i
n
g
co
n
d
i
t
i
o
n
s
to
en
s
u
r
e
to
l
e
r
a
n
c
e
s
/
s
i
z
e
s
are
ad
e
q
u
a
t
e
fo
r
fu
l
l
y
fu
n
c
t
i
o
n
a
l
sy
s
t
e
m
s
/
i
n
s
t
a
l
l
a
t
i
o
n
s
.
Arc
h
i
t
e
c
t
'
s
Dra
w
i
n
g
s
are
no
t
sh
o
p
dra
w
i
n
g
s
.
Co
n
t
r
a
c
t
o
r
sh
a
l
l
re
p
o
r
t
an
y
dis
c
r
e
p
a
n
c
i
e
s
to
Arc
h
ite
c
t
an
d
Co
n
s
t
r
u
c
t
i
o
n
Man
a
g
e
r
.
Fie
l
d
ve
r
i
f
i
c
a
t
i
o
n
of all
co
n
d
i
t
i
o
n
s
(in
c
l
u
d
i
n
g
dim
e
n
s
i
o
n
s
in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
)
sh
a
l
l
be
a co
n
d
i
t
i
o
n
of th
e
Co
n
t
r
a
c
t
fo
r
all
tr
a
d
e
s
/
s
u
p
p
l
i
e
r
s
to
en
s
u
r
e
pr
o
p
e
r
co
o
r
d
i
n
a
t
i
o
n
an
d
to
l
e
r
a
n
c
e
s
ad
e
q
u
a
t
e
fo
r
th
e
in
t
e
n
d
e
d
re
s
u
l
t
s
an
d
a co
m
p
e
t
e
jo
b
.
02
Sit
e
w
o
r
k
A.
F
i
n
i
s
h
gra
d
e
to
a le
v
e
l
co
n
d
i
t
i
o
n
wit
h
a po
s
i
t
i
v
e
dra
i
n
a
g
e
aw
a
y
fro
m
ho
u
s
e
.
Fin
i
s
h
gra
d
e
,
se
e
d
an
d
st
r
a
w
as pe
r
ag
r
e
e
m
e
n
t
wit
h
Ow
n
e
r
.
Co
o
r
d
i
n
a
t
e
wit
h
Ow
n
e
r
’
s
La
n
d
s
c
a
p
e
Arc
h
i
t
e
c
t
wh
e
r
e
ap
p
l
i
c
a
b
l
e
.
In
ord
e
r
to
co
m
p
l
y
wit
h
Fe
d
/
S
t
a
t
e
/
L
o
c
a
l
re
q
u
i
r
e
m
e
n
t
s
an
d
‘s
u
s
t
a
i
n
a
b
l
e
pr
a
c
t
i
c
e
s
’
,
pro
v
i
d
e
mea
n
s
to
lim
i
t
to
p
s
o
i
l
ero
s
i
o
n
an
d
po
l
l
u
t
i
o
n
ru
n
‐off
(b
y
wa
t
e
r
an
d
wind
)
to
su
r
r
o
u
n
d
i
n
g
pr
o
p
e
r
t
i
e
s
,
pa
r
t
i
c
u
l
a
r
l
y
th
e
ad
j
a
c
e
n
t
bo
d
y
of wa
t
e
r
.
B.
C
o
n
t
r
a
c
t
o
r
sh
a
l
l
pro
v
i
d
e
& mai
n
t
a
i
n
str
a
w
or oth
e
r
ero
s
i
o
n
an
d
sp
l
a
s
h
co
n
t
r
o
l
pe
r
i
m
e
t
e
r
gro
u
n
d
co
v
e
r
i
n
g
to
pre
v
e
n
t
dir
t
‐mu
d
de
b
r
i
s
fr
o
m
sp
l
a
s
h
i
n
g
on
t
o
fin
i
s
h
wa
l
l
su
r
f
a
c
e
s
.
C.
P
r
o
v
i
d
e
pe
r
i
m
e
t
e
r
fo
u
n
d
a
t
i
o
n
dra
i
n
a
g
e
an
d
cr
a
w
l
sp
a
c
e
su
m
p
pit
s
wh
e
r
e
in
d
i
c
a
t
e
d
or as
ne
c
e
s
s
a
r
y
.
D.
H
e
a
v
y
Du
ty
Va
p
o
r
Ba
r
r
i
e
r
as
in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
(f
o
r
cr
a
w
l
sp
a
c
e
s
an
d
un
d
e
r
co
n
c
r
e
t
e
sla
b
s
on
l
y
)
sh
a
l
l
be
‘G
r
a
c
e
:
Flo
r
p
r
u
f
e
12
0
Va
p
o
r
Ba
r
r
i
e
r
’
an
d
sh
a
l
l
in
c
l
u
d
e
fu
l
l
as
s
e
m
b
l
y
ac
c
e
s
s
o
r
i
e
s
pe
r
man
u
f
a
c
t
u
r
e
r
(P
r
e
p
r
u
f
e
Ta
p
e
)
.
Alt
e
r
n
a
t
e
s
sh
a
l
l
on
l
y
be
co
n
s
i
d
e
r
e
d
if ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
E.
C
o
n
c
r
e
t
e
Wa
l
k
s
/
D
r
i
v
e
s
:
Ex
c
a
v
a
t
e
an
d
re
m
o
v
e
all
dir
t
as re
q
u
i
r
e
d
fo
r
in
s
t
a
l
l
a
t
i
o
n
of min
i
m
u
m
6”
pe
a
gr
av
e
l
an
d
4”
min
i
m
u
m
co
n
c
r
e
t
e
wal
k
/
d
r
i
v
e
.
Dri
v
e
s
ma
y
be
n
e
f
i
t
fr
o
m
6"
th
i
c
k
n
e
s
s
(R
e
f
:
Dra
w
i
n
g
s
)
Use
air
‐en
t
r
a
i
n
e
d
co
n
c
r
e
t
e
to
st
r
e
n
g
t
h
to
me
e
t
Co
d
e
re
q
u
i
r
e
m
e
n
t
s
.
Pro
v
i
d
e
fin
i
s
h
pe
r
Arc
h
i
t
e
c
t
wit
h
co
n
t
r
o
l
jo
i
n
t
s
an
d
ex
p
a
n
s
i
o
n
jo
i
n
t
s
as re
q
u
i
r
e
d
an
d
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
Man
a
g
e
slo
p
e
s
as
re
q
u
i
r
e
d
fo
r
dra
i
n
a
g
e
an
d to
co
o
r
d
i
n
a
t
e
wit
h
sit
e
co
n
d
i
t
i
o
n
s
.
Re
f
e
r
to
La
n
d
s
c
a
p
e
Arc
h
i
t
e
c
t
Dra
w
i
n
g
s
fo
r
sit
e
w
o
r
k
/
d
r
i
v
e
s
/
w
a
l
k
s
/
e
t
c
.
F.
C
o
n
c
r
e
t
e
Sla
b
s
(S
u
b
s
t
r
a
t
e
fo
r
Fin
i
s
h
St
o
n
e
w
o
r
k
)
:
Sa
m
e
as wa
l
k
s
ab
o
v
e
.
Co
o
r
d
i
n
a
t
e
sla
b
ele
v
a
t
i
o
n
s
wit
h
pr
o
p
o
s
e
d
sto
n
e
sy
s
t
e
m
th
i
c
k
n
e
s
s
e
s
,
etc
.
G.
F
i
n
i
s
h
Sto
n
e
w
o
r
k
fo
r
Te
r
r
a
c
e
s
/
P
o
r
c
h
e
s
/
W
a
l
k
s
:
Fo
l
l
o
w
de
s
i
g
n
in
t
e
n
t
of th
e
Dra
w
i
n
g
s
an
d
all
in
d
u
s
t
r
y
sta
n
d
a
r
d
s
(ie
,
Lim
e
s
t
o
n
e
In
s
t
i
t
u
t
e
s
of Am
e
r
i
c
a
)
fo
r
ap
p
lic
a
b
l
e
pro
d
u
c
t
s
in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
.
H.
C
o
n
t
r
a
c
t
o
r
is
re
q
u
i
r
e
d
to
la
y
o
u
t
all
sit
e
wo
r
k
pe
r
sit
e
pla
n
an
d
id
e
n
t
i
f
y
an
y
dis
c
r
e
p
a
n
c
i
e
s
to
th
e
Ar
c
h
i
t
e
c
t
fo
r
cla
r
i
f
i
c
a
t
i
o
n
pr
i
o
r
to
co
m
m
e
n
c
e
m
e
n
t
of wo
r
k
.
I.
C
o
n
t
r
a
c
t
o
r
sh
a
l
l
mar
k
an
d
ve
r
i
f
y
lo
c
a
t
i
o
n
of un
d
e
r
g
r
o
u
n
d
uti
l
i
t
i
e
s
pri
o
r
to
co
m
m
e
n
c
e
m
e
n
t
of wo
r
k
.
J.
E
x
c
a
v
a
t
i
o
n
sh
a
l
l
be
pe
r
f
o
r
m
e
d
in
a tim
e
l
y
an
d
ne
at fa
s
h
i
o
n
an
d
sh
a
l
l
be
ex
e
c
u
t
e
d
to
min
i
m
i
z
e
dis
t
u
r
b
a
n
c
e
s
to
th
e
tre
e
s
mar
k
e
d
to
re
m
a
i
n
an
d
th
e
Ow
n
e
r
’
s
pro
p
e
r
t
y
an
d
ad
j
a
c
e
n
t
pro
p
e
r
t
y
.
All
ex
c
a
v
a
t
e
d
mat
e
r
i
a
l
sh
a
l
l
be
sp
r
e
a
d
on
th
e
ex
i
s
t
i
n
g
pro
p
e
r
t
y
wh
e
r
e
po
s
s
i
b
l
e
.
If no
t
po
s
s
i
b
l
e
,
Co
n
t
r
a
c
t
o
r
sh
a
l
l
re
m
o
v
e
sp
o
i
l
s
fro
m
sit
e
co
m
p
l
e
t
e
l
y
.
K.
C
o
n
t
r
a
c
t
o
r
sh
a
l
l
wo
r
k
wit
h
i
n
th
e
ne
i
g
h
b
o
r
h
o
o
d
co
v
e
n
a
n
t
s
an
d
sh
a
l
l pa
r
t
i
c
u
l
a
r
l
y
att
e
n
d
to
dir
t
an
d
de
b
r
i
s
th
a
t
may
be
tra
c
k
e
d
in
t
o
th
e
st
r
e
e
t
s
(in
ad
d
i
t
i
o
n
to
th
e
oth
e
r
to
p
s
o
i
l
ero
s
i
o
n
an
d
po
l
l
u
t
a
n
t
co
n
t
r
o
l
me
n
t
i
o
n
e
d
ab
o
v
e
)
.
03
Co
n
c
r
e
t
e
A.
C
o
n
t
r
a
c
t
o
r
sh
a
l
l
ve
r
i
f
y
th
a
t
all
su
b
s
u
r
f
a
c
e
so
i
l
s
me
e
t
de
s
i
g
n
re
q
u
i
r
e
m
e
n
t
s
pri
o
r
to
po
u
r
i
n
g
co
n
c
r
e
t
e
fo
o
t
i
n
g
s
an
d
/ or sla
b
s
an
d
sh
a
l
l
co
o
r
d
i
n
a
t
e
Pe
r
m
i
t
in
s
p
e
c
t
i
o
n
s
ac
c
o
r
d
i
n
g
l
y
.
B.
C
o
n
c
r
e
t
e
fo
o
t
i
n
g
s
sh
a
l
l
be
at a min
i
m
u
m
de
p
t
h
of 30
"
be
l
o
w
gr
a
d
e
or be
l
o
w
fro
s
t
lin
e
as
de
f
i
n
e
d
by
ap
p
l
i
c
a
b
l
e
Bu
i
l
d
i
n
g
Co
d
e
,
wh
i
c
h
e
v
e
r
is
gr
e
a
t
e
r
,
be
24
”
wide
,
an
d
10
”
de
e
p
/
t
h
i
c
k
wit
h
(2
)
#
5
re
b
a
r
ru
n
n
i
n
g
co
n
t
i
n
u
o
u
s
l
y
(e
x
c
e
p
t
wh
e
r
e
no
t
e
d
oth
e
r
w
i
s
e
on
Dra
w
i
n
g
s
or Sc
o
p
e
s
of Wo
r
k
)
.
Fo
o
t
i
n
g
s
to
uti
l
i
z
e
min
i
m
u
m
2.5
0
0
p
s
i
co
n
c
r
e
t
e
.
Re
f
e
r
to
fo
u
n
d
a
t
i
o
n
pla
n
fo
r
siz
e
/
d
e
s
i
g
n
.
A mo
r
e
eco
n
o
m
i
c
a
l
16
"
wid
e
fo
o
t
i
n
g
(b
u
c
k
e
t
wid
t
h
)
x ju
s
t
be
l
o
w
gr
a
d
e
he
i
g
h
t
ma
y
be
uti
l
i
z
e
d
wit
h
sh
o
r
t
e
r
CM
U
fo
u
n
d
a
t
i
o
n
wall if
th
i
s
me
t
h
o
d
wil
l
sa
v
e
on
co
s
t
(a
s
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
)
.
C.
C
o
n
c
r
e
t
e
Wal
l
s
:
Re
i
n
f
o
r
c
i
n
g
to
be
pe
r
Dra
w
i
n
g
s
.
Wal
l
s
to
ut
i
l
i
z
e
3,5
0
0
p
s
i
co
n
c
r
e
t
e
.
At ga
r
a
g
e
or ov
e
r
h
e
a
d
do
o
r
s
,
ro
u
g
h
op
e
n
i
n
g
sh
a
l
l
be
3"
wid
e
r
th
a
n
th
e
fin
i
s
h
do
o
r
op
e
n
i
n
g
siz
e
an
d
1‐1/2
"
ta
l
l
e
r
un
l
e
s
s
no
t
e
d
oth
e
r
w
i
s
e
on
Dra
w
i
n
g
s
.
Ple
a
s
e
re
f
e
r
to
Dra
win
g
s
fo
r
an
y
sp
e
c
i
a
l
de
t
a
i
l
s
or vis
i
b
l
e
wal
l
s
or po
r
t
i
o
n
s
of wa
l
l
s
re
q
u
i
r
i
n
g
a sp
e
c
i
a
l
fin
i
s
h
(b
o
a
r
d
‐fo
r
m
e
d
,
fo
r
in
s
t
a
n
c
e
)
.
Co
m
p
l
e
t
e
mo
c
k
‐up
fo
r
Arc
h
i
t
e
c
t
ap
p
r
o
v
a
l
in
ca
s
e
s
of sp
e
c
i
a
l
fin
i
s
h
.
D.
C
o
n
c
r
e
t
e
Sla
b
s
:
Pr
o
v
i
d
e
min
i
m
u
m
4” co
n
c
r
e
t
e
sla
b
ov
e
r
6”
pe
a
gra
v
e
l
/
c
o
m
p
a
c
t
e
d
fil
l
wit
h
he
a
v
y
du
t
y
ap
p
r
o
v
e
d
va
p
o
r
ba
r
r
i
e
r
bu
r
i
e
d
at
mid
‐po
in
t
of pe
a
gra
v
e
l
/
f
i
l
l
.
Pr
o
v
i
d
e
co
n
t
r
o
l
jo
i
n
t
s
as in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
or to
mee
t
Co
d
e
min
i
m
u
m
re
q
u
i
r
e
m
e
n
t
s
.
Jo
i
n
t
lo
c
a
t
i
o
n
s
are
to
be
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
an
d
ma
y
be
sa
w
c
u
t
or to
o
l
e
d
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
If
in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
,
pro
v
i
d
e
ad
d
i
t
i
o
n
a
l
re
i
n
f
o
r
c
e
m
e
n
t
s
in
d
i
c
a
t
e
d
.
In
t
e
r
i
o
r
sla
b
s
to
uti
l
i
z
e
4,0
0
0
p
s
i
co
n
c
r
e
t
e
.
Fin
i
s
h
to
be
st
an
d
a
r
d
sm
o
o
t
h
.
Sla
b
sh
a
l
l
slo
p
e
to
dra
i
n
or slo
p
e
to
do
o
r
wit
h
slo
p
e
d
do
o
r
de
p
r
e
s
s
i
o
n
to
ma
n
a
g
e
wat
e
r
pe
r
Dra
w
i
n
g
s
.
E.
D
r
i
v
e
s
,
wa
l
k
s
,
sit
e
re
t
a
i
n
i
n
g
wa
l
l
s
to
uti
l
i
z
e
4,0
0
0
ps
i
wit
h
air
‐en
t
r
a
i
n
e
d
mix
wit
h
fib
e
r
‐re
i
n
f
o
r
c
e
m
e
n
t
.
Dri
v
e
to
ha
v
e
to
o
l
e
d
ed
g
e
s
an
d
co
n
t
r
o
l
jo
i
n
t
s
wit
h
fin
i
s
h
bro
o
m
e
d
to
ed
g
e
wit
h
o
u
t
visib
l
e
fla
t
to
o
l
i
n
g
at ed
g
e
s
un
l
e
s
s
no
t
e
d
oth
e
r
w
i
s
e
.
Re
f
e
r
to
Dra
w
i
n
g
s
fo
r
sp
e
c
i
a
l
fin
i
s
h
e
s
‐
pro
v
i
d
e
sit
e
mo
c
k
‐up
s
fo
r
Arc
h
i
t
e
c
t
ap
p
r
o
v
a
l
pri
o
r
to
pro
c
e
e
d
i
n
g
wit
h
th
e
wo
r
k
.
F.
C
o
n
t
r
a
c
t
o
r
wil
l
ba
c
k
f
i
l
l
fo
o
t
i
n
g
s
/
f
o
u
n
d
a
t
i
o
n
wa
l
l
s
.
Slo
p
e
gr
a
d
e
aw
a
y
fr
o
m
wa
l
l
s
pe
r
se
c
t
i
o
n
dra
w
i
n
g
s
.
G.
C
o
n
t
r
a
c
t
o
r
is
to
pro
v
i
d
e
ex
t
e
r
i
o
r
+ in
t
e
r
i
o
r
pe
r
i
m
e
t
e
r
dra
i
n
a
g
e
til
e
s
wra
p
p
i
n
g
th
e
ad
d
it
i
o
n
an
d
ty
i
n
g
in
t
o
ex
i
s
t
i
n
g
dra
i
n
a
g
e
sy
s
t
e
m
an
d
ne
w
su
m
p
pit
.
H.
F
o
u
n
d
a
t
i
o
n
Wat
e
r
p
r
o
o
f
i
n
g
:
Xy
p
e
x
Co
n
c
e
n
t
r
a
t
e
(fl
u
i
d
‐ap
p
l
i
e
d
)
or ap
p
r
o
v
e
d
eq
u
a
l
.
I.
F
o
u
n
d
a
t
i
o
n
‘M
e
m
b
r
a
n
e
’
:
Gra
c
e
Ic
e
& Wat
e
r
Sh
i
e
l
d
(m
e
m
b
r
a
n
e
)
or ap
p
r
o
v
e
d
eq
u
a
l
.
04
Ma
s
o
n
r
y
A.
C
o
n
t
r
a
c
t
o
r
sh
a
l
l
pro
v
i
d
e
Sto
n
e
,
Br
i
c
k
,
an
d
Co
n
c
r
e
t
e
Ma
s
o
n
r
y
Un
i
t
s
as
ap
p
r
o
v
e
d
by
th
e
Arc
h
i
t
e
c
t
an
d
Ow
n
e
r
.
B.
P
r
o
t
e
c
t
i
o
n
:
All
mas
o
n
r
y
ma
t
e
r
i
a
l
s
sh
a
l
l
be
sto
r
e
d
in
su
c
h
a wa
y
th
a
t
th
e
y
are
ele
v
a
t
e
d
ab
o
v
e
th
e
gro
u
n
d
an
d
co
v
e
r
e
d
to
pr
o
t
e
c
t
fr
o
m
mo
i
s
t
u
r
e
,
mu
d
,
du
s
t
an
d
mat
e
r
i
a
l
co
n
t
a
m
i
n
a
n
t
s
.
Co
m
p
l
e
t
e
l
y
co
v
e
r
to
p
an
d
min
i
m
u
m
of 24
”
ve
rt.
of bo
t
h
sid
e
s
of pa
r
t
i
a
l
l
y
co
m
p
l
e
t
e
d
wo
r
k
wh
e
n
wo
r
k
is
no
t
in
pro
g
r
e
s
s
.
C.
C
o
n
c
r
e
t
e
Mas
o
n
r
y
Un
i
t
s
:
Co
n
c
r
e
t
e
Mas
o
n
r
y
Un
i
t
s
sh
a
l
l
be
la
i
d
wit
h
all
re
i
n
f
o
r
c
i
n
g
,
tie
s
,
jo
i
n
t
s
,
wa
t
e
r
p
r
o
o
f
i
n
g
an
d
gro
u
t
i
n
g
as de
s
i
g
n
e
d
an
d
as
re
q
u
i
r
e
d
by
ap
p
l
i
c
a
b
l
e
Bu
i
l
d
i
n
g
Co
d
e
se
c
t
i
o
n
s
,
AST
M
Sta
n
d
a
r
d
s
an
d
th
e
In
t
e
r
n
a
t
i
o
n
a
l
Mas
o
n
r
y
In
s
t
i
t
u
t
e
.
All
CM
U
’
s
sh
a
l
l
be
la
id
tr
u
e
,
le
v
e
l
,
plu
m
b
an
d
in
ac
c
o
r
d
a
n
c
e
to
th
e
pla
n
s
.
At ga
r
a
g
e
or ov
e
r
h
e
a
d
do
o
r
s
,
op
e
n
i
n
g
s
sh
a
l
l
be
3" wid
e
r
th
a
n
fin
i
s
h
do
o
r
wid
t
h
an
d
1‐1/2
"
ta
l
l
e
r
un
l
e
s
s
no
t
e
d
ot
h
e
r
w
i
s
e
on
Dra
w
i
n
g
s
.
At wal
l
fo
u
n
d
a
t
i
o
n
s
,
if
wa
l
l
se
c
t
i
o
n
is
de
s
i
g
n
e
d
wit
h
o
u
t
fla
s
h
i
n
g
fo
r
bri
c
k
ve
n
e
e
r
s
,
th
e
n
CM
U
fo
u
n
d
a
t
i
o
n
ba
c
k
s
i
d
e
mu
s
t
be
drill
e
d
on
th
e
in
t
e
r
i
o
r
ba
s
e
8"
on
ce
n
t
e
r
to
all
o
w
we
e
p
i
n
g
in
t
o
th
e
pe
r
i
m
e
t
e
r
dra
i
n
a
g
e
sy
s
t
e
m
.
D.
B
r
i
c
k
Ve
n
e
e
r
+ Sto
n
e
Ve
n
e
e
r
:
Bri
c
k
Ve
n
e
e
r
(a
n
d
/
o
r
Sto
n
e
Ve
n
e
e
r
)
sh
a
l
l
be
la
i
d
wit
h
all
tie
s
,
fla
s
h
i
n
g
,
re
l
i
e
f
an
g
l
e
s
,
jo
i
n
t
s
,
lin
t
e
l
s
,
mo
r
t
a
r
dr
o
p
p
i
n
g
co
l
l
e
c
t
o
r
s
an
d
we
e
p
s
as
de
s
i
g
n
e
d
an
d
as re
q
u
i
r
e
d
by
ap
p
l
i
c
a
b
l
e
Bu
i
l
d
i
n
g
Co
d
e
se
cti
o
n
s
,
AS
T
M
Sta
n
d
a
r
d
s
an
d
Br
i
c
k
In
d
u
s
t
r
y
As
s
o
c
i
a
t
i
o
n
Te
c
h
n
i
c
a
l
No
t
e
s
an
d
as in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
.
All
bri
c
k
sh
a
l
l
be
la
i
d
tru
e
,
le
v
e
l
,
plu
m
b
an
d
in
ac
c
o
r
d
a
n
c
e
to
th
e
pla
n
s
.
Sto
n
e
(in
c
l
u
d
i
n
g
mix
)
sh
a
l
l
be
la
i
d
as
pe
r
su
p
p
l
i
e
r
re
c
o
m
m
e
n
d
a
t
i
o
n
s
an
d
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
In
no
ca
s
e
s
sh
a
l
l
ma
s
o
n
r
y
be
la
i
d
dir
e
c
t
l
y
on
to
wo
o
d
wit
h
o
u
t
Arc
h
i
t
e
c
t
‐ap
p
r
o
v
e
d
su
p
p
o
r
t
an
d
pro
t
e
c
t
i
o
n
.
Ne
w
or re
b
u
i
l
t
ch
i
m
n
e
y
s
sh
a
l
l
be
bu
i
l
t
wit
h
co
m
p
l
e
t
e
fla
s
h
i
n
g
s
/
w
e
e
p
s
pe
r
Bri
c
k
In
d
u
s
t
r
y
Ass
o
c
i
a
t
i
o
n
Te
c
h
n
i
c
a
l
No
t
e
s
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
Wal
l
‐to
‐ro
o
f
fla
s
h
i
n
g
s
sh
a
l
l
be
as pe
r
Arc
h
i
t
e
c
t
ap
p
r
o
v
e
d
me
t
h
o
d
s
.
Bri
c
k
Ty
p
e
1 is
fie
l
d
bri
c
k
(t
o
be
se
l
e
c
t
e
d
‐
re
f
e
r
to
Dra
w
i
n
g
s
)
.
Br
i
c
k
Ty
p
e
2 is
ac
c
en
t
bri
c
k
(t
o
be
se
l
e
c
t
e
d
‐
re
f
e
r
to
Dra
w
i
n
g
s
)
.
05
Met
a
l
s
A.
A
l
l
str
u
c
t
u
r
a
l
ste
e
l
sh
a
l
l
be
de
l
i
v
e
r
e
d
to
th
e
sit
e
wit
h
fa
c
t
o
r
y
ap
p
l
i
e
d
sh
o
p
pri
m
e
co
a
t
i
n
g
.
If in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
,
lo
o
s
e
lin
t
e
l
s
sh
a
l
l
be
ga
l
v
a
n
i
z
e
d
wit
h
fa
c
t
o
r
y
ap
p
l
i
e
d
sh
o
p
pr
i
m
e
co
a
t
i
n
g
.
All
ex
p
o
s
e
d
po
r
t
i
o
n
s
of lin
t
e
l
s
to
be
pa
i
n
t
e
d
to
ma
t
c
h
ad
j
a
c
e
n
t
tri
m
s
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
B.
P
r
o
v
i
d
e
alu
m
i
n
u
m
,
ste
e
l
,
an
d
sta
i
n
l
e
s
s
ste
e
l
ra
ili
n
g
sy
s
t
e
m
s
wh
e
r
e
in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
.
Me
t
a
l
ra
i
l
s
sh
a
l
l
be
sh
o
p
pa
i
n
t
e
d
pe
r
Dra
w
i
n
g
s
an
d
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
06
Ro
u
g
h
Ca
r
p
e
n
t
r
y
A.
C
o
n
t
r
a
c
t
o
r
sh
a
l
l
fu
r
n
i
s
h
all
la
b
o
r
,
to
o
l
s
,
eq
u
i
p
m
e
n
t
,
an
d
co
n
n
e
c
t
i
o
n
ha
r
d
w
a
r
e
an
d
pe
r
f
o
r
m
all
wo
r
k
re
q
u
i
r
e
d
to
co
m
p
l
e
t
e
th
e
ro
u
g
h
ca
r
p
e
n
t
r
y
de
m
o
l
i
t
i
o
n
,
ne
w
fra
m
i
n
g
,
blo
c
k
i
n
g
,
sh
e
a
t
h
i
n
g
,
we
a
t
h
e
r
ba
r
r
i
e
r
/
f
l
a
s
h
i
n
g
s
,
ra
i
n
‐sc
r
e
e
n
sy
s
t
e
m
s
,
ex
t
e
r
i
o
r
tri
m
s
an
d
sid
i
n
g
,
an
d
la
y
i
n
g
ic
e
/
w
a
t
e
r
sh
i
e
l
d
+ ro
o
f
pa
p
e
r
ov
e
r
ro
o
f
sh
e
a
t
h
i
n
g
.
All
li
n
e
s
sh
a
l
l
be
tru
e
to
dim
e
n
s
i
o
n
,
le
v
e
l
an
d
plu
m
b
.
Jo
i
s
t
s
an
d
ra
f
t
e
r
s
,
ex
c
e
p
t
ca
n
t
i
l
e
v
e
r
s
,
sh
a
l
l
be
in
s
t
a
l
l
e
d
cr
o
w
n
up
.
In
s
t
a
l
l
do
u
b
l
e
stu
d
s
at op
e
n
i
n
g
s
an
d
sta
g
g
e
r
jo
i
n
t
s
in
pla
t
e
s
an
d
bu
i
l
t
up
gir
d
e
r
s
.
Na
i
l
i
n
g
an
d
fr
a
m
i
n
g
sh
a
l
l
co
n
f
o
r
m
to
hig
h
e
s
t
sta
n
d
a
r
d
s
of th
e
cr
a
f
t
.
Ap
p
r
o
p
r
i
a
t
e
fa
s
t
e
n
e
r
(t
y
p
e
s
an
d
fin
i
s
h
e
s
)
sh
a
l
l
be
us
e
d
fo
r
ea
c
h
pa
r
t
i
c
u
l
a
r
ma
t
e
r
i
a
l
/
l
o
c
a
t
i
o
n
.
Sp
e
c
i
a
l
no
n
‐
co
r
r
o
d
i
n
g
fa
s
t
e
n
e
r
s
mu
st
be
us
e
d
fo
r
tre
a
t
e
d
wo
o
d
an
d
ex
t
e
r
i
o
r
ap
p
l
i
c
a
t
i
o
n
s
.
Co
n
t
r
a
c
t
o
r
mus
t
in
s
u
r
e
th
a
t
all
ha
n
g
e
r
s
,
fa
s
t
e
n
e
r
s
,
co
n
n
e
c
t
o
r
s
,
st
r
a
p
s
,
re
i
n
f
o
r
c
i
n
g
,
me
t
a
l
bra
c
i
n
g
,
etc
.
in
co
n
t
a
c
t
wit
h
tre
a
t
e
d
lu
m
b
e
r
or
ply
w
o
o
d
me
e
t
s
co
m
p
a
t
i
b
i
l
i
t
y
re
q
u
i
r
e
m
e
n
t
s
of lu
m
b
e
r
pro
d
u
c
e
r
,
ap
p
r
o
p
r
i
a
t
e
ha
r
d
w
a
r
e
man
u
f
a
c
t
u
r
e
r
s
an
d
bu
i
l
d
i
n
g
co
d
e
s
.
Wh
e
r
e
wo
o
d
co
m
e
s
in
t
o
co
n
t
a
c
t
wit
h
gra
d
e
,
co
n
c
r
e
t
e
,
or CM
U
,
tr
e
a
t
e
d
wo
od
mu
s
t
be
uti
l
i
z
e
d
.
B.
R
e
v
i
e
w
an
d
dis
c
u
s
s
wit
h
Arc
h
i
t
e
c
t
go
a
l
s
to
uti
l
i
z
e
"A
d
v
a
n
c
e
d
Fra
m
i
n
g
"
fo
r
th
i
s
pro
j
e
c
t
to
sa
v
e
la
b
o
r
/
m
a
t
e
r
i
a
l
co
s
t
an
d
ac
h
i
e
v
e
a be
t
t
e
r
in
s
u
l
a
t
e
d
str
u
c
t
u
r
e
.
C.
W
o
r
k
als
o
in
c
l
u
d
e
s
ex
t
e
r
i
o
r
tr
i
m
,
ex
t
e
r
i
o
r
win
d
o
w
s
/
s
a
s
h
,
ex
t
e
r
i
o
r
sc
r
e
e
n
s
,
sc
r
e
e
n
do
o
r
s
,
bli
n
d
s
,
an
d
sh
u
t
t
e
r
s
(w
h
e
r
e
ap
p
l
i
c
a
b
l
e
an
d
in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
)
.
D.
S
e
t
t
i
n
g
all
win
d
o
w
s
an
d
ex
t
e
r
i
o
r
do
ors
sh
a
l
l
eit
h
e
r
be
by fr
a
m
e
r
or win
d
o
w
co
n
t
r
a
c
t
o
r
(R
e
f
:
Win
d
o
w
s
& Do
o
r
s
sp
e
c
i
f
i
c
a
t
i
o
n
s
)
.
Fra
m
i
n
g
ro
u
g
h
op
e
n
i
n
g
s
will
be
by
fra
m
e
r
.
Win
d
o
w
/
D
o
o
r
in
s
t
a
l
l
e
r
to
pro
v
i
d
e
all
fla
s
h
i
n
g
s
,
se
a
l
a
n
t
s
,
fr
a
m
e
ex
p
a
n
d
e
r
s
as re
q
u
i
r
e
d
.
Fo
l
l
o
w
all
man
u
f
a
c
t
u
r
e
r
in
s
t
a
l
l
a
t
i
o
n
in
s
t
r
u
c
t
i
o
n
s
an
d
do
mo
c
k
‐up
in
s
t
a
l
l
a
t
i
o
n
fo
r
Arc
h
i
t
e
c
t
re
v
i
e
w
‐ap
p
r
o
v
a
l
.
Sil
l
pa
n
s
sh
a
l
l
be
us
e
d
at mo
s
t
do
ors
an
d
so
m
e
win
d
o
w
s
as re
v
i
e
w
e
d
‐ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
In
so
m
e
ca
s
e
s
,
Arc
h
i
t
e
c
t
ma
y
re
q
u
e
s
t
s
cu
s
t
o
m
Vy
c
o
r
sil
l
pa
n
s
un
d
e
r
win
d
o
w
s
or
do
o
r
s
.
Fo
r
win
d
o
w
re
p
l
a
c
e
m
e
n
t
s
in
ex
i
s
t
i
n
g
in
h
a
b
i
t
e
d
str
u
c
t
u
r
e
s
,
man
a
g
e
he
a
t
an
d
co
o
l
i
n
g
se
t
t
i
n
g
s
so
as
to
be
s
t
co
n
s
e
r
v
e
en
e
r
g
y
wh
i
l
e
pro
t
e
c
t
i
n
g
th
e
ex
i
s
t
i
n
g
st
r
u
c
t
u
r
e
an
d
co
n
t
e
n
t
s
.
Co
o
r
d
i
n
a
t
e
wit
h
Bu
ild
e
r
‐Ge
n
e
r
a
l
Co
n
t
r
a
c
t
o
r
‐Co
n
s
t
r
u
c
t
i
o
n
Man
a
g
e
r
.
A.
S
k
y
l
i
g
h
t
ro
u
g
h
op
e
n
i
n
g
s
an
d
in
s
t
a
l
l
a
t
i
o
n
to
be
by
Sk
y
l
i
g
h
t
pro
v
i
d
e
r
.
B.
I
n
s
t
a
l
l
so
l
i
d
blo
c
k
i
n
g
/
b
r
i
d
g
i
n
g
ov
e
r
all
ex
p
o
s
e
d
be
a
m
s
an
d
ev
e
r
y
8'o
c
of an
y
jo
i
s
t
sp
a
n
.
Pro
v
i
d
e
so
l
i
d
blo
c
k
i
n
g
on
ea
c
h
sid
e
of do
o
r
s
an
d
win
d
o
w
s
to
su
p
p
o
r
t
cu
r
t
a
i
n
ha
n
g
e
r
s
.
Pro
v
i
d
e
blo
c
k
i
n
g
fo
r
ca
b
i
n
e
t
s
an
d
ac
c
e
s
s
o
r
i
e
s
.
Pro
v
i
d
e
blo
c
k
i
n
g
at ba
se
of ea
c
h
in
s
i
d
e
co
r
n
e
r
to
ca
t
c
h
ba
s
e
b
o
a
r
d
an
d
wal
l
sh
e
a
t
h
i
n
g
.
Pro
v
i
d
e
4’ x 8’ x ¾” T & G
su
b
f
l
o
o
r
,
glu
e
d
an
d
sc
r
e
w
e
d
6"o
.
c
.
(r
i
n
g
‐sh
a
n
k
na
i
l
s
ac
c
e
p
t
a
b
l
e
)
.
All
jo
i
n
t
s
sh
a
l
l
be
cu
t
wit
h
clo
s
e
to
l
e
r
a
n
c
e
.
All
he
a
d
e
r
s
sh
a
l
l
be
le
v
e
l
an
d
tig
h
t
.
In
so
m
e
ca
s
e
s
,
Arc
h
i
t
e
c
t
ha
s
de
s
i
g
n
e
d
in
s
u
l
a
t
e
d
he
ad
e
r
s
(r
e
f
e
r
to
Dra
w
i
n
g
s
)
.
All
st
u
d
s
,
blo
c
k
i
n
g
,
etc
.
sh
a
l
l
be
pe
r
f
e
c
t
l
y
flu
s
h
to
ac
c
e
p
t
sh
e
e
t
r
o
c
k
.
Sta
i
r
co
l
u
m
n
s
an
d
ra
i
l
co
l
u
m
n
s
sh
a
l
l
ru
n
co
n
t
i
n
u
o
u
s
to
lo
w
e
s
t
po
s
s
i
b
l
e
po
i
n
t
an
d
be
se
c
u
r
e
d
in
t
o
flo
o
r
sy
s
t
e
m
an
d
bo
l
t
e
d
.
C.
P
o
s
i
t
i
o
n
cri
p
p
l
e
s
be
n
e
a
t
h
win
d
o
w
s
to
all
o
w
ele
c
t
r
i
c
a
l
bo
x
e
s
to
be
ce
n
t
e
r
e
d
un
d
e
r
win
d
o
w
s
.
Po
s
i
t
i
o
n
cri
p
p
l
e
s
at co
l
u
m
n
s
an
d oth
e
r
lik
e
co
n
d
i
t
i
o
n
s
to
all
o
w
ele
c
t
r
i
c
a
l
bo
x
e
s
to
be
ce
n
t
e
r
e
d
or as
oth
e
r
w
i
s
e
im
p
l
i
e
d
/
i
n
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
.
D.
R
o
o
f
i
n
g
un
d
e
r
l
a
y
m
e
n
t
ma
t
e
r
i
a
l
sh
a
l
l
be
30
#
as
p
h
a
l
t
sa
t
u
r
a
t
e
d
or org
a
n
i
c
fe
l
t
(a
n
d
ic
e
/
w
a
t
e
r
sh
i
e
l
d
wh
e
r
e
in
d
i
c
a
t
e
d
on
ro
o
f
pla
n
‐
ic
e
/
w
a
t
e
r
sh
i
e
l
d
lik
e
l
y
by
ro
o
f
e
r
TB
D
)
.
Un
d
e
r
l
a
y
m
e
n
t
sh
o
u
l
d
be
ap
p
l
i
e
d
ov
e
r
th
e
en
t
i
r
e
ro
o
f
as
so
o
n
as
th
e ro
o
f
sh
e
a
t
h
i
n
g
ha
s
be
e
n
co
m
p
l
e
t
e
d
wit
h
at le
a
s
t
2"
to
p
la
p
at all
ho
r
i
z
o
n
t
a
l
jo
i
n
t
s
an
d
4" sid
e
la
p
at en
d
jo
i
n
t
s
in
th
e
un
d
e
r
l
a
y
m
e
n
t
.
Th
e
un
d
e
r
l
a
y
m
e
n
t
sh
o
u
l
d
be
la
p
p
e
d
6" fr
o
m
bo
t
h
sid
e
s
ov
e
r
all
hip
s
an
d
rid
g
e
s
.
Ca
p
na
i
l
s
ar
e
to
be
use
d
to
ho
l
d
th
e
un
d
e
r
l
a
y
m
e
n
t
se
cu
r
e
l
y
in
pla
c
e
un
t
i
l
sh
i
n
g
l
e
s
ar
e
ap
p
l
i
e
d
.
Lo
w
e
s
t
to
e
bo
a
r
d
s
sh
a
l
l
be
at ro
o
f
’
s
ed
g
e
.
E.
F
r
a
m
i
n
g
pla
n
s
are
as
in
d
i
c
a
t
e
d
.
Sh
o
u
l
d
Co
n
t
r
a
c
t
o
r
ha
v
e
su
g
g
e
s
t
i
o
n
s
of oth
e
r
be
n
e
f
i
c
i
a
l
wa
y
s
to
fr
a
m
e
,
Co
n
t
r
a
c
t
o
r
sh
a
l
l
re
v
i
e
w
wit
h
Arc
h
i
t
e
c
t
.
F.
I
n
bu
i
l
d
i
n
g
s
wit
h
pla
s
t
e
r
,
sh
i
m
ad
j
a
c
e
n
t
wa
l
l
s
as ne
c
e
s
s
a
r
y
so
th
a
t
ne
w
dry
w
a
l
l
will
ali
g
n
wit
h
exi
s
t
i
n
g
plas
t
e
r
wa
l
l
s
‐
as ap
p
r
o
v
e
d
by Arc
h
i
t
e
c
t
.
G.
A
l
l
cu
t
off
s
lo
n
g
e
r
th
a
n
2’ ft
sh
a
l
l
be
ke
p
t
in
an
org
a
n
i
z
e
d
man
n
e
r
fo
r
la
t
e
r
use
to
ass
u
r
e
th
a
t
wa
s
t
e
is
ke
p
t
to
a min
i
m
u
m
.
H.
A
t
a min
i
m
u
m
,
flo
o
r
,
ce
i
l
i
n
g
an
d
gir
d
e
r
jo
i
s
t
sp
a
n
s
sh
a
l
l
be
as ou
t
l
i
n
e
d
in
th
e
cu
r
r
e
n
t
bu
i
l
d
i
n
g
co
d
e
s
.
I.
S
u
b
flo
o
r
s
ov
e
r
jo
is
t
sy
s
t
e
m
s
sh
a
l
l
be
3/
4
"
OSB
to
n
g
u
e
an
d
gro
o
v
e
4' x 8' sh
e
e
t
s
(o
r
ply
w
o
o
d
as
ne
g
o
t
i
a
t
e
d
)
.
All
ex
t
e
r
i
o
r
be
a
r
i
n
g
wal
l
s
sh
a
l
l
be
2X
lu
m
b
e
r
,
16
"
on
ce
n
t
e
r
wit
h
tr
e
a
t
e
d
sil
l
pla
t
e
s
(w
h
e
r
e
ov
e
r
CM
U
or co
n
c
r
e
t
e
)
an
d
do
u
b
l
e
to
p
pla
t
e
s
.
All
ex
t
e
r
i
o
r
wa
l
l
s
sh
a
l
l
be
fit
t
e
d
wit
h
ply
w
o
o
d
sh
e
a
t
h
i
n
g
pe
r
Dra
win
g
s
co
m
p
l
e
t
e
(O
S
B
op
t
i
o
n
a
l
pe
r
Dra
w
i
n
g
s
)
.
In
t
e
r
i
o
r
no
n
‐be
a
r
i
n
g
wa
l
l
s
may
be
co
n
s
t
r
u
c
t
e
d
wit
h
a sin
g
l
e
to
p
pla
t
e
in
s
t
a
l
l
e
d
to
pr
o
v
i
d
e
ov
e
r
l
a
p
p
i
n
g
at co
r
n
e
r
s
an
d
in
t
e
r
s
e
c
t
i
o
n
s
.
J.
A
l
l
stu
d
wa
l
l
s
in
sh
o
w
e
r
an
d
tu
b
are
a
s
re
c
e
i
v
i
n
g
til
e
sh
a
l
l
be
12
”
on
ce
n
t
e
r
.
All
wa
l
l
s
co
n
t
a
i
n
i
n
g
plu
m
b
i
n
g
was
t
e
,
ve
n
t
s
or su
p
p
l
i
e
s
sh
a
l
l
be
2"
x 6"
K.
All flo
o
r
sy
s
t
e
m
s
sh
a
l
l
be
co
n
s
t
r
u
c
t
e
d
wit
h
jo
i
s
t
s
as in
d
i
c
a
t
e
d
on
pla
n
s
.
All in
s
t
a
l
l
a
t
i
o
n
s
sh
a
l
l
be
in
str
i
c
t
ac
c
o
r
d
a
n
c
e
wit
h
th
e
fin
i
s
h
flo
o
r
i
n
g
ma
n
u
f
a
c
t
u
r
e
r
’
s
re
c
o
m
m
e
n
d
a
t
i
o
n
s
.
Fo
r
ad
d
i
t
i
o
n
s
,
be
pre
p
a
r
e
d
to
sh
i
m
to
p
s
of ne
w
fo
u
n
d
a
t
i
o
n
s
to
ma
t
c
h
ex
i
s
t
i
n
g
fo
u
n
d
a
t
i
o
n
s
so
th
a
t
all
flo
o
r
s
will
ali
g
n
.
L.
T
a
b
l
e
s
in
bu
i
l
d
i
n
g
co
de
sh
a
l
l
de
t
e
r
m
i
n
e
all
o
w
a
b
l
e
he
a
d
e
r
sp
a
n
s
.
Lo
a
d
be
a
r
i
n
g
he
a
d
e
r
s
ar
e
no
t
re
q
u
i
r
e
d
in
no
n
‐be
a
r
i
n
g
in
t
e
r
i
o
r
pa
r
t
i
t
i
o
n
s
.
M.
A
l
l
o
w
a
b
l
e
un
s
u
p
p
o
r
t
e
d
sp
a
n
s
fo
r
ce
i
l
i
n
g
jo
i
s
t
s
sh
a
l
l
be
de
t
e
r
m
i
n
e
d
by
ta
b
l
e
s
in
bu
i
l
d
i
n
g
co
d
e
.
All
o
w
a
b
l
e
sp
a
n
s
fo
r
ro
o
f
ra
f
t
e
r
s
sh
a
l
l
be
de
t
e
r
m
i
n
e
d
by
ta
b
l
e
s
in
bu
i
l
d
i
n
g
co
d
e
.
Ro
o
f
de
c
k
i
n
g
sh
a
l
l
be
5/8
"
OS
B
or
it
s
eq
uiv
a
l
e
n
t
fo
r
ra
f
t
e
r
sp
a
c
i
n
g
of 16
”
o
.
c
.
or le
s
s
.
Re
f
e
r
to
ta
b
l
e
s
in
co
d
e
fo
r
ap
p
l
i
c
a
t
i
o
n
s
wit
h
jo
i
s
t
sp
a
c
i
n
g
gre
a
t
e
r
th
a
n
16
”
o
.
c
.
All
att
i
c
sp
a
c
e
sh
a
l
l
ha
v
e
a ne
t
ve
n
t
i
l
a
t
i
o
n
of no
t
le
s
s
th
a
n
1 to
30
0
sq
u
a
r
e
fe
e
t
(u
n
l
e
s
s
alt
e
r
n
a
t
i
v
e
in
s
u
l
a
t
i
o
n
sy
s
t
e
m
as
pr
o
p
o
s
e
d
an
d
ap
p
r
o
v
e
d
by Arc
h
i
t
e
c
t
)
.
A re
a
d
i
l
y
ac
c
e
s
s
i
b
l
e
ac
ce
s
s
no
t
le
s
s
th
a
n
22
"
x 40
"
wil
l
be
pro
v
i
d
e
d
to
an
y
att
i
c
wit
h
a cle
a
r
he
i
g
h
t
ov
e
r
30
"
.
Ap
p
r
o
v
e
lo
c
a
t
i
o
n
s
an
d
de
t
a
i
l
s
wit
h
Arc
h
i
t
e
c
t
.
N.
S
t
a
i
r
s
:
Str
i
n
g
e
r
s
sh
a
l
l
be
sp
a
c
e
d
a ma
x
i
m
u
m
of 12
"
o.c
.
Ass
u
m
e
2x
1
2
me
m
b
e
r
s
wit
h
2x
4
sis
t
e
r
e
d
re
i
n
f
o
r
c
e
m
e
n
t
or as
ot
h
e
r
w
i
s
e
ap
p
r
o
v
e
d
by
Ar
c
h
i
t
e
c
t
.
St
a
i
r
ro
u
g
h
op
e
n
i
n
g
s
sh
all
be
ov
e
r
s
i
z
e
d
as
ne
e
d
e
d
to
ac
h
i
e
v
e
fin
i
s
h
wid
t
h
of 36
"
min
i
m
u
m
.
Acc
o
u
n
t
fo
r
all
sh
e
a
t
h
i
n
g
/
f
i
n
i
s
h
/
m
i
l
l
w
o
r
k
ap
p
l
i
c
a
t
i
o
n
s
to
co
m
e
.
O.
G
a
r
a
g
e
Do
o
r
Op
e
n
i
n
g
s
:
Ga
r
a
g
e
do
o
r
op
e
n
i
n
g
s
ov
e
r
6’ wid
e
sh
a
l
l
be
fr
a
m
e
d
/
s
h
e
a
t
h
e
d
/
n
a
i
l
e
d
/
a
n
c
h
o
r
e
d
pe
r
Fig
u
r
e
R6
0
2
.
1
0
.
5
(
2
)
in
th
e
In
d
i
a
n
a
Bu
i
l
d
i
n
g
Co
d
e
an
d
as
pe
r
de
t
a
i
l
th
a
t
is
in
c
l
u
d
e
d
on
Arc
h
i
t
e
c
t
'
s
Co
n
s
t
r
u
c
t
i
o
n
Do
c
u
m
e
n
t
s
.
Ro
u
g
h
fr
a
m
i
n
g
sh
a
l
l be
3" wid
e
r
an
d
1‐1/2
"
ta
l
l
e
r
th
a
n
ac
t
u
a
l
do
o
r
siz
e
un
l
e
s
s
no
t
e
d
oth
e
r
w
i
s
e
on
Dra
w
i
n
g
s
.
P.
A
l
l
ex
t
e
r
i
o
r
de
c
k
s
sh
a
l
l
be
co
n
s
t
r
u
c
t
e
d
usi
n
g
Sim
p
s
o
n
or
eq
u
i
v
a
l
e
n
t
ha
r
d
w
a
r
e
/
f
a
s
t
e
n
e
r
s
,
Z‐MA
X
or eq
u
a
l
pe
r
Arc
h
i
t
e
c
t
'
s
Dra
w
i
n
g
s
/
D
e
t
a
i
l
s
or as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
Ha
r
d
w
a
r
e
fa
s
t
e
n
e
r
s
sh
a
l
l
be
HD
G
(h
o
t
dip
p
e
d
ga
l
v
a
n
i
z
e
d
)
an
d
co
m
p
a
t
i
b
l
e
wit
h
ha
r
d
w
a
r
e
as
ap
pro
v
e
d
by
Arc
h
i
t
e
c
t
.
Fin
i
s
h
de
c
k
mat
e
r
i
a
l
s
sh
a
l
l
us
e
hid
d
e
n
gro
o
v
e
fa
s
t
e
n
e
r
s
or
as oth
e
r
w
i
s
e
ap
p
r
o
v
e
d
an
d
de
t
a
i
l
e
d
by
Arc
h
i
t
e
c
t
(o
r
mat
c
h
ex
i
s
t
i
n
g
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
)
.
St
r
u
c
t
u
r
a
l
su
p
p
o
r
t
lu
m
b
e
r
fo
r
de
c
k
i
n
g
sh
a
l
l
be
tre
a
t
e
d
lu
m
b
e
r
on
fo
u
n
d
a
t
i
o
n
s
pe
r
Dra
w
i
n
g
s
.
Fin
i
s
h
de
c
k
i
n
g
ma
t
e
r
i
a
l
s
sh
a
l
l
be
as in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
.
Le
d
g
e
r
bo
a
r
d
s
sh
a
l
l uti
l
i
z
e
Co
d
e
‐ap
p
r
o
v
e
d
att
a
c
h
m
e
n
t
met
h
o
d
s
an
d
as ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
in
‐fie
l
d
.
All
de
c
k
s
ab
u
t
t
i
n
g
a ho
u
s
e
or wa
l
l
sh
a
l
l
be
fla
s
h
e
d
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
All
de
t
a
i
l
s
to
be
re
v
i
e
w
e
d
/
a
p
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
pr
i
o
r
to
be
g
i
n
n
i
n
g
wo
r
k
.
To
p
s
of ea
c
h
jo
i
s
t
or st
r
u
c
t
u
r
a
l
me
m
b
e
r
sh
a
l
l
ha
v
e
Vy
c
o
r
De
c
k
Pro
t
e
c
t
o
r
ap
p
l
i
e
d
an
d tie
d
to
all
fla
s
h
i
n
g
s
in
s
t
a
l
l
e
d
to
ac
h
i
e
v
e
po
s
i
t
i
v
e
dra
i
n
a
g
e
.
De
c
k
Pro
t
e
c
t
o
r
sh
a
l
l
be
cu
t
tig
h
t
to
mat
c
h
wid
t
h
of jo
i
s
t
s
an
d
sh
a
l
l
no
t
la
p
ov
e
r
th
e
sid
e
of th
e
jo
i
s
t
s
.
Re
f
e
r
to
Ar
c
h
i
t
e
c
t
de
t
a
i
l
s
,
pa
r
t
i
c
u
l
a
r
l
y
at
le
d
g
e
r
bo
a
r
d
s
.
If
no
de
t
a
i
l
s
ex
i
s
t
,
co
n
t
a
c
t
Ar
c
h
i
t
e
c
t
fo
r
ac
c
e
p
t
a
b
l
e
me
a
n
s
of fla
s
h
i
n
g
de
c
k
s
to
walls
an
d
op
e
n
i
n
g
s
.
Q.
A
l
l
ma
t
e
r
i
a
l
de
l
i
v
e
r
i
e
s
sh
a
l
l
be
pla
c
e
d
wh
e
r
e
th
e
y
will
NO
T
ha
m
p
e
r
in
s
t
a
l
l
a
t
i
o
n
of un
d
e
r
g
r
o
u
n
d
uti
l
i
t
i
e
s
or oth
e
r
op
e
r
a
t
i
o
n
s
su
c
h
as du
m
p
s
t
e
r
re
m
o
v
a
l
,
po
r
t
a
b
l
e
to
i
l
e
t
ma
i
n
t
e
n
a
n
c
e
,
etc
.
R.
T
h
e
Co
n
t
r
a
c
t
o
r
sh
a
l
l
ca
r
e
f
u
l
l
y
la
y
o
u
t
an
d
ere
c
t
all
st
r
u
c
t
u
r
a
l
me
m
b
e
r
s
of ro
u
g
h
ca
r
p
e
n
t
r
y
,
fr
a
m
i
n
g
,
sh
e
a
t
h
i
n
g
an
d
bri
d
g
i
n
g
.
All me
m
b
e
r
s
sh
a
l
l
be
pro
p
e
r
l
y
plum
b
e
d
,
le
v
e
l
e
d
an
d
br
a
c
e
d
un
t
i
l
all
str
u
c
t
u
r
a
l
co
n
n
e
c
t
i
o
n
s
are
in
pla
c
e
.
A su
f
f
i
c
i
e
n
t
nu
m
b
e
r
of na
i
l
s
,
sc
r
e
w
s
an
d
bo
l
t
s
sh
a
l
l
be
us
e
d
to
in
s
u
r
e
th
e
rig
i
d
i
t
y
of th
e
co
n
s
t
r
u
c
t
i
o
n
an
d
to
mee
t
Co
d
e
re
q
u
i
r
e
m
e
n
t
s
.
Fra
m
i
n
g
lu
m
b
e
r
sh
a
l
l
co
n
f
o
r
m
to
na
t
i
o
n
a
l
de
s
i
g
n
sp
e
c
i
f
i
c
a
t
i
o
n
s
(a
n
d
cu
r
r
e
n
t
In
d
i
a
n
a
Re
s
i
d
e
n
t
i
a
l
Co
d
e
)
fo
r
str
e
s
s
gr
a
d
e
lu
m
b
e
r
an
d
its fa
s
t
e
n
i
n
g
s
.
Jo
i
s
t
s
an
d
all
oth
e
r
sh
a
l
l
me
e
t
th
e
fo
l
l
o
w
i
n
g
cr
i
t
e
r
i
a
un
l
e
s
s
no
t
e
d
oth
e
r
w
i
s
e
on
Dra
w
i
n
g
s
:
1.
All in
t
e
r
i
o
r
no
n
‐lo
a
d
be
a
r
i
n
g
or
sh
e
a
r
wa
l
l
st
u
d
s
to
p
an
d
bo
t
t
o
m
wa
l
l
pla
t
e
s
to
be
#2
Sp
r
u
c
e
‐Pin
e
‐Fir
‐No
r
t
h
e
r
n
pe
r
N.L
.
G
.
A
.
or be
t
t
e
r
:
Fb
=
87
5
p
s
i
Ft =
45
0
p
s
i
Fv
=
70
p
s
i
Fc
(P
E
R
)
=
42
5
p
s
i
Fc
(P
A
R
)
=
1
,
1
5
0
p
s
i
E =
1,4
0
0
,
0
0
0
p
s
i
2.
A
l
l
ex
t
e
r
i
o
r
an
d
sh
e
a
r
wa
l
l
stu
d
s
,
to
p
an
d
bo
t
t
o
m
wa
l
l
pla
t
e
s
sh
a
l
l
be
#1
So
u
t
h
e
r
n
Pin
e
or
be
t
t
e
r
:
Fb
=
1,8
5
0
p
s
i
Ft =
1,0
5
0
p
s
i
Fv
=
10
5
p
s
i
Fc
(P
E
R
)
=
5
6
5
p
s
i
Fc
(P
A
R
)
=
1
,
4
5
0
p
s
i
E =
1,8
0
0
,
0
0
0
p
s
i
3.
A
l
l
ra
f
t
e
r
s
,
ce
i
l
i
n
g
jo
i
s
t
s
,
rid
g
e
an
d
va
l
l
e
y
bo
a
r
d
s
,
he
a
d
e
r
s
,
an
d
mis
c
.
blo
c
k
i
n
g
sh
a
l
l
be
#1
So
u
t
h
e
rn
Pin
e
or be
t
t
e
r
:
Fb
=
1,8
5
0
p
s
i
Ft =
1,0
5
0
p
s
i
Fv
=
10
5
p
s
i
Fc
(P
E
R
)
=
5
6
5
p
s
i
Fc
(P
A
R
)
=
1
,
4
5
0
p
s
i
E =
1,8
0
0
,
0
0
0
p
s
i
4.
A
l
l
la
m
i
n
a
t
e
d
ve
n
e
e
r
lu
m
b
e
r
(L
V
L
)
or glu
e
la
m
i
n
a
t
e
d
be
a
m
(G
L
B
)
sh
a
l
l
be
man
u
f
a
c
t
u
r
e
d
by
Tru
s
‐Jo
i
s
t
McM
i
l
l
a
n
,
Alp
i
n
e
Str
u
c
t
u
r
e
s
,
In
c
,
Mit
e
k
Wo
o
d
Pr
o
d
u
c
t
s
,
Wey
e
r
h
a
u
s
e
r
,
or
An
t
h
o
n
y
Fo
r
e
s
t
Pro
d
u
c
t
s
:
Fb
=
2,6
0
0
p
s
i
Fc
(
II)
=
2,5
1
0
p
s
i
Fv
=
28
5
p
s
i
E =
1,9
0
0
,
0
0
0
p
s
i
S.
U
n
l
e
s
s
no
t
e
d
oth
e
r
w
i
s
e
,
sp
a
c
e
all
st
u
d
s
@ 16
”
O.C
.
,
pr
o
v
i
d
e
do
u
b
l
e
stu
d
s
at all
op
e
n
i
n
g
s
,
an
d
co
n
s
t
r
u
c
t
co
r
n
e
r
s
wit
h
no
le
s
s
th
a
n
3 fu
l
l
me
m
b
e
r
s
.
Be
a
r
i
n
g
wal
l
stu
d
s
sh
a
l
l
be
sp
a
c
e
d
a
max
i
m
u
m
of 16
”
O.C
.
wit
h
do
u
b
l
e
to
p
pla
t
e
.
Pro
v
i
d
e
a min
i
m
u
m
of 3 stud
s
at ea
c
h
be
a
r
i
n
g
po
i
n
t
(a
l
s
o
re
f
e
r
to
fr
a
m
i
n
g
pla
n
Co
l
u
m
n
Sc
h
e
d
u
l
e
fo
r
min
i
m
u
m
s
)
.
All
he
a
d
e
r
s
sh
a
l
l
be
2‐2x
1
2
’
s
wit
h
½” so
l
i
d
fil
l
e
r
un
l
e
s
s
no
t
e
d
oth
e
r
w
i
s
e
on
Dra
w
i
n
g
s
.
Ext
e
r
i
o
r
he
a
d
e
r
s
sh
a
l
l
be
bu
i
l
t
wit
h
ex
t
r
u
d
e
d
po
l
y
s
t
y
r
e
n
e
in
s
u
l
a
t
i
o
n
bo
a
r
d
pe
r
Arc
h
i
t
e
c
t
de
t
a
i
l
s
.
No
n
‐be
a
r
i
n
g
wal
l
co
n
s
t
r
u
c
t
i
o
n
sh
a
l
l
be
2x
4
’
s
@ 16
” O.C
.
un
l
e
s
s
no
t
e
d
oth
e
r
w
i
s
e
wit
h
he
a
d
e
r
s
be
i
n
g
a min
i
m
u
m
2‐2x
4
’
s
.
Pro
v
i
d
e
blo
c
k
i
n
g
at ce
i
l
i
n
g
lin
e
fo
r
pro
p
e
r
dry
w
a
l
l
att
a
c
h
m
e
n
t
.
Pro
v
i
d
e
all
blo
c
k
i
n
g
as
re
q
u
i
r
e
d
fo
r
dr
a
f
t
s
t
o
p
p
i
n
g
+ fir
e
b
l
o
c
k
i
n
g
to
me
e
t
ap
p
l
i
c
a
b
l
e
Co
d
e
re
q
u
i
r
e
m
e
n
t
s
.
T.
A
l
l
be
a
r
i
n
g
wa
l
l
s
ov
e
r
10
’
‐0”
in
he
i
g
h
t
sh
a
l
l
be
2x
6
st
u
d
s
at 16
”
O.C
.
or 2x
4
stu
d
s at
12
”
O.C
.
Re
f
e
r
to
sp
e
c
i
f
i
c
no
t
e
s
on
Dra
w
i
n
g
s
,
as
Dra
w
i
n
g
s
ca
l
l
ou
t
stu
d
wid
t
h
s
.
Als
o
,
in
ar
e
a
s
wit
h
bo
a
r
d
an
d
ba
t
t
e
n
sid
i
n
g
(o
r
sim
i
l
a
r
)
,
sp
a
c
e
an
d
gr
o
u
p
st
u
d
s
su
c
h
th
a
t
ba
t
t
e
n
s
an
d
pa
n
e
l
en
d
s
wil
l
ali
g
n
wit
h
an
d
an
c
h
o
r
in
t
o
stu
d
s
.
U.
L
a
y
o
u
t
flo
o
r
jo
i
s
t
s
an
d
ro
o
f
tru
s
s
e
s
to
eli
m
i
n
a
t
e
co
nfl
i
c
t
s
wit
h
plu
m
b
i
n
g
sta
c
k
s
,
to
i
l
e
t
plu
m
b
i
n
g
,
fu
r
n
a
c
e
ple
n
u
m
s
,
ga
s
flu
e
s
an
d
co
m
b
u
s
t
i
o
n
air
ve
n
t
s
.
La
y
o
u
t
to
all
o
w
plu
m
b
i
n
g
to
to
i
l
e
t
s
to
ce
n
t
e
r
in
sp
a
c
e
pro
v
i
d
e
d
wit
h
o
u
t
cu
t
t
i
n
g
jo
i
s
t
s
.
Fu
l
l
jo
i
s
t
sp
a
c
e
ab
o
v
e
(o
r
be
l
o
w
)
fu
r
n
a
c
e
fo
r
tru
n
k
lin
e
co
n
n
e
c
t
i
o
n
to
fu
r
n
a
c
e
mu
s
t
be
pro
v
i
d
e
d
.
Co
o
r
d
i
n
a
t
e
ad
e
q
u
a
t
e
ch
a
s
e
s
fo
r
du
c
t
ru
n
s
wit
h
Arc
h
i
t
e
c
t
,
Con
s
t
r
u
c
t
i
o
n
Man
a
g
e
r
,
an
d
HV
A
C
Co
n
t
r
a
c
t
o
r
.
V.
M
a
i
n
t
a
i
n
jo
i
s
t
sp
a
c
i
n
g
fo
r
du
c
t
wo
r
k
wh
e
r
e
dim
e
n
s
i
o
n
s
are
giv
e
n
.
W.
M
u
l
t
i
p
l
e
me
m
b
e
r
he
a
d
e
r
s
/
b
e
a
m
s
sh
a
l
l
be
glu
e
d
an
d
na
i
l
e
d
to
g
e
t
h
e
r
to
act
as
on
e
me
m
b
e
r
.
X.
A
l
l
be
a
m
s
are
to
ha
v
e
co
n
t
i
n
u
o
u
s
la
t
e
r
a
l
su
p
p
o
r
t
un
l
e
s
s
no
t
e
d
/
d
e
t
a
i
l
e
d
oth
e
r
w
i
s
e
.
Y.
A
l
l
na
i
l
i
n
g
an
d
co
n
n
e
c
t
i
o
n
s
are
to
be
pe
r
lo
c
a
l
co
d
e
s
an
d
man
u
f
a
c
t
u
r
e
r
’
s
re
co
m
m
e
n
d
a
t
i
o
n
s
.
Z.
J
o
i
s
t
ha
n
g
e
r
s
at all
flu
s
h
be
a
m
s
sh
a
l
l
be
a min
i
m
u
m
of 16
ga
u
g
e
ga
l
v
a
n
i
z
e
d
ste
e
l
an
d
pro
p
e
r
l
y
siz
e
d
to
acc
e
p
t
jo
i
s
t
s
.
AA
.
P
r
o
v
i
d
e
na
i
l
e
r
s
,
na
i
l
i
n
g
str
i
p
s
an
d
gro
u
n
d
s
as
ne
c
e
s
s
a
r
y
an
d
rig
i
d
l
y
se
c
u
r
e
in
pla
c
e
fo
r
att
a
c
h
m
e
n
t
of tri
m
,
fin
i
s
h
an
d
oth
e
r
wo
r
k
.
Wo
o
d
blo
c
k
i
n
g
fo
r
an
c
h
o
r
a
g
e
sh
a
l
l
be
pro
v
i
d
e
d
fo
r
all
win
d
o
w cu
r
t
a
i
n
ro
d
s
,
sh
o
w
e
r
ro
d
s
,
gla
s
s
sh
o
w
e
r
wal
l
/
d
o
o
r
s
,
ha
n
d
r
a
i
l
bra
c
k
e
t
s
,
to
i
l
e
t
pa
p
e
r
ho
l
d
e
r
s
,
med
i
c
i
n
e
ca
b
i
n
e
t
s
,
kit
c
h
e
n
ca
b
i
n
e
t
s
,
ap
p
l
i
a
n
c
e
s
,
etc
.
BB
.
W
e
a
t
h
e
r
Ba
r
r
i
e
r
:
Ty
v
e
k
or Ty
p
a
r
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
(L
o
w
e
s
/
M
e
n
a
r
d
s
/
H
o
m
e
De
p
o
t
we
a
t
h
e
r
wra
p
is
no
t
ap
p
r
o
v
e
d
fo
r
use
)
.
Fo
l
l
o
w
all
man
u
f
a
c
t
u
r
e
r
in
s
t
a
l
l
a
t
i
o
n
in
s
t
r
u
c
t
i
o
n
s
,
in
c
l
u
d
i
n
g
la
p
p
i
n
g
an
d
ta
p
i
n
g
of se
a
m
s
an
d
in
t
e
r
f
a
c
i
n
g
wit
h
fla
s
h
i
n
g
s
an
d oth
e
r
mat
e
r
i
a
l
s
,
in
c
l
u
d
i
n
g
ac
h
i
e
v
i
n
g
po
s
i
t
i
v
e
dra
i
n
a
g
e
an
d
us
i
n
g
ap
p
r
o
p
r
i
a
t
e
fa
s
t
e
n
e
r
s
.
Fo
r
ad
d
i
t
i
o
n
s
,
ne
w
we
a
t
h
e
r
ba
r
r
i
e
r
sh
a
l
l
tie
in
t
o
ex
i
s
t
i
n
g
we
a
t
h
e
r
ba
r
r
i
e
r
fo
r
a co
m
p
l
e
t
e
/
c
o
n
t
i
n
u
o
u
s
wea
t
h
e
r
wra
p
wit
h
no
bre
a
c
h
e
s
.
If
man
u
f
a
c
t
u
r
e
r
in
s
t
r
u
c
t
i
o
n
s
ca
l
l
fo
r
pla
s
t
i
c
ca
p
p
e
d
na
i
l
s
or st
a
p
l
e
s
,
th
e
n
th
a
t
is
wh
a
t
mu
s
t
be
us
e
d
. Pro
v
i
d
e
sit
e
mo
c
k
‐up
fo
r
Arc
h
i
t
e
c
t
ap
p
r
o
v
a
l
pr
i
o
r
to
st
a
r
t
i
n
g
/
p
r
o
c
e
e
d
i
n
g
wit
h
sit
e
in
s
t
a
l
l
a
t
i
o
n
s
.
In
ra
i
n
‐sc
r
e
e
n
ap
p
l
i
c
a
t
i
o
n
s
or ex
t
e
r
i
o
r
in
s
u
l
a
t
i
o
n
bo
a
r
d
ap
p
l
i
c
a
t
i
o
n
s
,
en
s
u
r
e
th
a
t
pla
n
e
of we
a
t
h
e
r
ba
r
r
i
e
r
is
as
de
t
a
i
l
e
d
by
Arc
h
i
t
e
c
t
or oth
e
r
w
i
s
e
in
sa
m
e
pla
n
e
as win
d
o
w
s
.
CC
.
E
x
t
e
r
i
o
r
Sh
e
a
t
h
i
n
g
Sil
l
Se
a
l
:
Gra
c
e
Vy
c
o
r
Plu
s
.
Uti
l
i
z
e
at
ba
s
e
of wa
ll to
CM
U
tr
a
n
s
i
t
i
o
n
pe
r
Dra
w
i
n
g
s
an
d
se
c
u
r
e
wit
h
me
c
h
a
n
i
c
a
l
fa
s
t
e
n
e
r
s
if ne
c
e
s
s
a
r
y
in
ad
d
i
t
i
o
n
to
th
e
st
i
c
k
‐on
.
La
p
we
a
t
h
e
r
ba
r
r
i
e
r
ov
e
r
pe
r
Dra
w
i
n
g
s
.
Pe
r
wal
l
se
c
t
i
o
n
s
,
wa
l
l
sh
e
a
t
h
i
n
g
may
ali
g
n
wit
h
fa
c
e
of ad
j
a
c
e
n
t
CM
U
fo
r
flu
s
h
fin
i
s
h
/
t
a
p
i
n
g
.
DD
.
S
i
l
l
Se
a
l
:
fo
a
m
ro
l
l
(g
e
n
e
r
i
c
)
.
Uti
l
i
z
e
at to
p
of fo
u
n
d
a
t
i
o
n
wa
l
l
/
b
o
t
t
o
m
of tr
ea
t
e
d
pla
t
e
pe
r
wal
l
se
c
t
i
o
n
s
.
EE
.
C
O
R
‐A‐VE
N
T
:
Fo
r
so
f
f
i
t
/
r
o
o
f
ve
n
t
i
l
a
t
i
o
n
,
uti
l
i
z
e
#S
‐40
0
(1
"
x 1‐1/
2
"
x 4' se
c
t
i
o
n
s
)
‐
Wh
i
t
e
or Bla
c
k
as sp
e
c
i
f
i
e
d
by
Arc
h
i
t
e
c
t
.
Re
f
e
r
to
Dra
w
i
n
g
s
fo
r
lo
c
a
t
i
o
n
s
.
FF
.
C
O
R
‐A‐VE
N
T
(fo
r
ra
i
n
‐sc
r
e
e
n
wa
l
l
ap
p
l
i
c
a
t
i
o
n
s
)
:
Uti
l
i
z
e
CO
R
‐A‐VE
N
T
"S
i
d
i
n
g
Ve
n
t
Sy
s
t
e
m
"
(S
V
S
)
,
fe
a
t
u
r
i
n
g
SV
‐3 Sidin
g
Ve
n
t
an
d
Stu
r
d
i
‐Str
i
p
s
pla
s
t
i
c
fu
r
r
i
n
g
str
i
p
s
.
Fo
l
l
o
w
all
man
u
f
a
c
t
u
r
e
r
in
s
t
r
u
c
t
i
o
n
s
an
d
re
v
i
e
w
mo
c
k
‐up
wit
h
Arc
h
i
t
e
c
t
pri
o
r
to
pro
c
e
e
d
i
n
g
wit
h
in
s
t
a
l
l
a
t
i
o
n
s
.
Re
f
e
r
to
Dra
w
i
n
g
s
fo
r
fin
a
l
ra
i
n
s
c
r
e
e
n
ch
a
n
n
e
l
de
p
t
h
(1
/
2
"
or 3/4
"
)
.
GG
.
P
V
C
Tri
m
& Sh
e
e
t
Pro
d
u
c
t
:
Aze
k
or ap
p
r
o
v
e
d
eq
u
a
l
…
(
c
o
n
f
i
r
m
AZ
E
K
/
p
v
c
lo
n
g
‐te
r
m
via
b
i
l
i
t
y
)
.
HH
.
S
i
d
i
n
g
:
Woo
d
or
co
m
p
o
s
i
t
e
ma
te
r
i
a
l
(m
a
t
c
h
ex
i
s
t
i
n
g
te
x
t
u
r
e
an
d
siz
e
)
‐
pro
v
i
d
e
sa
m
p
l
e
an
d
co
m
p
a
r
a
t
i
v
e
pri
c
i
n
g
fo
r
Arc
h
i
t
e
c
t
ap
p
r
o
v
a
l
.
Re
v
i
e
w
mo
c
k
‐up
wit
h
Arc
h
i
t
e
c
t
pri
o
r
to
pr
o
c
e
e
d
i
n
g
wit
h
in
s
t
a
l
l
a
t
i
o
n
s
.
II.
W
o
o
d
Tri
m
s
:
S4
S
ce
d
a
r
(s
o
l
i
d
or
fin
g
e
r
‐jo
i
n
t
e
d
an
d
pri
m
e
d
)
‐
Alt
e
r
n
a
t
e
:
no
n
‐pr
i
m
e
d
ce
d
a
r
S3
S
‐
Alt
e
r
n
a
t
e
:
pr
e
‐pri
m
e
d
SP
F
‐
Alt
e
r
n
a
t
e
:
no
n
‐pri
m
e
d
S3
S
(s
m
o
o
t
h
sid
e
ou
t
)
‐
Alt
e
r
n
a
t
e
:
So
u
t
h
e
r
n
Pine
No
.
1
or be
t
t
e
r
(h
a
n
d
se
l
e
c
t
+ pri
m
e
)
.
Wo
o
d
Tri
m
s
:
No
n
‐pri
m
e
d
ce
d
a
r
or co
m
p
o
s
i
t
e
ma
t
e
r
i
a
l
(m
a
t
c
h
ex
i
s
t
i
n
g
te
x
t
u
r
e
an
d
siz
e
s
‐
re
f
e
r
to
Dra
w
i
n
g
s
)
‐
pro
v
i
d
e
sa
m
p
l
e
an
d
co
m
p
a
r
a
t
i
v
e
pri
c
i
n
g
fo
r
Arc
h
i
t
e
c
t
ap
p
r
o
v
a
l
.
Re
v
i
e
w
mo
c
k
‐up
wit
h
Arc
h
i
t
e
c
t
pri
o
r
to
pro
c
e
e
d
i
n
g
wit
h
in
s
t
a
l
l
a
t
i
o
n
s
.
Wo
o
d
tr
i
m
s
sh
a
l
l
be
he
l
d
up
a min
i
m
u
m
of 1"
fr
o
m
ro
ofi
n
g
ma
t
e
r
i
a
l
an
d
all
sid
e
s
pri
m
e
d
pr
i
o
r
to
in
s
t
a
l
l
a
t
i
o
n
.
JJ
.
A
l
u
m
i
n
u
m
Z‐Fla
s
h
i
n
g
:
Pro
v
i
d
e
alu
m
i
n
u
m
Z‐Fla
s
h
i
n
g
at all
ho
r
i
z
o
n
t
a
l
tr
i
m
s
wit
h
ex
p
o
s
e
d
to
p
s
or
as ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
Co
l
o
r
sh
o
u
l
d
be
clo
s
e
s
t
av
a
i
l
a
b
l
e
co
l
o
r
to
fin
a
l
ex
t
e
r
i
o
r
sid
i
n
g
or
tri
m
co
l
o
r
as ap
p
r
o
v
e
d
by
Ar
c
h
i
t
e
c
t
.
Sid
i
n
g
s
ab
o
v
e
Z‐Fla
s
h
i
n
g
sh
a
l
l
be
he
l
d
up
fr
o
m
Z‐fla
sh
i
n
g
as
pe
r
Arc
h
i
t
e
c
t
ap
p
r
o
v
e
d
dis
t
a
n
c
e
.
Pro
v
i
d
e
moc
k
‐up
fo
r
Arc
h
i
t
e
c
t
re
v
i
e
w
an
d
ap
p
r
o
v
a
l
.
KK
.
A
L
T
E
R
N
A
T
E
:
Sy
s
t
e
m
ha
s
be
e
n
de
s
i
g
n
e
d
fo
r
2x
tra
d
i
t
i
o
n
a
l
wo
o
d
fr
a
m
i
n
g
.
As
an
alt
e
r
n
a
t
e
,
ple
a
s
e
pri
c
e
as SIP
’
s
(S
t
r
u
c
t
u
r
a
l
In
s
u
l
a
t
e
d
Pa
n
e
l
s
)
,
Th
e
r
m
o
c
o
r
e
,
Moo
r
e
s
v
i
l
l
e
,
IN
.
LL
.
A
L
T
E
R
N
A
T
E
:
Pa
n
e
l
i
z
e
d
Sy
s
t
e
m
.
MM
.
S
M
O
O
T
H
CO
M
P
O
S
I
T
E
or WO
O
D
WA
L
L
‐SY
S
T
E
M
:
Co
m
p
o
s
i
t
e
or Wo
od
de
c
k
i
n
g
(t
o
be
se
l
e
c
t
e
d
by
Arc
h
i
t
e
c
t
)
wit
h
ra
i
n
s
c
r
e
e
n
cli
p
s
(w
w
w
.
r
a
i
n
s
c
r
e
e
n
c
l
i
p
.
c
o
m
)
or Tig
e
r
Cla
w
(o
r
eq
u
a
l
)
.
Fin
a
l
de
t
a
i
l
s
/
s
a
m
p
l
e
s
to
be
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
06
FIN
I
S
H
Ca
r
p
e
n
t
r
y
A.
I
n
c
l
u
d
e
s
,
in
t
e
r
i
o
r
tr
i
m
,
ja
m
b
s
an
d
mill
w
o
r
k
,
in
t
e
r
i
o
r
sta
i
r
wo
r
k
,
in
t
e
r
i
o
r
ar
c
h
i
t
e
c
t
u
r
a
l
wa
l
l
su
r
f
a
c
i
n
g
,
wo
o
d
or pla
s
t
i
c
la
m
i
n
a
t
e
d
ca
s
e
w
o
r
k
,
wo
o
d
co
u
n
t
e
r
t
o
p
s
,
fa
c
t
o
r
y
/
s
h
o
p
fin
i
s
h
i
n
g
,
an
d
ha
r
d
w
a
r
e
(in
t
e
r
i
o
r
an
d
ex
t
e
r
i
o
r
)
.
B.
M
i
n
i
m
a
l
sta
n
d
a
r
d
s
fo
r
wo
r
k
wit
h
i
n
th
i
s
se
c
t
i
o
n
sh
a
l
l
be
in
co
n
f
o
r
m
i
t
y
wit
h
th
e
MA
N
U
A
L
OF MIL
L
W
O
R
K
,
la
t
e
s
t
ed
i
t
i
o
n
,
St
a
n
d
a
r
d
s
of th
e
Arc
h
i
t
e
c
t
u
r
a
l
Mil
l
w
o
r
k
In
d
u
s
t
r
y
as
ad
o
p
t
e
d
by
th
e
WO
O
DW
O
R
K
IN
S
T
I
T
U
T
E
.
C.
W
h
e
n
re
q
u
e
s
t
e
d
,
su
b
m
i
t
sh
o
p
dra
w
i
n
g
s
in
co
n
f
o
r
m
a
n
c
e
wit
h
MA
N
U
A
L
OF
MIL
L
W
O
R
K
‐
SE
C
T
I
O
N
1, "B
a
s
i
c
Re
q
u
i
r
e
m
e
n
t
s
fo
r
Arc
h
i
t
e
c
t
u
r
a
l
Mill
w
o
r
k
Sh
o
p
Dra
w
i
n
g
s
.
"
D.
S
u
b
m
i
t
sa
m
p
l
e
s
wh
e
n
re
q
u
e
s
t
e
d
of ea
c
h
cu
t
an
d
sp
e
c
i
e
s
of wo
o
d
to
be
us
e
d
,
min
i
m
u
m
siz
e
6"
x
1
2
"
fo
r
lu
m
b
e
r
an
d
12
"
x
1
2
"
fo
r
ply
w
o
o
d
.
Su
b
m
i
t
ad
d
i
t
i
o
n
a
l
sa
m
p
l
e
s
th
a
t
wil
l
be
used
by
pa
i
n
t
i
n
g
tr
a
d
e
fo
r
pre
p
a
r
a
t
i
o
n
of pa
i
n
t
sa
m
p
l
e
s
.
Su
b
m
i
t
ea
c
h
pie
c
e
of pro
p
o
s
e
d
ha
r
d
w
a
r
e
,
in
th
e
jo
b
sp
e
c
i
f
i
e
d
fin
i
s
h
.
E.
Q
u
a
l
i
t
y
Ass
u
r
a
n
c
e
:
Pe
r
f
o
r
m
a
n
c
e
sh
a
l
l
be
in
ac
c
o
r
d
a
n
c
e
wit
h
PR
E
M
I
U
M
GR
A
D
E
of th
e
WO
O
D
W
O
R
K
IN
S
T
I
T
U
T
E
‐
MA
N
U
A
L
OF
MIL
L
W
O
R
K
.
F.
D
e
l
i
v
e
r
y
,
Sto
r
a
g
e
an
d
Ha
n
d
l
i
n
g
:
De
l
i
v
e
r
all
ma
t
e
r
i
a
l
s
on
l
y
wh
e
n
th
e
pr
o
j
e
c
t
is
re
a
d
y
fo
r in
s
t
a
l
l
a
t
i
o
n
an
d
th
e
Ge
n
e
r
a
l
Co
n
t
r
a
c
t
o
r
/
C
M
ha
s
pro
v
i
d
e
d
cle
a
n
sto
r
a
g
e
ar
e
a
as
de
f
i
n
e
d
in
th
e
MA
N
U
A
L
OF MIL
L
W
O
R
K
.
Co
o
r
d
i
n
a
t
e
all
fa
b
r
i
c
a
t
i
o
n
,
de
l
i
v
e
r
y
an
d
in
s
t
a
l
l
a
t
i
o
n
wo
r
k
wit
h
th
e
Ge
n
e
r
a
l
Co
n
t
r
a
c
t
o
r
/
C
M
an
d
oth
e
r
ap
p
l
i
c
a
b
l
e
tr
a
d
e
s
.
G.
L
u
m
b
e
r
sh
a
l
l
be
in
ac
c
o
r
d
a
n
c
e
wit
h
th
e
MA
N
U
A
L
OF
MIL
L
W
O
R
K
‐
SE
C
T
I
O
N
3 an
d
th
e
GR
A
D
E
S
sp
e
c
i
f
i
e
d
.
H.
P
l
y
w
o
o
d
sh
a
l
l
be
in
ac
co
r
d
a
n
c
e
wit
h
th
e
MA
N
U
A
L
OF
MIL
L
W
O
R
K
‐
SE
C
T
I
O
N
4 an
d
th
e
GR
A
D
E
S
sp
e
c
i
f
i
e
d
.
I.
F
a
b
r
i
c
a
t
i
o
n
sh
a
l
l
co
m
p
l
y
wit
h
Fir
s
t
Cla
s
s
Wor
k
m
a
n
s
h
i
p
,
as
de
f
i
n
e
d
by th
e
MA
N
U
A
L
OF
MIL
L
W
O
R
K
.
J.
I
n
t
e
r
i
o
r
ja
m
b
s
,
ca
s
i
n
g
s
,
ba
s
e
,
cro
w
n
,
wra
p
s
,
wa
i
n
s
c
o
t
i
n
g
s
,
et
c
sh
a
l
l
be
as
pe
r
Arc
h
i
t
e
c
t
Dra
w
i
n
g
s
.
Ha
r
d
w
a
r
e
sh
a
l
l
be
as
sp
e
c
i
f
i
e
d
on
Dra
w
i
n
g
s
/
S
c
o
p
e
s
of Wor
k
.
K.
S
t
a
i
r
De
t
a
i
l
s
:
On
stain
e
d
wo
o
d
‐fin
i
s
h
e
d
tr
e
a
d
s
,
wo
o
d
gra
i
n
sh
a
l
l
ru
n
as dir
e
c
t
e
d
by
Arc
h
i
t
e
c
t
.
Wh
e
r
e
st
a
i
r
s
ch
a
n
g
e
dir
e
c
t
i
o
n
at la
n
d
i
n
g
s
,
wo
o
d
gra
i
n
sh
a
l
l
ru
n
as
dir
e
c
t
e
d
by
Arc
h
i
t
e
c
t
.
On
win
d
e
r
sta
i
r
s
,
tre
a
d
gra
i
n
sh
a
l
l
ru
n
pa
r
a
l
l
e
l
wit
h
th
e
no
s
i
n
g
of sa
i
d
tre
a
d
un
l
e
s
s
no
t
e
d
oth
e
r
w
i
s
e
.
L.
F
I
N
I
S
H
I
N
G
:
sh
o
p
/
f
a
c
t
o
r
y
fin
i
s
h
i
n
g
is
pre
f
e
r
a
b
l
e
ov
e
r
fie
l
d
fin
i
s
h
i
n
g
.
Coo
r
d
i
n
a
t
e
wit
h
Arc
h
i
t
e
c
t
/
C
M
.
Pa
n
e
l
e
d
or lik
e
do
o
r
s
sh
a
l
l
be
st
a
i
n
e
d
pri
o
r
to
ass
e
m
b
l
y
to
all
o
w
fo
r
do
o
r
sh
r
i
n
k
a
g
e
(t
o
min
i
m
i
z
e
ex
p
o
s
e
d
un
f
i
n
i
s
h
e
d
wo
o
d
re
v
e
a
l
s
du
r
i
n
g
win
t
e
r
mo
n
t
h
s
wh
e
n
wo
o
d
us
u
a
l
l
y
sh
r
i
n
k
s
)
‐
ap
p
l
i
e
s
to
man
‐do
o
r
s
an
d
ca
b
i
n
e
t
do
o
r
s
.
M.
E
X
A
M
I
N
A
T
I
O
N
:
Ve
r
i
f
y
th
e
ad
e
q
u
a
c
y
an
d
pro
p
e
r
lo
c
a
t
i
o
n
of an
y
re
q
u
i
r
e
d
ba
c
k
i
n
g
an
d
su
p
p
o
r
t
fr
a
min
g
.
Ve
r
i
f
y
th
a
t
mec
h
a
n
i
c
a
l
,
ele
c
t
r
i
c
a
l
,
plu
m
b
i
n
g
an
d
oth
e
r
bu
i
l
d
i
n
g
it
e
m
s
(s
u
p
p
l
i
e
d
by
oth
e
r
s
)
eff
e
c
t
i
n
g
wo
r
k
in
th
i
s
se
c
t
i
o
n
are
in
pla
c
e
an
d
re
a
d
y
.
N.
I
N
S
T
A
L
L
A
T
I
O
N
:
In
s
t
a
l
l
all
wo
r
k
in
co
n
f
o
r
m
a
n
c
e
wit
h
MA
N
U
A
L
OF
MIL
L
W
O
R
K
Pre
m
i
u
m
Gra
d
e
.
All
wo
r
k
sh
a
l
l
be
se
c
u
r
e
d
in
pla
c
e
,
sq
u
a
r
e
,
plu
m
b
an
d
le
v
e
l
.
All
wo
r
k
ab
u
t
t
i
n
g
oth
e
r
co
m
p
o
n
e
n
t
s
sh
a
l
l
be
prop
e
r
l
y
sc
r
i
b
e
d
.
Mec
h
a
n
i
c
a
l
fa
s
t
e
n
e
r
s
at
ex
p
o
s
e
d
an
d
se
m
i
‐ex
p
o
s
e
d
su
r
f
a
c
e
s
,
ex
c
l
u
d
i
n
g
in
s
t
a
l
l
a
t
i
o
n
att
a
c
h
m
e
n
t
s
sc
r
e
w
s
an
d
sc
r
e
w
s
us
e
d
fo
r
att
a
c
h
i
n
g
ca
b
i
n
e
t
s
en
d
to
en
d
,
sh
a
l
l
be
co
u
n
t
e
r
s
u
n
k
.
Eq
u
i
p
m
e
n
t
cu
t
‐ou
t
s
wit
h
i
n
co
u
n
t
e
r
t
o
p
s
in
d
i
c
a
t
e
d
on
pla
n
s
sh
a
l
l
be
cu
t
by
in
s
t
a
l
l
e
r
.
Met
h
o
d
of att
a
c
h
m
e
n
t
,
in
c
l
u
d
i
n
g
th
e
ty
p
e
,
siz
e
,
fr
e
q
u
e
n
c
y
,
an
d
/
o
r
sp
a
c
i
n
g
of an
c
h
o
r
i
n
g
de
v
ic
e
s
an
d
fa
s
t
e
n
e
r
s
sh
a
l
l
co
m
p
l
y
to
MA
N
U
A
L
OF MIL
L
W
O
R
K
min
i
m
u
m
re
q
u
i
r
e
m
e
n
t
s
or be
as in
d
i
c
a
t
e
d
in
th
e
pla
n
s
or
sp
e
c
i
f
i
c
a
t
i
o
n
s
.
All
in
s
t
a
l
l
a
t
i
o
n
s
in
c
l
u
d
i
n
g
att
a
c
h
m
e
n
t
of ca
s
e
w
o
r
k
an
d
co
u
n
t
e
r
t
o
p
s
sh
a
l
l
be
in
co
m
p
l
i
a
n
c
e
wit
h
MA
N
U
A
L
OF
MIL
L
W
O
R
K
min
i
m
u
m
re
q
u
i
r
e
m
e
n
t
s
.
O.
A
D
J
U
S
T
I
N
G
:
Be
f
o
r
e
co
m
p
l
e
t
i
o
n
of th
e
in
s
t
a
l
l
a
t
i
o
n
,
th
e
in
s
t
a
l
l
e
r
sh
a
l
l
ad
j
u
s
t
all
mo
v
i
n
g
or op
era
t
i
n
g
pa
r
t
s
to
fu
n
c
t
i
o
n
sm
o
o
t
h
l
y
an
d
co
r
r
e
c
t
l
y
.
P.
C
L
E
A
N
I
N
G
:
Up
o
n
co
m
p
l
e
t
i
o
n
of th
e
in
s
t
a
l
l
a
t
i
o
n
,
th
e
in
s
t
a
l
l
e
r
sh
a
l
l
cle
a
n
all
ite
m
s
in
s
t
a
l
l
e
d
of pe
n
c
i
l
or in
k
mar
k
s
an
d
bro
o
m
cle
a
n
th
e
are
a
of his
op
e
r
a
t
i
o
n
s
,
de
p
o
s
i
t
i
n
g
de
b
r
i
s
in
co
n
t
a
i
n
e
r
s
pro
v
i
d
e
d
by
th
e
Ge
n
e
r
a
l
Co
n
t
r
a
c
t
o
r
or Co
n
s
t
r
u
c
t
i
o
n
Ma
n
a
g
e
r
.
Q.
A
C
C
E
S
S
O
R
I
E
S
:
Un
l
e
s
s
no
t
e
d
oth
e
r
w
i
s
e
,
fin
i
s
h
ca
r
p
e
n
t
e
r
sh
a
l
l
be
re
s
po
n
s
i
b
l
e
fo
r
in
s
t
a
l
l
i
n
g
ac
c
e
s
s
o
r
i
e
s
su
c
h
as
gra
b
ba
r
s
,
to
w
e
l
ba
r
s
,
so
a
p
dis
p
e
n
s
e
r
s
,
an
d
oth
e
r
wa
l
l
‐
mo
u
n
t
e
d
it
e
m
s
.
Th
e
s
e
it
e
m
s
sh
a
l
l
be
dis
c
u
s
s
e
d
an
d
it
e
m
i
z
e
d
or
an
all
o
w
a
n
c
e
id
e
n
t
i
f
i
e
d
in
th
e
Fin
i
s
h
Ca
r
p
e
n
t
e
r
'
s
sc
o
p
e
of wo
r
k
.
07
Th
e
r
m
a
l
& Mo
i
s
t
u
r
e
Pro
t
e
c
t
i
o
n
A.
I
n
s
u
l
a
t
i
o
n
ty
p
e
is
to
be
sp
r
a
y
ce
l
l
u
l
o
s
e
(w
a
l
l
s
)
an
d
de
n
s
e
‐pa
c
k
ce
l
l
u
l
o
s
e
(v
a
u
l
t
e
d
ce
i
l
i
n
g
s
)
as
in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
.
Ne
w
ho
u
s
e
ex
t
e
r
i
o
r
wa
l
l
s
sh
a
l
l
co
n
t
a
i
n
no
t
le
s
s
th
a
n
to
t
a
l
R‐19
th
e
r
m
a
l
in
s
u
l
a
t
i
o
n
(R
1
3
+ R5
or eq
u
i
v
a
l
e
n
t
R1
9
pe
r
Arc
h
i
t
e
c
t
/
D
r
a
w
i
n
g
s
)
.
Ce
i
l
i
n
g
in
s
u
l
a
t
i
o
n
sh
a
l
l
no
t
be
le
s
s
th
a
n
R‐38
.
Ga
r
a
g
e
ex
t
e
r
i
o
r
wal
l
s
sh
all
co
n
t
a
i
n
R‐11
an
d
R‐30
ce
i
l
i
n
g
s
min
i
m
u
m
be
l
o
w
liv
i
n
g
sp
a
c
e
(c
e
l
l
u
l
o
s
e
pe
r
ab
o
v
e
)
.
Att
i
c
(n
o
n
‐va
u
l
t
e
d
ce
i
l
i
n
g
s
)
sh
a
l
l
uti
l
i
z
e
lo
o
s
e
‐fil
l
ce
l
l
u
l
o
s
e
in
s
u
l
a
t
i
o
n
to
min
i
m
u
m
R‐38
co
m
p
l
e
t
e
wit
h
pe
r
i
m
e
t
e
r
ve
n
t
i
l
a
t
i
o
n
tro
u
g
h
s
to
all
o
w
cle
a
r
a
n
c
e
fo
r
so
f
f
i
t
ve
n
t
i
l
a
t
i
o
n
.
Pro
v
i
d
e
ve
n
t
i
l
a
t
i
o
n
tr
o
u
g
h
s
at va
u
l
t
e
d
ce
i
l
i
n
g
are
a
s
th
a
t
wil
l
sta
n
d
‐up
to
de
n
s
e
‐pa
c
k
in
sta
l
l
a
t
i
o
n
.
Pro
v
i
d
e
fir
e
pro
t
e
c
t
i
o
n
ca
u
l
k
i
n
g
as
re
q
u
i
r
e
d
.
Pro
v
i
d
e
lo
w
de
n
s
i
t
y
sp
r
a
y
fo
a
m
in
s
u
l
a
t
i
o
n
ar
o
u
n
d
do
o
r
/
w
i
n
d
o
w
sh
i
m
sp
a
c
e
s
.
In
cra
w
l
sp
a
c
e
+ rim
jo
i
s
t
s
,
pro
v
i
d
e
sp
r
a
y
‐fo
a
m
in
s
u
l
a
t
i
o
n
or
sp
r
a
y
ce
l
l
u
l
o
s
e
to
R‐Va
l
u
e
pe
r
Co
d
e
an
d
Dra
w
i
n
g
s
wit
h
pro
t
e
c
t
i
v
e
min
e
r
a
l
fib
e
r
in
s
u
l
a
t
i
o
n
fo
r
fir
e
‐sp
r
e
a
d
pe
r
Co
d
e
.
In
s
u
l
a
t
i
o
n
pa
p
e
r
s
or
fo
am
s
may
no
t
be
ex
p
o
s
e
d
to
liv
a
b
l
e
,
sto
r
a
g
e
,
or co
n
d
i
t
i
o
n
e
d
sp
a
c
e
‐
mu
s
t
be
co
v
e
r
e
d
wit
h
Co
d
e
‐ap
p
r
o
v
e
d
fir
e
re
t
a
r
d
a
n
t
co
a
t
i
n
g
.
Pe
r
Co
d
e
re
q
u
i
r
e
m
e
n
t
s
,
all
in
s
u
l
a
t
i
o
n
mat
e
r
i
a
l
s
,
sy
s
t
e
m
s
,
an
d
eq
u
i
p
m
e
n
t
sh
a
l
l
be
id
e
n
t
i
f
i
e
d
in
a ma
n
n
e
r
th
a
t
will
all
o
w
a de
t
e
r
m
i
n
a
t
i
o
n
of co
m
p
l
i
a
n
c
e
.
In
s
u
l
a
t
i
o
n
in
s
t
a
l
l
e
r
sh
a
l
l
sig
n
,
da
t
e
,
an
d
po
s
t
a ce
rti
f
i
c
a
t
e
in
a co
n
s
p
i
c
u
o
u
s
lo
c
a
t
i
o
n
on
th
e
jo
b
sit
e
.
Ce
r
t
i
f
i
c
a
t
e
sh
a
l
l
be
pe
r
m
a
n
e
n
t
l
y
po
s
t
e
d
on
or in
th
e
ele
c
t
r
i
c
a
l
dis
t
r
i
b
u
t
i
o
n
pa
n
e
l
.
B.
S
h
i
n
g
l
e
Ro
o
f
i
n
g
:
Pr
o
v
i
d
e
sh
i
n
g
l
e
s
or oth
e
r
ro
o
f
i
n
g
as
in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
.
Pro
v
i
d
e
Gra
c
e
Ic
e
& Wat
e
r
Sh
i
e
l
d
or ap
p
r
o
v
e
d
eq
u
a
l
at all
ea
v
e
s
,
ra
k
e
s
,
an
d
va
l
l
e
y
s
as
in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
.
In
s
t
a
l
l
ro
of ve
n
t
s
(fo
r
ba
t
h
r
o
o
m
s
,
la
u
n
d
r
y
ro
o
m
s
,
ra
n
g
e
‐ho
o
d
s
,
pro
v
i
d
e
d
by
oth
e
r
s
)
pe
r
CM
.
Pro
v
i
d
e
an
d
in
s
t
a
l
l
ap
p
r
o
v
e
d
pip
e
bo
o
t
s
fo
r
oth
e
r
plu
m
b
i
n
g
ve
n
t
s
an
d
ro
o
f
pe
n
e
t
r
a
t
i
o
n
s
co
m
p
l
e
t
e
.
Co
o
r
d
i
n
a
t
e
wit
h
in
s
t
a
l
l
a
t
i
o
n
of sk
y
l
i
g
h
t
s
by oth
e
r
s
.
Pro
v
i
d
e
alu
m
i
n
u
m
an
g
l
e
fla
s
h
i
n
g
in
t
e
g
r
a
t
e
d
wit
h
sh
i
n
g
l
e
s
at
ro
o
f
‐to
‐wa
l
l
sid
i
n
g
co
n
d
i
t
i
o
n
s
.
Pro
v
i
d
e
co
p
p
e
r
an
g
l
e
fla
s
h
i
n
g
in
t
e
g
r
a
t
e
d
with
sh
i
n
g
l
e
s
at ro
o
f
‐to
‐mas
o
n
r
y
wa
l
l
or ch
i
m
n
e
y
co
n
d
i
t
i
o
n
s
.
St
e
p
siz
e
an
d
fin
a
l
ap
p
e
a
r
a
n
c
e
to
be
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
Fo
l
l
o
w
SM
A
C
N
A
re
c
o
m
m
e
n
d
a
t
i
o
n
s
as
a re
f
e
r
e
n
c
e
st
a
n
d
a
r
d
le
v
e
l
of qu
a
l
i
t
y
as
s
u
r
a
n
c
e
.
C.
S
h
i
n
g
l
e
s
:
30
‐ye
a
r
Dim
e
n
s
i
o
n
a
l
Sh
i
n
g
l
e
.
Ba
s
i
s
of De
s
i
g
n
:
Ce
r
t
a
i
n
t
e
e
d
– In
d
e
p
e
n
d
e
n
c
e
(F
i
n
a
l
Se
l
e
c
t
i
o
n
by
Arc
h
i
t
e
c
t
)
.
D.
M
e
t
a
l
Ro
o
f
i
n
g
:
Sta
n
d
i
n
g
Se
a
m
met
a
l
ro
ofi
n
g
as ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
Me
m
b
r
a
n
e
Ro
o
f
i
n
g
:
Ad
h
e
r
e
d
EP
D
M
Me
m
b
r
a
n
e
(s
i
n
g
l
e
‐ply
)
re
i
n
f
o
r
c
e
d
(.0
6
0
”
)
.
Pro
v
i
d
e
all
me
m
b
r
a
n
e
s
,
fla
s
h
i
n
g
,
bo
n
d
i
n
g
ad
h
e
s
i
v
e
s
,
etc
fo
r
a co
m
p
l
e
t
e
sy
s
t
e
m
fo
l
l
o
w
i
n
g
all
man
u
f
a
c
t
u
r
e
r
re
c
o
m
m
e
n
d
a
t
i
o
n
s
.
Fla
t
ro
o
f
is
no
t
vis
i
b
l
e
,
so
Eu
r
o
p
e
a
n
gra
v
e
l
to
p
p
i
n
g
may
no
t
be
ne
c
e
s
s
a
r
y
.
E.
A
l
u
m
i
n
u
m
(G
e
n
e
r
a
l
+ Co
p
i
n
g
s
)
:
Pro
v
i
d
e
co
p
i
n
g
s
at pa
r
a
p
e
t
s
wh
e
r
e
in
d
i
c
a
t
e
d
on
Dra
win
g
s
an
d
co
o
r
d
i
n
a
t
e
wit
h
Gu
t
t
e
r
s
/
D
o
w
n
s
p
o
u
t
s
.
Fo
l
l
o
w
all
re
c
o
m
m
e
n
d
a
t
i
o
n
s
of
SM
A
C
N
A
an
d
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
fo
r
wa
t
e
r
‐tig
h
t
in
s
t
a
l
l
a
t
i
o
n
.
F.
A
l
u
m
i
n
u
m
(C
o
n
d
u
c
t
o
r
He
a
d
/
S
c
u
p
p
e
r
)
:
Co
n
d
u
c
t
o
r
He
a
d
s
/
S
c
u
p
p
e
r
s
sh
a
l
l
be
fa
c
t
o
r
y
/
s
h
o
p
we
l
d
e
d
fro
m
.0
5
0
"
(1
.
2
5
m
m
)
or
.0
6
3
"
(1
.
6
0
m
m
)
alu
m
i
n
u
m
(d
e
p
e
n
d
i
n
g
on
co
n
d
u
c
t
o
r
/
s
c
u
p
p
e
r
dim
e
n
s
i
o
n
s
‐
pr
e
v
e
n
t
oil
‐ca
n
n
i
n
g
)
.
Fin
i
s
h
to
be
as ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
pe
r
be
l
o
w
.
G.
A
l
u
m
i
n
u
m
(D
o
w
n
s
p
o
u
t
s
at Co
n
d
u
c
t
o
r
He
a
d
s
/
S
c
u
p
p
e
r
s
)
:
Do
w
n
s
p
o
u
t
s
to
be
.0
5
0
"
(1
.
2
5
m
m
)
alu
m
i
n
u
m
in
10
'
‐0" lo
n
g
se
c
t
i
o
n
s
pe
r
Arc
h
i
t
e
c
t
ap
p
r
o
v
e
d
pro
f
i
l
e
.
Fin
i
s
h
to
be
as
ap
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
pe
r
be
l
o
w
.
H.
A
l
u
m
i
n
u
m
(F
i
n
i
s
h
e
s
)
:
Na
t
u
r
a
l
mill
alu
m
i
n
u
m
,
Pr
e
‐co
a
t
Ky
n
a
r
50
0
,
or an
o
d
i
z
e
d
(c
l
e
a
r
,
bro
n
z
e
,
bla
c
k
)
as sp
e
c
i
f
i
e
d
/
a
p
p
r
o
v
e
d
by
Arc
h
i
t
e
c
t
.
I.
R
i
d
g
e
Ve
n
t
:
Co
r
e
‐A‐Ve
n
t
‐
[V
‐30
0
(8
‐1/
2"
)
]
or ap
p
r
o
v
e
d
eq
u
a
l
.
J.
R
o
o
f
to
Wal
l
Ve
n
t
:
Co
r
e
‐A‐Ve
n
t
or ap
p
r
o
v
e
d
eq
u
a
l
.
K.
G
u
t
t
e
r
s
:
Pr
o
v
i
d
e
gu
t
t
e
r
sty
l
e
/
t
y
p
e
/
m
a
t
e
r
i
a
l
as
in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
.
Pro
v
i
d
e
all
no
n
‐co
r
r
o
s
i
v
e
an
d
co
m
p
l
i
m
e
n
t
a
r
y
fa
s
t
e
n
e
r
s
,
bra
c
k
e
t
s
an
d
ac
c
e
s
s
o
r
i
e
s
as re
q
u
i
r
e
d
fo
r
co
m
p
l
e
t
e
in
s
t
a
l
l
a
t
i
o
n
.
Gu
t
t
e
r
pla
c
e
m
e
n
t
on
gu
t
t
e
r
bo
a
r
d
mu
s
t
be
as
in
d
i
c
a
t
e
d
on
wa
l
l
se
c
t
i
o
n
or othe
r
w
i
s
e
fo
l
l
o
w
la
t
e
s
t
ed
i
t
i
o
n
of Gra
p
h
i
c
Sta
n
d
a
r
d
s
gu
i
d
e
l
i
n
e
s
.
Fro
n
t
lip
of
gu
t
t
e
r
is
to
be
be
l
o
w
th
e
im
a
g
i
n
a
r
y
lin
e
fo
l
l
o
w
i
n
g
th
e
an
g
l
e
of th
e
ro
o
f
slo
p
e
ov
e
r
th
e
gu
t
t
e
r
.
Th
i
s
gu
i
d
e
l
i
n
e
re
d
u
c
e
s
sn
o
w
an
d
ic
e
bu
i
l
d
‐up
at ro
o
f
ea
v
e
s
an
d
min
i
m
i
z
e
s
ic
e
‐
da
m
m
i
n
g
po
t
e
n
t
i
a
l
.
Co
n
f
i
r
m
th
e
ne
e
d
fo
r
gu
t
t
e
r
prote
c
t
o
r
s
to
ke
e
p
ou
t
de
b
r
i
s
.
F.
I
c
e
& Wat
e
r
Sh
i
e
l
d
:
Ba
s
i
s
of De
s
i
g
n
‐
Gra
c
e
(o
r
ap
p
r
o
v
e
d
eq
u
a
l
)
.
08
Do
o
r
s
& Win
d
o
w
s
– Gla
s
s
& Gla
z
i
n
g
A.
P
r
o
v
i
d
e
alu
m
i
n
u
m
‐cla
d
wo
o
d
ex
t
e
r
i
o
r
do
o
r
s
an
d
win
d
o
w
s
as
in
d
i
c
a
t
e
d
on
Dra
w
i
n
g
s
.
Fo
l
l
o
w
man
u
f
a
c
t
u
r
e
r
’
s
in
s
t
a
l
l
a
t
i
o
n
in
s
t
r
u
c
t
i
o
n
s
+ gu
i
d
e
l
i
n
e
s
fo
r
fla
s
h
i
n
g
op
e
n
i
n
g
s
(P
o
s
s
i
b
l
e
Alt
e
r
n
a
t
e
s
:
Fib
e
r
g
l
a
s
s
‐Co
a
t
e
d
Wo
o
d
,
Pa
i
n
t
e
d
Wo
o
d
,
or
Alu
m
i
n
u
m
)
.
B.
A
t
all
ex
t
e
r
i
o
r
do
o
r
s
,
uti
l
i
z
e
Arc
h
i
t
e
c
t
ap
p
r
o
v
e
d
sil
l
pa
n
fla
s
h
i
n
g
.
In
t
e
g
r
a
t
e
in
t
o
th
e
ja
m
b
fla
s
h
i
n
g
an
d
we
a
t
h
e
r
ba
r
r
i
e
r
tu
r
n
‐in
s
.
Fo
l
l
o
w
all
do
or,
win
d
o
w
,
an
d
sil
l
pa
n
man
u
f
a
c
t
u
r
e
r
in
s
t
r
u
c
t
i
o
n
s
.
Co
n
s
t
r
u
c
t
i
o
n
Man
a
g
e
r
is
to
ob
s
e
r
v
e
in
s
t
a
l
l
a
t
i
o
n
of fir
s
t
do
o
r
wit
h
sil
l
pa
n
to
en
s
u
r
e
in
s
t
a
l
l
a
t
i
o
n
met
h
o
d
s
.
C.
A
l
l
do
o
r
s
se
p
a
r
a
t
i
n
g
Ga
r
a
g
e
s
fr
o
m
Re
s
i
d
e
n
t
i
a
l
/
L
i
v
i
n
g
Are
a
s
to
be
ra
t
e
d
to
me
e
t
Co
d
e
re
q
u
i
r
e
m
e
n
t
s
(m
i
n
i
m
u
m
1‐3/
8
”
th
i
c
k
so
l
i
d
wo
o
d
do
o
r
s
an
d
/
o
r
ra
t
e
d
min
i
m
u
m
of 20
‐
min
u
t
e
)
.
Wa
l
l
s
to
be
ra
te
d
sa
m
e
.
D.
S
K
Y
L
I
G
H
T
S
:
Pr
o
v
i
d
e
sk
y
l
i
g
h
t
s
pe
r
Arc
h
i
t
e
c
t
sp
e
c
i
f
i
c
a
t
i
o
n
(D
r
a
w
i
n
g
s
)
.
Fo
l
l
o
w
all
man
u
f
a
c
t
u
r
e
r
in
s
t
a
l
l
a
t
i
o
n
in
s
t
r
u
c
t
i
o
n
s
an
d
co
o
r
d
i
n
a
t
e
wit
h
fra
m
e
r
,
ro
o
f
e
r
.
Ac
t
u
a
l
sk
y
l
i
g
h
t
in
s
t
a
l
l
a
t
i
o
n
an
d
ro
u
g
h
op
e
n
i
n
g
to
be
by sk
y
l
i
g
h
t
pro
v
i
d
e
r
to
en
s
u
r
e
pro
p
e
r
in
s
t
a
l
l
a
t
i
o
n
an
d
wa
r
r
a
n
t
y
.
E.
G
L
A
S
S
:
Pro
v
i
d
e
la
m
i
n
a
t
e
d
gla
s
s
as pe
r
ap
p
r
o
v
e
d
sa
m
p
l
e
s
.
Pro
v
i
d
e
Po
l
y
g
a
l
po
l
y
c
a
r
b
o
n
a
t
e
pe
r
ap
p
r
o
v
e
d
sa
m
p
l
e
s
(in
c
l
u
d
e
all ac
c
e
s
s
o
r
i
e
s
/
c
o
n
n
e
c
t
o
r
s
as pe
r
Arc
h
i
t
e
c
t
ap
p
r
o
v
e
d
de
t
a
i
l
s
)
.
Fo
l
l
o
w
all
bu
i
l
d
i
n
g
co
d
e
re
q
u
i
r
e
m
e
n
t
s
fo
r
sa
f
e
t
y
gla
s
s
lo
c
a
t
i
o
n
s
.
09
Fin
i
s
h
e
s
A.
G
y
p
s
u
m
Dry
w
a
l
l
:
Fu
r
n
i
s
h
all
la
b
o
r
an
d
mat
e
r
i
a
l
s
fo
r
sh
e
e
t
r
o
c
k
ap
p
l
i
c
a
t
i
o
n
an
d
fin
i
s
h
i
n
g
.
In
s
t
a
l
l
Du
r
o
c
k
(o
r
ap
p
r
o
v
e
d
eq
u
a
l
)
or
Sch
l
u
t
e
r
Ke
r
d
i
Sy
s
t
e
m
(o
v
e
r
mo
i
s
t
u
r
e
‐re
s
i
s
t
a
n
t
dry
w
a
l
l
)
in
sh
o
w
e
r
s
an
d
tu
b
su
r
r
o
u
n
d
s
fo
r
are
a
s
to
re
c
e
i
v
e
til
e
(b
y
til
e
in
s
t
a
l
l
e
r
s
)
‐
pri
c
e
th
e
op
t
i
o
n
s
fo
r
ap
p
r
o
v
a
l
.
All
dry
w
a
l
l
/
u
n
d
e
r
l
a
y
m
e
n
t
s
sh
a
l
l
be
sc
r
e
w
e
d
,
no
t
na
i
l
e
d
.
Ce
i
l
i
n
g
s
an
d
walls
sh
a
l
l
be
sm
o
o
t
h
wit
h
no
vis
i
b
l
e
se
a
m
s
or pa
t
c
h
e
s
(L
e
v
e
l
4 fin
i
s
h
)
.
All
co
r
n
e
r
s
in
wa
l
l
s
an
d
ce
i
l
i
n
g
s
,
re
g
a
r
d
l
e
s
s
of an
g
l
e
,
sh
a
l
l
be
st
r
a
i
g
h
t
an
d
un
i
f
o
r
m
.
An
y
fr
a
m
i
n
g
de
f
e
c
t
s
sh
a
l
l
be
ca
l
l
e
d
‐ou
t
by
Dry
w
a
l
l
Co
n
t
r
a
c
t
o
r
fo
r
co
r
r
e
c
t
i
o
n
pri
o
r
to
dry
w
a
l
l
wo
r
k
.
Max
i
m
u
m
acc
e
p
t
a
b
l
e
ou
t
‐of‐plu
m
b
co
n
d
i
t
i
o
n
is
1/8
"
in
8'‐0"
an
d
fin
a
l
ju
d
g
m
e
n
t
sh
a
l
l
be
by
Arc
h
i
t
e
c
t
.
All
ele
c
t
r
i
c
a
l
an
d
oth
e
r
su
c
h
bo
x
e
s
sh
a
l
l
be
fre
e
fr
o
m
jo
i
n
t
co
m
p
o
u
n
d
up
o
n
co
m
p
l
e
t
i
o
n
.
Pro
v
i
d
e
1/
2
”
th
i
c
k
n
e
s
s
gy
p
s
u
m
dry
w
a
l
l
th
r
o
u
g
h
o
u
t
ex
c
e
p
t
wal
l
s
/
c
e
i
l
i
n
g
s
wit
h
24
”
o
.
c
.
fra
m
i
n
g
sp
a
c
i
n
g
(s
o
m
e
ce
i
l
i
n
g
s
)
,
wh
i
c
h
sh
a
l
l
us
e
5/8
”
th
i
c
k
n
e
s
s
gy
p
s
u
m
dryw
a
l
l
.
Ga
r
a
g
e
ce
i
l
i
n
g
s
un
d
e
r
ha
b
i
t
a
b
l
e
liv
i
n
g
sp
a
c
e
s
sh
a
l
l
als
o
use
5/8
”
‘t
y
p
e
x’ gy
p
s
u
m
dry
w
a
l
l
fo
r
fir
e
pro
t
e
c
t
i
o
n
to
mee
t
co
d
e
re
q
u
i
r
e
m
e
n
t
s
.
As
a ru
l
e
,
Ga
r
a
g
e
s
sh
a
l
l
be
se
p
a
r
a
t
e
d
fr
o
m
liv
i
n
g
sp
a
c
e
s
an
d
att
i
c
s
wit
h
1/
2
gy
p
s
u
m
dry
w
a
l
l
at a min
i
m
u
m
ap
p
l
i
e
d
to
Ga
r
a
g
e
sid
e
of wal
l
s
/
c
e
i
l
i
n
g
s
.
Als
o
,
an
y
ga
r
a
g
e
s
wit
h
liv
i
n
g
sp
a
c
e
ab
o
v
e
sh
a
l
l
ha
v
e
AL
L
wa
l
l
s
co
v
e
r
e
d
wit
h
min
i
m
u
m
1/2
"
dr
y
w
a
l
l
.
Ga
r
a
g
e
do
o
r
op
e
n
e
r
ce
i
l
i
n
g
‐mo
u
n
t
bra
c
k
e
t
s
sh
a
l
l
be
re
m
o
v
e
d
fr
o
m
fra
m
i
n
g
‐
dr
y
w
a
l
l
sh
a
l
l
be
ru
n
on
fra
m
i
n
g
‐
th
e
n
bra
c
k
e
t
s
sh
a
l
l
be
re
‐att
a
c
h
e
d
in
ori
g
i
n
a
l
lo
c
a
t
i
o
n
(p
r
o
v
i
d
e
lo
n
g
e
r
sc
r
e
w
s
if
ne
e
d
e
d
.
Fo
l
l
o
w
i
n
g
th
e
in
i
t
i
a
l
dry
w
a
l
l
wo
r
k
(p
r
i
m
e
‐re
a
d
y
)
,
dry
w
a
l
l
co
n
t
r
a
c
t
o
r
wil
l
re
t
u
r
n
pri
o
r
to
fin
i
s
h
co
a
t
s
to
to
u
c
h
‐up
nic
k
s
an
d
co
v
e
r
re
mai
n
i
n
g
min
o
r
dry
w
a
l
l
pu
n
c
h
l
i
s
t
ite
m
s
wh
e
t
h
e
r
or no
t
da
m
a
g
e
s
are
by
ot
h
e
r
tra
d
e
s
or
Ow
n
e
r
.
An
y
da
m
a
g
e
s
th
a
t
Arc
h
i
t
e
c
t
de
e
m
s
sig
n
i
f
i
c
a
n
t
are
su
b
j
e
c
t
to
ch
a
n
g
e
ord
e
r
s
wit
h
ex
p
e
n
s
e
s
to
be
co
v
e
r
e
d
by pa
r
t
i
e
s
wh
o
are
re
s
p
o
n
s
i
b
l
e
fo
r
th
e
da
m
a
g
e
.
B.
P
a
i
n
t
i
n
g
(Q
u
a
l
i
t
y
Ass
u
r
a
n
c
e
)
:
Do
no
t
ap
p
l
y
ma
t
e
r
i
a
l
s
wh
e
n
su
r
f
a
c
e
an
d
am
b
i
e
n
t
te
m
p
e
r
a
t
u
r
e
s
or re
la
t
i
v
e
hu
m
i
d
i
t
y
ar
e
ou
t
s
i
d
e
ra
n
g
e
s
re
q
u
i
r
e
d
by
ma
n
u
f
a
c
t
u
r
e
r
.
Pro
v
i
d
e
ex
t
r
a
mat
e
r
i
a
l
s
(a
t
le
a
s
t
1/2
ga
l
l
o
n
)
of ea
c
h
mat
e
r
i
a
l
fo
r
Ow
n
e
r
us
e
in
to
u
c
h
‐up
s
aft
e
r
pro
j
e
c
t
co
m
p
l
e
t
i
o
n
.
C.
P
a
i
n
t
i
n
g
(P
r
o
d
u
c
t
s
)
:
Acc
e
p
t
a
b
l
e
Man
u
f
a
c
t
u
r
e
r
s
in
c
l
u
d
e
Be
n
j
a
m
i
n
Moo
r
e
an
d
Co
,
Sh
e
r
w
i
n
Will
i
a
m
s
,
Po
r
t
e
r
Pa
i
n
t
s
,
an
d
IC
I
Pa
i
n
t
s
.
Pa
i
n
t
qu
a
l
i
t
y
le
v
e
l
sh
a
l
l
be
on
l
y
as
ap
p
r
o
v
e
d
.
Pa
i
n
t
sc
op
e
pri
c
i
n
g
sh
a
l
l
br
e
a
k
ou
t
la
b
o
r
se
p
a
r
a
t
e
fr
o
m
ma
t
e
r
i
a
l
so
th
a
t
we
ma
y
re
v
i
e
w
th
e
bra
n
d
/
q
u
a
l
i
t
y
of pa
i
n
t
fo
r
ea
c
h
ap
p
l
i
c
a
t
i
o
n
.
Pa
i
n
t
e
r
sh
a
l
l
su
b
m
i
t
pa
i
n
t
sp
e
c
pro
p
o
s
a
l
s
fo
r
re
v
i
e
w
.
Pa
t
c
h
i
n
g
mat
e
r
i
a
l
s
:
La
t
e
x
fil
l
e
r
.
Fa
s
t
e
n
e
r
He
a
d
Co
v
e
r
Mat
e
r
i
a
l
s
:
La
t
e
x
fil
l
e
r
.
Co
l
o
r
s
an
d
fin
i
s
h
ty
p
e
to
be
de
t
e
r
m
i
n
e
d
by
Arc
h
i
t
e
c
t
.
D.
P
a
i
n
t
i
n
g
(E
x
e
c
u
t
i
o
n
)
:
Co
n
t
r
a
c
t
o
r
sh
all
su
p
p
l
y
all
la
b
o
r
,
mat
e
r
i
a
l
s
an
d
eq
u
i
p
m
e
n
t
ne
c
e
s
s
a
r
y
fo
r
all
ca
u
l
k
i
n
g
,
pri
m
i
n
g
,
pa
i
n
t
i
n
g
an
d
wo
o
d
fin
i
s
h
i
n
g
sh
o
w
n
or
sp
e
c
i
f
i
e
d
.
Su
r
f
a
c
e
s
no
t
sp
e
c
i
f
i
c
a
l
l
y
me
n
t
i
o
n
e
d
sh
a
l
l
be
th
e
sa
m
e
as sim
i
l
a
r
su
r
f
a
c
e
s
.
All
wo
r
k
sh
a
l
l
be
co
m
p
l
e
t
e
d
by
sk
i
l
l
e
d
wo
r
k
e
r
s
.
Ma
t
e
r
i
a
l
s
sh
o
u
l
d
be
ap
p
l
i
e
d
ev
e
n
l
y
un
d
e
r
fa
v
o
r
i
n
g
we
a
t
h
e
r
co
n
d
i
t
i
o
n
s
an
d
all
o
w
e
d
to
dry
th
o
r
o
u
g
h
l
y
be
tw
e
e
n
co
a
t
s
.
All
su
r
f
a
c
e
s
sh
a
l
l
be
pro
p
e
r
l
y
pre
p
a
r
e
d
by
cle
a
n
i
n
g
,
cu
t
t
i
n
g
,
st
o
p
p
i
n
g
,
fil
l
i
n
g
,
et
c
.
All
ho
l
e
s
,
se
a
m
s
,
po
c
k
e
t
s
an
d
de
f
e
c
t
s
sh
a
l
l
be
fil
l
e
d
.
Sa
n
d
be
f
o
r
e
ea
c
h
co
a
t
.
Fin
i
s
h
e
s
sh
o
u
l
d
be
of un
i
f
o
r
m
glo
s
s
an
d
co
l
o
r
,
fr
e
e
fr
o
m
ru
n
s
,
dir
t
,
bru
s
h
or ro
l
l
e
r
ma
r
k
s
,
etc
.
Co
n
t
r
a
c
t
o
r
sh
a
l
l
co
o
p
e
r
a
t
e
wit
h
ca
r
p
e
n
t
e
r
in
se
a
l
i
n
g
an
d pri
m
i
n
g
su
r
f
a
c
e
s
be
f
o
r
e
an
d
im
m
e
d
i
a
t
e
l
y
fo
l
l
o
w
i
n
g
in
s
t
a
l
l
a
t
i
o
n
as
sp
e
c
i
f
i
e
d
on
Dra
w
i
n
g
s
an
d
as
ot
h
e
r
w
i
s
e
ag
r
e
e
d
in
wri
t
t
e
n
tr
a
d
e
‐sp
e
c
i
f
i
c
sc
o
p
e
s
of wo
r
k
.
A.Painting (Execution): Contractor shall protect surrounding work from damage by paint or other finishes. Remove all hardware, accessories, fixtures, plates prior to painting surrounding areas.Items that cannot be removed shall be masked or otherwise protected. Reinstall all removed items. Mask tracks and weather strips and windows. Caulking shall be of high quality white latex.Install caulk at all vertical joints; between adjacent materials; at all jambs of all windows and doors; at all sills and around thresholds, and all vertical and horizontal trim joints. Apply one (1) coat tinted primer and two (2) finish coat on all walls and ceilings to minimum dry film thickness recommended by manufacturer. HVAC supply and return grills are to be painted at the same time as the walls and are to match wall colors (except where noted otherwise – special Architectural conditions). Interior trim and doors to be painted/stained as per Architect.B.Painting (Execution): Following the initial painting work (prime coat + finish coats), painter will be responsible to return a minimum of one more round at end of the job to handle final touch‐ups/punchlist items. This work will include painting of minor drywall patches/repairs.C.Tile (Reference Standards): Comply with current editions and applicable Specifications of the following: American Society for Testing and Materials (ASTM), American National Standards Institute (ANSI), Tile Council of America (TCA) Handbook for Ceramic Tile Installation.D.Tile (Quality Assurance): Follow all manufacturer installation instructions. Provide setting, grouting and related materials of each type, color and finish obtained from one source.Engage installer with a minimum of five (5) installations similar in material, design and scope to that indicated. Prior to tile installation, conduct a pre‐installation project meeting. CM,Contractor, Architect, and Owner representative shall be notified of the meeting. Install a field mock‐up of size agreed by CM and Architect for approval. Mock‐up may be utilized in the final product. Furnish extra stock of quantity equal to 5% of amount installed, in full size units, for each type, color, size and finish tile. Illuminate the work area during installation providing the same level and angle of illumination as will be available for final inspection. Maintain environmental conditions per manufacturer and standards institute recommendations.E.Tile (General): Refer to Interior Finishes information on Drawings for tile/grout selections. Provide samples where requested on Drawings. Review the need for sound attenuation mattes under tile floors and under jetted tubs. Provide metal transition and corner strips as per Architect/Drawings. Utilize Schluter Kerdi‐System for wet and perhaps also non‐wet areas as directed by CM or Architect. Kerdi‐System or other approved waterproofing membrane shall be continuous to drain as per manufacturer guidelines. Use appropriate installation mortars according to ANSI A118‐1999 or A136.1‐1999. Use grout per ANSI A118.3, A118.5, A118.6 or A118.8‐1999 series or A136.1‐1999. Use waterproofing/Anti Fracture Membrane as required according to ANSI A118.10‐1999. Refer to TCA Handbook (current) for recommendations on locating, treating and detailing various types of construction joints ‐ Architect must specify/approve type of expansion joints and show location and details on drawings. Use sealant complying with ASTM C920 to Type, Grade, Class and Uses required. Provide stone threshold trim strips or other edging material where tile terminates at dissimilar finishes as shown or specified. Prefabricated expansion joints can also be used when suitable for installation.F.Tile (Examination/Preparation): Examine substrates where tile will be installed for compliance with requirements for installation tolerances and other conditions effecting performance of installed tile. Verify that substrates for setting tile are well cured, structurally sound dry, clean, and free from oil or waxy films, curing compounds or other coatings and surface treatments. Do not proceed with installation until unsatisfactory conditions have been corrected. Commencement of work signifies acceptance of substrate and installation conditions. Prepare and clean substrate in accordance with installation standards and manufacturer's instructions, removing protrusions/bumps/ridges, repairing cracks/holes/depressions. Floor substrate must be within 1/4" in ten feet from required plane. Wall substrate must be within 1/4" in ten feet from required plane. Large tiles with narrow joints may require closer tolerances, such as 1/8" in ten feet.Blend tiles before installing in accordance with reference standards to achieve an even range and distribution of color and finish.G.Tile (Installation): Install tile in accordance with ANSI A108 standards, appropriate TCA methods, and written instruction of the specified manufacturers. Install tiles in the patterns indicated. Align joints when adjoining tiles on floor, base, walls, and trim are same size. Adjust to minimize tile cutting and to avoid tile less than half size. When possible, smooth cut edges of tile and/or use appropriate cutter or wet saw to produce smooth cuts. Provide straight cuts which align with adjacent materials. Provide tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints smooth and even, without voids, cracks, or excess mortar or grout. Use a beating block and hammer or rubber mallet so that faces and edges of individual tiles are flush and level with faces and edges of adjacent tiles, and to reduce lippage.H.Tops (Stone/Quartz): Follow MIA (Marble Institute of America) guidelines. Substrates to be suitable, field measure/template in field, confirm edge profiles with Architect, and confirm spans/support. Provide backsplashes as per Drawings/scopes. Provide joint fillers as needed. Integrate under‐mount sinks as needed. Follow all shop/fabrication/transport/installation recommendations. Provide samples for approval as requested.I.Flooring (other): Follow all manufacturer installation instructions, including surface/substrate preparation.J.EIFS (Exterior Insulation Finish System): Reference Standard, STO, STOENERGY GUARD (or approved equal) ‐ rainscreen system.K.Stucco (Alternate to EIFS): three part system – leveling / waterproof base coat + stucco base + acrylic bonder & admix (finish smooth). Follow manufacturer guidelines and ASTM C926 on appropriate reinforcing materials, application, and mixture for Indiana climate. CMU mortar joints to be flush with block prior to applying stucco material. Provide mock‐up for Architect /Owner review prior to install. Must be a weeped wall system. Provide Reinforcing mesh: 355 standard mesh (4.5 oz per sq. yd.) or 358.10 intermediate mesh (12 oz per sq. yd.) per Stucco Manufactures assembly guidelines.15 ‐ HVAC A.Provide new air handlers and heat pumps zoned as agreed including all required duct runs/supplies/returns. Air handler will be located as agreed. Ducts running through attic space will require insulation and will be covered/wrapped with additional attic insulation. The system shall be a complete operating system meeting the heating and cooling needs of each floor. ALTERNATE:Geothermal HVAC system option(s).B.Heating and cooling equipment shall be sized per ACCA Manual S based on loads per ACCA Manual J or other approved methods and shall be sized to integrate the high efficiency construction of walls, floors, ceilings, and windows/doors.C.HVAC Contractor is responsible for providing the disconnect box and hooking‐up the equipment to the box, including hooking up the wire provided by the Electrical Contractor. HVAC contractor to verify that all equipment is operating properly at finish.D.Gas line modifications/supplies as related to HVAC systems to be by HVAC Contractor. Coordinate any other related gas line work with General Contractor/Builder/CM and Plumber to clearly define scopes of work.E.All air ducts, air handlers, filter boxes, and building cavities used as return ducts shall be sealed at joints and seams as required by Code. Supply ducts in attics shall be insulated to R‐8 or greater. All other ducts in unconditioned spaces or outside the building envelope shall be insulated to R‐6 or greater. Building cavities shall not be used as supply ducts. Post construction duct tightness test result shall be equal to or less than 8 CFM to outdoors, or equal to or less than 12 CFM across systems. Or, rough‐in test shall be greater than or equal to 6 CFM across systems or greater than or equal to 4 CFM without air handler. Rough‐in test verification may need to occur during Framing inspection.F.Thermostats shall be programmable and wiring shall have the capability to be incorporated into home automation system now or in the future. Heat pump thermostats shall be installed on heat pumps. Circulating service hot water systems shall have automatic or accessible manual controls. Circulating service hot water pipes shall be insulated to R‐2 minimum.G.In addition to the ductwork required for the heating and air conditioning systems, provide and install required ductwork for all bathroom exhaust fans to the exterior. Exhaust fan systems shall meet code requirements. Refer to Light Fixture Schedule for specifications/allowances.H.Provide venting for range hoods over kitchen cook top and the dryer venting to the exterior.I.All supply registers to include multi‐vane dampers. All wall registers to be white but paintable except where noted otherwise on Drawings. All supply and return boots are to be cleaned,spray‐painted black and covered after installation to prevent debris from entering.J.All PVC roof penetrations are to be covered with copper boots of the appropriate size or painted to match roof. Architect prefers consolidation of roof‐penetrating vents where possible,and would like shop drawing from plumber indicating anticipated roof penetrations.K.Prior to the start of construction work or purchasing materials, Contractor shall supply a comprehensive layout of the proposed supply and return systems for Architect, Owner, and CM approval and coordination with other systems and shall demonstrate energy code compliance as required.L.Provide all equipment manufacturer manuals for mechanical and water heating equipment.M.Plumber to provide drain line / trap for condensate line. HVAC contractor responsible for connecting condensate line to drain provided by others 15 ‐ PLUMBING A.Provide and install all scheduled plumbing fixtures and all necessary piping, drains, traps, hangers, etc. to provide for a complete plumbing system.B.All water supply piping to be PEX or equivalent with industry recommended accessories. All Drain/Waste/Vent piping to be schedule 40 PVC. Complete PEX manifold system to be per Owner option. All vertical stacks adjacent to living areas to be cast iron.C.Provide flexible gas piping to all gas fireplaces and appliance locations as indicated on plans and drawings. Non‐HVAC related gas line work shall be by Plumbing Contractor. Coordinate all gas‐line scopes of work for clear understanding of scopes of work related to gas lines/hook‐ups.D.All walls containing plumbing waste, vents or supplies shall be 2" x 6" and for all locations where holes are bored for piping greater than 1/2 the plate width, 1‐1/2" 18 gauge stud guards shall be installed.E.Fixtures as per Plumbing Schedule on plans and drawings.F.Plumber to provide drain line / trap for condensate line. HVAC contractor responsible for connecting condensate line to drain provided by others.G.Plumber to assist with installation of any appliances requiring water or drains.16 Electrical A.(INTERIORS NOT IN CONTRACT AT THIS TIME) Architect ceiling/lighting plans and lighting schedule indicates fixture types and/or allowances, and in some cases actual specifications. The intent is that the plan includes enough information to bid the project materials and labor. Where allowances are indicated, provide labor/allowance in the bid. If Owner/Architect should decide to purchase the actual fixtures, then the allowance value for such fixtures shall be deducted from the contract amount. Electrical Contractor shall be responsible for labeling the electrical panel circuits.B.Electrical Contractor shall label the electrical panel at project finish.C.LIGHTING: 50% of lamps in permanent fixtures shall have high efficacy lamps.D.TECHNOLOGY/HOME AUTOMATION/AUDIO/VIDEO/SHADES/ETC: Per Architect/Owner, contact Electronics Specialist/Dealer/Installer (CEDIA certified) to coordinate options for the following:1.Big picture views on and allowance for home automation (now and future).2.Quality level of can lighting and specialty lighting + controls specifications.3.Shades (automated or not) integration into technology control package.4.Security systems options and integration into technology control package.5.Smoke‐Fire detectors and degree of integration into technology control package.6.Audio/Video opportunities and integration into technology control package.E.SMOKE ALARMS: Install smoke alarms as required by current building codes.1.In Living Area remote from Kitchen and cooking appliances. Alarms located within 20’ of a cooking appliance must incorporate a temporary silencing feature or be photoelectric type.2.In each room designed for sleeping.3.On the basement ceiling near the stairway.10/10/14CHECK SET
A.SITE INFORMATION IS TAKEN FROM OWNER SURVEY ACTUAL FIELD CONDITIONS MUST BE VERIFIED PRIOR TO BEGINNING WORK. CALL ARCHITECT (OR CONSTRUCTION MANAGER)WITH ANY DISCREPANCIES.B.ARCHITECT HAS INDICATED SOME EXPECTED GRADE ELEVATIONS (RELATIVE TO FIRST FLOOR ELEVATION) ON FOUNDATION PLAN OR SECTIONS. CONTRACTOR WILL BE RESPONSIBLE FOR REVIEWING ELEVATIONS WITH EXISTING FIELD CONDITIONS AND MAKING FINAL GRADE / ELEVATION RECOMMENDATIONS TO ARCHITECT (OR CONSTRUCTION MANAGER) . FIRST FLOOR ELEVATION = +100'‐0".01.NEW CONDENSING UNIT ‐ FINAL LOCATION TBD IN FIELD.02.NEW DRIVE + AUTOCOURT.03.NEW GARAGE.04.NEW GAS METER ‐ REVIEW FINAL LOCATION WITH ARCHITECT.05.EXISTING POWER POLE LOCATION (SOURCE FOR POWER).06.FORCED WALK‐OUT WITH REMOVABLE GRATE ‐ REF: ARCHITECT'S DWGS.07.NEW ELECTRIC METER ‐ REVIEW FINAL LOCATION WITH ARCHITECT.08.TIERED WALK‐OUT WITH BOARD‐FORMED CONCRETE RETAINING WALLS ‐ REF: ARCHITECT'S DWGS.09.ALL EXISTING TREES TO REMAIN. PROTECT, INCLUDING ROOT AREA (WHERE APPLICABLE) ‐REF: LANDSCAPE PLAN.10.PLANTER ‐ REF: LANDSCAPE PLAN.11.LANDSCAPE SCREENING ‐ REF: LANDSCAPE PLAN.12.NEW WALK + BOARD‐FORMED CONCRETE PLANTER WALLS / CURBS ‐ REF: ARCHITECT'S 3D DWGS + SUPPLEMENTARY DETAILS.13.NOT USED.14. EXISTING TRANSFORMER / DATA LOCATION ‐ PROTECT DURING CONSTRUCTION ‐ REF:LANDSCAPE PLAN.15. EXISTING FENCE ‐ PROTECT DURING CONSTRUCTION.16. FUTURE POOL DECK / PATIO ‐ REF: LANDSCAPE PLAN.17. FUTURE POOL HOUSE ‐ REF: ARCHITECT.18.NOT USED.19.FUTURE BUILT‐IN GRILLE.20.FUTURE COVERED PATIO.SITE PLAN NOTESSITE‐ GENERAL NOTES X 17‐13‐09‐00‐11‐005.000LEGAL DESCRIPTION:DWELLING DISTRICT ZONING: S ‐ 1 ADDRESS: 2390 TREESDALE CIRCLE CARMEL, IN 46032 TOWNSHIP: CLAY COUNTY: HAMILTON MINIMUM OPEN SPACE: 65% (35% BUILDABLE) LOT AREA BUILDABLE SITE AREA: 13,000 S.F. (WITH SETBACKS)EXISTING SITE AREA: 37,105 S.F.EXISTING SITE AREA: 22,740 S.F. (INSIDE OF SETBACK)RESIDENCE (FOOTPRINT): 4,410 S.F. (INCLUDING GARAGES)FRONT WALK: 445 S.F.DRIVE / AUTO‐COURT: 3,670 S.F.SETBACK REQUIREMENTS:FRONT ‐ 40' SETBACK SIDE ‐ 10' MINIMUM, AGGREGATE 30'REAR ‐ 20'HEIGHT REQUIREMENTS:PRIMARY USE STRUCTURE ‐ 35'ACCESSORY USE STRUCTURE ‐ 20'SITE CALCULATIONS:
MA
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BU
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10
6
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5 1/
2
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10' ‐ 0"MIN. FRONT SETBACK 40' ‐ 0"MIN. REAR SETBACK 20' ‐ 0"MAXIMUM BUILDABLE LENGTH 223' ‐ 4 1/4"
PROPERTY LINE (WEST)
PR
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PROPERTY LINE (EAST)
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PROPERTY LINE (SOUTH)
SIDE SETBACK LINE
SIDE SETBACK LINE
13
6
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4
9
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N8
8
°
51
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34
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E
283.37'
S00° 23' 31"E
100.85'
N79° 40' 48"W
286.45'N01° 08' 26"W
20
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L2
L4
50
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20' D.U. & E.NEW GARAGE (1 STORY)
NE
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FUTURE COVERED WALK
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TOWN ROAD
02
02
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06
0615
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08
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01
09 09
17
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TREESDALE CIRCLE
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141110
10
04 DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A1002014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 Site Plan09/12/14CHECK SET
1"
= 20
'
‐0"
0
1
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NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).10/10/14CHECK SET
01.TYPICAL FOUNDATION WALLS TO BE 8" OR 10" REINFORCED CONCRETE PER PLAN WITH 1/2" DIAMETER GALVANIZED ANCHOR BOLTS (MINIMUM 7" EMBEDMENT) 4'‐0" O.C.WITHIN 6" FROM CORNER EACH SIDE. ANCHOR TREATED PLATE WITH LBP BEARING PLATE +GALVANIZED WASHER/NUT. REINFORCE PER STRUCTURAL ENGINEER.02.NEW 24" X 12" REINFORCED CONCRETE FOOTING WITH (2) #5 HORIZONTAL BARS AND #4 VERTICAL BARS EVERY 4'‐0" O.C. VERTICAL BARS TO CORRESPOND WITH ANCHOR BOLT LOCATIONS.03.NEW CONCRETE SLAB ‐ REF: FIRST FLOOR FRAMING PLAN.04.TURNED DOWN SLAB ‐ FOOTING MIN. 36" DEPTH. REF: SECTION. ALL SLABS TO SHED WATER AWAY FROM BUILDING.05.NEW EGRESS PIT ‐ INSTALL TROUGH DRAIN THAT TIES INTO SUMP SYSTEM ‐ BUILDER TO DETERMINE SIZE.06.FOR WALLS, REFER TO ARCHITECT'S 3D MODEL + LANDSCAPE ARCHITECT'S PLANS.07.NEW PERIMETER DRAINAGE (CONTINUOUS) ‐ TIE INTO NEW SUMP PIT SYSTEM (PROVIDE BATTERY BACK‐UP PER SPECS).08.ACCESS OPENING FOR CRAWL SPACE.09.CRAWL SPACE ‐ 4" MINIMUM PEA FILL W/ MINIMUM 6 MIL VAPR BARRIER EMBEDDED MID‐DEPTH (PEA FILL). TURN UP WALL & INSULATE INSIDE OF FOUNDATION WALLS. PROVIDE CONDITIONED AIR TO CRAWL SPACE (NO VENTILATION). ALTERNATE: PROVIDE THICKENED SLAB ONLY AND DELETE FOUNDATION WALL (FRAME WALL W/ WOOD).10.TURN‐DOWN SLAB W/ MINIMUM 2" EXTRUDED POLYSTYRENE UNDER WINDOW SYSTEM ‐ REF:DETAIL.11.DRAIN & DIRECT‐PIPE TO SUMP PIT (SUMPLEMENT W/ TYPICAL PERIMETER DRAINAGE).12.FOOTINGS FOR FUTURE LOGGIA‐CABANA ‐ REF: ARCHITECT FOR FINAL DIMENSIONS / DESIGN.13.EGRESS LADDER.14.CONCRETE RETAINING WALLS (BOARD‐FORMED AT EXPOSED AREAS ONLY) ‐ REF: STRUCTURAL ENGINEER.15.BEAM POINT LOAD FROM ABOVE.16.PLATE OFFSETS PER WALL SECTION AT PLASTER WALLS ‐ REF: WALL SECTIONS.FOUNDATION PLAN NOTESXA.FIELD VERIFY ALL CONDITIONS ‐ INCLUDING GRADING.B.REFER TO ARCHITECT IF THERE ARE ANY DISCREPANCIES TO PLANS AND ACTUAL FIELD CONDITIONS.C.TYPICAL NEW FOOTINGS: (SIZE PER DETAIL) REINFORCED CONCRETE FOOTING WITH (2) #5 CONTINUOUS HORIZONTAL BARS AND #4 VERTICAL BARS EVERY 4'‐0" O.C. & MAX 8"FROM EACH SIDE OF CORNER. VERTICAL BARS ARE TO CORRESPOND WITH ANCHOR BOLT LOCATIONS. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 36" BELOW FINISH GRADE ‐TYPICAL (STEP AS NECESSARY FOR SPECIFIC SITE LOCATION).D.REVIEW ALL STRUCTURAL ISSUES WITH STRUCTURAL ENGINEER.E.BRICK LEDGES AS INDICATED HEIGHT. INTENT IS TO HAVE TOP PORTION OF FOUNDATION WALLS EXPOSED AND FINISH TEXTURE TO BE BOARD‐FORMED CONCRETE.FOUNDATION GENERAL NOTES
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OF FOUNDATION + 98'‐2"
+ 95'‐4"
BRICK LEDGE
+ 93'‐1"
BRICK LEDGE
+ 90'‐9"
BRICK LEDGE
+ 88'‐5"
BRICK LEDGE
TOP OF RETAINING WALL
+ 101'‐6"
(OR MINIMUM 36" ABOVE
ADJACENT GRADE)
BA
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16
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109' ‐ 4"57' ‐ 4"24' ‐ 0"
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"
NO
T
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:
ST
E
P
DO
W
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A
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R
.
8' ‐ 1"6' ‐ 0"
Ba
s
e
m
e
n
t
Fl
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r
88
'
‐
10
1/
4
"
To
p
of
Fo
o
t
i
n
g
(S
p
e
c
i
a
l
)
86
'
‐
10
1/
4
"
DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A1012014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 FoundationPlan09/12/14CHECK SET
3/1
6
"
= 1'‐0"
0
1
Fo
u
n
d
a
t
i
o
n
P
l
a
n
NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).
1"
= 1'‐0"
0
2
Sl
a
b
D
e
t
a
i
l
10/10/14CHECK SET
01.NEW 11‐7/8" TJI'S (OR OPEN WEB TRUSSES) @ 16" O.C. (OR 24" O.C.). FINAL DESIGN /SIZING / SPACING BY SUPPLIER + STRUCTURAL ENGINEER ‐ REF: SPECIFICATIONS FOR DEFLECTION CRITERIA OR OTHERWISE EXCEED BUILDING CODE MINIMUMS.02.BUILT‐UP BEAM (SAME DEPTH AS TYPICAL ADJACENT JOIST) ‐ DESIGN BY SUPPLIER /STRUCTURAL ENGINEER.03.WOOD HEADER DESIGN BY SUPPLIER / STRUCTURAL ENGINEER (TYPICAL).04.HEADER THIS LOCATION INTEGRAL WITH CONCRETE FOUNDATION WALL.05.EITHER CONCRETE OR 2X6 FRAMED WALL BELOW (ALTERNATE ‐ REF: FOUNDATION PLAN).06.SPECIAL BEAM ‐ REF: ARCHITECT SECTION TO HELP COORDINATE (WOOD OR STEEL TBD).07.SPECIAL BEAM ‐ COORDINATE W/ ARCHITECT (PROBABLY STEEL FOR DEPTH ‐ BREAK JOISTS & HANG ‐ BEAM + JOIST SAME TOP ELEVATION).08.FIREPLACE / HEARTH DESIGN TO BE FINALIZED ‐ REF: "INTERIORS PACKAGE."09.SPECIAL VAULTED CEILING THIS AREA ‐ TO COORDINATE W/ SKYLIGHT ‐ REF: "INTERIORS PACKAGE."FRAMING PLAN NOTESXA.FIELD VERIFY ALL CONDITIONS.B.REFER TO ARCHITECT IF THERE ARE ANY DISCREPANCIES TO PLANS AND ACTUAL FIELD CONDITIONS.C.ASSUME ALL VAULTED CEILINGS ARE BUILT DOWN W/2x FRAMING TO ACCOMMODATE INSULATION + VENTILATION DEPTH ‐ REF: DETAILS.D.2 ADJACENT LINES ON FRAMING PLAN MEANS DOUBLED‐UP JOIST.E.BEAMS AS SPECIFIED MAY ONLY BE SUBSTITUTED WITH ARCHITECTS PRIOR APPROVAL (LVL VS. GLULAM). IN SOME CASES THE BEAMS MAY BE EXPOSED, WHICH IS WHY IT MATTERS.F.PER SPECIFICATIONS, ALL EXTERIOR STRUCTURAL LUMBER IS TO BE TREATED.G.ALL STRUCTURAL CONDITIONS TO BE REVIEWED BY STRUCTURAL ENGINEER. ANY MODIFICATIONS TO ARCHITECT'S DESIGN INTENT MUST BE APPROVED BY ARCHITECT.H.FRAMING PLANS ARE INDICATED TO SHOW DESIGN INTENT & SPECIAL CONDITIONS ONLY ‐NOT EVERY DETAIL OF STANDARD SYSTEM.FRAMING GENERAL NOTES
01
A3
0
0
05
A3
0
1
03
A3
0
0
03
A3
0
1
01 A301
02
A3
0
0
01
A3
0
2
06
A3
0
1
02
A1
0
1
04
02
CO
N
C
R
E
T
E
SL
A
B
+ 98
'
‐0"
05
01
04
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E
R
H
E
A
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DO
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DE
P
R
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S
S
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04
SLOPE TO DOOR
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SL
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B
TH
I
S
AR
E
A
OVERHEAD DOOR DEPRESSION ‐ TYPICAL.
CO
N
C
R
E
T
E
SL
A
B
+ 98
'
‐0"
SLO
P
E
TO
DO
O
R
NEW
SM
O
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T
H
CO
N
C
R
E
T
E
SL
A
B
TH
I
S
AR
E
A
08
01
02
R.O
.
ST
A
I
R
14
'
‐
8"
R.O. STAIR
10' ‐ 10"
01
02
A3
0
3
01
A3
0
3
4' ‐ 1"1' ‐ 2 1/2"
10
"
10
'
‐
11
3/
4
"
4' ‐
0"
11' ‐ 8"11' ‐ 0 1/2"
WIN
D
O
W
SIL
L
2X
4
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B
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E
TO
P
PL
A
T
E
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E
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T
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T
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M
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T
E
WALL STUDS
2 x 4
2 ‐
2 x 4
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A
D
E
R
(2
)
2X
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0
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6' ‐ 4 3/4"
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R
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A
N
S
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R
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A
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A
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A
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0
0
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C
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E
OF
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N
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)
TO
P
PLA
T
E
AN
C
H
O
R
BO
L
T
S
8' ‐ 6"
WA
L
L
ST
U
D
S
16
'
‐
4"
7' ‐ 1 3/4"
DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A1022014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 First Floor Framing Plan09/12/14CHECK SET
3/
1
6
"
= 1'‐0"
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1
Fr
a
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g
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F
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r
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t
F
l
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r
NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).
3/
8
"
= 1'‐0"
0
2
Ty
p
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l
W
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n
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w
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n
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D
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F
r
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D
e
t
a
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l
3/
8
"
= 1'‐0"
0
3
16
'
-
0
"
G
a
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a
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e
D
o
o
r
H
e
a
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r
D
e
t
a
i
l
10/10/14CHECK SET
01.NEW 11‐7/8" TJI'S (OR OPEN WEB TRUSSES) @ 16" O.C. (OR 24" O.C.). FINAL DESIGN /SIZING / SPACING BY SUPPLIER + STRUCTURAL ENGINEER ‐ REF: SPECIFICATIONS FOR DEFLECTION CRITERIA OR OTHERWISE EXCEED BUILDING CODE MINIMUMS.02.BUILT‐UP BEAM (SAME DEPTH AS TYPICAL ADJACENT JOIST) ‐ DESIGN BY SUPPLIER /STRUCTURAL ENGINEER.03.WOOD HEADER DESIGN BY SUPPLIER / STRUCTURAL ENGINEER (TYPICAL).04.HEADER THIS LOCATION INTEGRAL WITH CONCRETE FOUNDATION WALL.05.EITHER CONCRETE OR 2X6 FRAMED WALL BELOW (ALTERNATE ‐ REF: FOUNDATION PLAN).06.SPECIAL BEAM ‐ REF: ARCHITECT SECTION TO HELP COORDINATE (WOOD OR STEEL TBD).07.SPECIAL BEAM ‐ COORDINATE W/ ARCHITECT (PROBABLY STEEL FOR DEPTH ‐ BREAK JOISTS & HANG ‐ BEAM + JOIST SAME TOP ELEVATION).08.FIREPLACE / HEARTH DESIGN TO BE FINALIZED ‐ REF: "INTERIORS PACKAGE."09.SPECIAL VAULTED CEILING THIS AREA ‐ TO COORDINATE W/ SKYLIGHT ‐ REF: "INTERIORS PACKAGE."FRAMING PLAN NOTESXA.FIELD VERIFY ALL CONDITIONS.B.REFER TO ARCHITECT IF THERE ARE ANY DISCREPANCIES TO PLANS AND ACTUAL FIELD CONDITIONS.C.ASSUME ALL VAULTED CEILINGS ARE BUILT DOWN W/2x FRAMING TO ACCOMMODATE INSULATION + VENTILATION DEPTH ‐ REF: DETAILS.D.2 ADJACENT LINES ON FRAMING PLAN MEANS DOUBLED‐UP JOIST.E.BEAMS AS SPECIFIED MAY ONLY BE SUBSTITUTED WITH ARCHITECTS PRIOR APPROVAL (LVL VS. GLULAM). IN SOME CASES THE BEAMS MAY BE EXPOSED, WHICH IS WHY IT MATTERS.F.PER SPECIFICATIONS, ALL EXTERIOR STRUCTURAL LUMBER IS TO BE TREATED.G.ALL STRUCTURAL CONDITIONS TO BE REVIEWED BY STRUCTURAL ENGINEER. ANY MODIFICATIONS TO ARCHITECT'S DESIGN INTENT MUST BE APPROVED BY ARCHITECT.H.FRAMING PLANS ARE INDICATED TO SHOW DESIGN INTENT & SPECIAL CONDITIONS ONLY ‐NOT EVERY DETAIL OF STANDARD SYSTEM.FRAMING GENERAL NOTES
01
A3
0
0
05
A3
0
1
03
A3
0
0
03
A3
0
1
01 A301
02
A3
0
0
01
A3
0
2
06
A3
0
1
03
0201
03
03
03
08
01
02
01
03
03
03
03 0307 03
01
03 03
03 03
0302
03
03 03 0303
020203030303
R.O
.
ST
A
I
R
14
'
‐
8"
R.O. STAIR
10' ‐ 10"
02
06
03
03
03
03
03
03
01
02
A3
0
3
01
A3
0
3
03
A3
0
3
DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A1032014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 SecondFloorFraming Plan09/12/14CHECK SET
3/1
6
"
= 1'‐0"
0
1
Fr
a
m
i
n
g
-
S
e
c
o
n
d
F
l
o
o
r
NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).10/10/14CHECK SET
01.NEW 11‐7/8" TJI'S (OR OPEN WEB TRUSSES) @ 16" O.C. (OR 24" O.C.). FINAL DESIGN /SIZING / SPACING BY SUPPLIER + STRUCTURAL ENGINEER ‐ REF: SPECIFICATIONS FOR DEFLECTION CRITERIA OR OTHERWISE EXCEED BUILDING CODE MINIMUMS.02.BUILT‐UP BEAM (SAME DEPTH AS TYPICAL ADJACENT JOIST) ‐ DESIGN BY SUPPLIER /STRUCTURAL ENGINEER.03.WOOD HEADER DESIGN BY SUPPLIER / STRUCTURAL ENGINEER (TYPICAL).04.HEADER THIS LOCATION INTEGRAL WITH CONCRETE FOUNDATION WALL.05.EITHER CONCRETE OR 2X6 FRAMED WALL BELOW (ALTERNATE ‐ REF: FOUNDATION PLAN).06.SPECIAL BEAM ‐ REF: ARCHITECT SECTION TO HELP COORDINATE (WOOD OR STEEL TBD).07.SPECIAL BEAM ‐ COORDINATE W/ ARCHITECT (PROBABLY STEEL FOR DEPTH ‐ BREAK JOISTS & HANG ‐ BEAM + JOIST SAME TOP ELEVATION).08.FIREPLACE / HEARTH DESIGN TO BE FINALIZED ‐ REF: "INTERIORS PACKAGE."09.SPECIAL VAULTED CEILING THIS AREA ‐ TO COORDINATE W/ SKYLIGHT ‐ REF: "INTERIORS PACKAGE."FRAMING PLAN NOTESXA.FIELD VERIFY ALL CONDITIONS.B.REFER TO ARCHITECT IF THERE ARE ANY DISCREPANCIES TO PLANS AND ACTUAL FIELD CONDITIONS.C.ASSUME ALL VAULTED CEILINGS ARE BUILT DOWN W/2x FRAMING TO ACCOMMODATE INSULATION + VENTILATION DEPTH ‐ REF: DETAILS.D.2 ADJACENT LINES ON FRAMING PLAN MEANS DOUBLED‐UP JOIST.E.BEAMS AS SPECIFIED MAY ONLY BE SUBSTITUTED WITH ARCHITECTS PRIOR APPROVAL (LVL VS. GLULAM). IN SOME CASES THE BEAMS MAY BE EXPOSED, WHICH IS WHY IT MATTERS.F.PER SPECIFICATIONS, ALL EXTERIOR STRUCTURAL LUMBER IS TO BE TREATED.G.ALL STRUCTURAL CONDITIONS TO BE REVIEWED BY STRUCTURAL ENGINEER. ANY MODIFICATIONS TO ARCHITECT'S DESIGN INTENT MUST BE APPROVED BY ARCHITECT.H.FRAMING PLANS ARE INDICATED TO SHOW DESIGN INTENT & SPECIAL CONDITIONS ONLY ‐NOT EVERY DETAIL OF STANDARD SYSTEM.FRAMING GENERAL NOTES
02
A3
0
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05
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03
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03
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01 A301
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01
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0
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06
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0
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03
09
08
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01
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03
03 03
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DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A1042014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 Attic Framing Plan09/12/14CHECK SET
3/1
6
"
= 1'‐0"
0
1
Fr
a
m
i
n
g
-
A
t
t
i
c
NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).10/10/14CHECK SET
A.REFERENCE COVER SHEET FOR GENERAL PROJECT INFORMATION, SYMBOLS AND PROJECT SCOPE DEFINITIONS.B.REFERENCE SITE PLAN DOCUMENTS FOR INFORMATION REGARDING DRIVES/ SIDEWALKS/RAMPS/ FENCES (BEYOND 5'‐0" OF PLAN).C.FOR ALL WINDOW AND DOOR OPENINGS, REFER TO STRUCTURAL DWGS FOR HEADER DESIGN.D.PROVIDE 2X SOLID BLOCKING AS REQ'D TO SUPPORT WALL‐MOUNTED ITEMS.E. SEAL ALL EXTERIOR WALL, FLOOR, PLATE, AND SILL PENETRATIONS WITH LOW‐EXPANDING FOAM SEALANT AND APPROPRIATE FLASHINGS.F. SOUND INSULATE ALL MECHANICAL ROOM WALLS AND BATHROOM WALLS AND CEILINGS.G.ALL INTERIOR WALLS TO BE 2X4 WOOD STUD (UNO).H.FLOOR PLAN DIMENSIONS ARE INDICATED FROM FACE OF STUD, FACE OF EXISTING FINISH SURFACE, AND FACE OF MASONRY UNLESS NOTED OTHERWISE.I.NEW WINDOWS TO BE ALUMINUM OR ALUMINUM CLAD WOOD.J.BUILDER TO REVIEW HVAC SCHEMATIC WITH ARCHITECT FOR INTEGRITY WITH DESIGN INTENT.K.FOR ALL INTERIOR FINISHES / DETAILS / CEILING DECISIONS / DIMENSIONS / REFER TO INTERIORS PACKAGE.01.ACCESS DOOR LOCATION ‐ REF: FOUNDATION PLAN FOR ALTERNATE THIS WALL.02.DASHED WALLS REPRESENT FUTURE PHASE ‐ PROVIDE ROUGH‐INS FOR DRAINS AS AGREED W/ OWNER.03.SUMP PIT LOCATION ‐ REF: FOUNDATION PLAN.04.NEW WOOD‐FRAMED STAIR.05.MUD ROOM STORAGE ‐ REF: INTERIOR PACKAGE.06.STAIR WALL TO ALIGN ALL FLOORS (INTENT) UNO.07.WOOD‐FRAMED PLATFORM + STEPS ‐ REF: INTERIORS PACKAGE.08.COLUMN (NON STRUCTURAL) ‐ REF: INTERIORS PACKAGE.09.PER FOUNDATION PLAN ‐ ALL EXPOSED EXTERIOR CONCRETE WALL AREAS TO BE BOARD‐FORMED.10.ALIGN FINISH SURFACES.11.ALIGN OPENINGS.12.BUILT‐IN (WALLS / CABINETS TBD ‐ REF: INTERIORS PACKAGE.13.HVAC CHASE.14.WINDOW SEAT ‐ REF: INTERIORS PACKAGE.15.ROOF BELOW ‐ REF: ROOF PLAN.16.RAILING SYSTEM ‐ REF: INTERIORS PACKAGE.17.ELECTRICAL PANEL / METER LOCATION. ADD SUB‐PANELS FROM HERE AS NEEDED.18.GAS METER LOCAITON ‐ REF: SITE PLAN.19.A/C CONDENSING UNIT LOCAITON ‐ REF: SITE PLAN.NOTES ‐ FLOOR PLANSGENERAL NOTES ‐ FLOOR PLANS X
A2
0
2
1
A2
0
1
1
A2
0
0
2
A2
0
0
1
01
A3
0
0
05
A3
0
1
03
A3
0
0
A2
0
2
2
A2012
--
A202 3
03
A3
0
1
01 A301
02
A3
0
0
01
A3
0
2
06
A3
0
1
1' ‐ 2"12' ‐ 0"1' ‐ 6"
1' ‐ 0"6' ‐ 5 1/2"
R.O.
9' ‐ 1"6' ‐ 5 1/2"1' ‐ 0"
R.O
.
6' ‐
8"
2"
8"
2"
8"
8' ‐
4"
02
A1
0
1
09
02
02
09
09
ALT
E
R
N
A
T
E
(R
E
F
:
FO
U
N
D
A
T
I
O
N
PLA
N
)
01
11' ‐ 0 1/2"3 1/2"
03
09
06
w.5
d
w.5
d
w.5d
w.5
d
ME
C
H
A
N
I
C
A
L
/ ST
O
R
A
G
E
20
X 16
NO
T
E
:
CO
N
F
I
R
M
SL
A
B
DEP
R
E
S
S
I
O
N
/ TIE
R
AT
NO
R
T
H
EN
D
WIT
H
OW
N
E
R
(M
O
V
I
E
RO
O
M
)
15
R @ 7‐5/1
6
"
= 9'‐1 3/
4
"
13
T @ 10
"
= 10
'
‐10
"
+ 3'‐0" LA
N
D
I
N
G
w.5d
w.5
c
w.5c
w.5d
w.5d
w.5d
w.5
d
w.5d
w.5d
w.5d
4' ‐ 9"7"4' ‐ 9"
10' ‐ 1"
8 T @ 1'‐2"
9' ‐
4"
5' ‐
0"
10
"
2' ‐
9 1/
2
"
10
"
1' ‐
6 1/
8
"
13
T @ 10
"
10
'
‐
10
"
3' ‐
7 3/
8
"
10
"
4 1/
2
"
4 1/
2
"
5' ‐
0 7/
8
"
3 1/
2
"
14
'
‐
7 1/
8
"
4 1/
2
"
18
R @ 7‐7/1
6
"
= 11
'
‐1 3/4
"
(2
)
8
T @ 1'‐2"
= 9'‐4"
+ 5'‐0" LA
N
D
I
N
G
003a 00
3
a
00
2
a
00
1
a
000a
w.5
d
4' ‐ 1"
4 1/2"
UPUP
10' ‐ 1 1/2"11"
02
A3
0
3
01
A3
0
3
DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A1062014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 BasementFloor Plan09/12/14CHECK SET
3/
1
6
"
= 1'‐0"
0
1
Ba
s
e
m
e
n
t
P
l
a
n
(
N
e
w
)
NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).10/10/14CHECK SET
UP
A.REFERENCE COVER SHEET FOR GENERAL PROJECT INFORMATION, SYMBOLS AND PROJECT SCOPE DEFINITIONS.B.REFERENCE SITE PLAN DOCUMENTS FOR INFORMATION REGARDING DRIVES/ SIDEWALKS/RAMPS/ FENCES (BEYOND 5'‐0" OF PLAN).C.FOR ALL WINDOW AND DOOR OPENINGS, REFER TO STRUCTURAL DWGS FOR HEADER DESIGN.D.PROVIDE 2X SOLID BLOCKING AS REQ'D TO SUPPORT WALL‐MOUNTED ITEMS.E. SEAL ALL EXTERIOR WALL, FLOOR, PLATE, AND SILL PENETRATIONS WITH LOW‐EXPANDING FOAM SEALANT AND APPROPRIATE FLASHINGS.F. SOUND INSULATE ALL MECHANICAL ROOM WALLS AND BATHROOM WALLS AND CEILINGS.G.ALL INTERIOR WALLS TO BE 2X4 WOOD STUD (UNO).H.FLOOR PLAN DIMENSIONS ARE INDICATED FROM FACE OF STUD, FACE OF EXISTING FINISH SURFACE, AND FACE OF MASONRY UNLESS NOTED OTHERWISE.I.NEW WINDOWS TO BE ALUMINUM OR ALUMINUM CLAD WOOD.J.BUILDER TO REVIEW HVAC SCHEMATIC WITH ARCHITECT FOR INTEGRITY WITH DESIGN INTENT.K.FOR ALL INTERIOR FINISHES / DETAILS / CEILING DECISIONS / DIMENSIONS / REFER TO INTERIORS PACKAGE.01.ACCESS DOOR LOCATION ‐ REF: FOUNDATION PLAN FOR ALTERNATE THIS WALL.02.DASHED WALLS REPRESENT FUTURE PHASE ‐ PROVIDE ROUGH‐INS FOR DRAINS AS AGREED W/ OWNER.03.SUMP PIT LOCATION ‐ REF: FOUNDATION PLAN.04.NEW WOOD‐FRAMED STAIR.05.MUD ROOM STORAGE ‐ REF: INTERIOR PACKAGE.06.STAIR WALL TO ALIGN ALL FLOORS (INTENT) UNO.07.WOOD‐FRAMED PLATFORM + STEPS ‐ REF: INTERIORS PACKAGE.08.COLUMN (NON STRUCTURAL) ‐ REF: INTERIORS PACKAGE.09.PER FOUNDATION PLAN ‐ ALL EXPOSED EXTERIOR CONCRETE WALL AREAS TO BE BOARD‐FORMED.10.ALIGN FINISH SURFACES.11.ALIGN OPENINGS.12.BUILT‐IN (WALLS / CABINETS TBD ‐ REF: INTERIORS PACKAGE.13.HVAC CHASE.14.WINDOW SEAT ‐ REF: INTERIORS PACKAGE.15.ROOF BELOW ‐ REF: ROOF PLAN.16.RAILING SYSTEM ‐ REF: INTERIORS PACKAGE.17.ELECTRICAL PANEL / METER LOCATION. ADD SUB‐PANELS FROM HERE AS NEEDED.18.GAS METER LOCAITON ‐ REF: SITE PLAN.19.A/C CONDENSING UNIT LOCAITON ‐ REF: SITE PLAN.NOTES ‐ FLOOR PLANSGENERAL NOTES ‐ FLOOR PLANS X
A2
0
2
1
18
'
‐
10
"
4' ‐
0"
9' ‐
0"
A2
0
1
1
A2
0
0
2
A2
0
0
1
01
A3
0
0
05
A3
0
1
03
A3
0
0
LI
V
I
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20
X 15
.
7
5
DI
N
I
N
G
15
X 18
BE
D
R
O
O
M
1
13
X 14
EN
T
R
Y
11
.
5
X 15
W.
I
.
C
.
10
X 5
BA
T
H
10
X 5.5
OF
F
I
C
E
19
X 11
PO
W
D
E
R
6 X 6
MU
D
/ EN
T
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21
.
5
X 9
ST
A
I
R
S
14
X 10
KI
T
C
H
E
N
15
.
5
X 22
KI
T
C
H
E
N
9.5
X 22
PA
N
T
R
Y
ST
O
R
A
G
E
FA
M
I
L
Y
20
X 18
WO
R
K
AR
E
A
7.5
X 11
GA
R
A
G
E
21
.
5
X 20
.
5
GA
R
A
G
E
22
X 22
.
5
A1
1
0
01
A1
1
0
02
07
24
A2
0
2
2
A2012
--
A202 3
2' ‐ 11"16' ‐ 2"2' ‐ 11"
20
'
‐
0"
9' ‐
0"
5"
8' ‐
2"
5"1' ‐
0"
7' ‐
0"
6' ‐
0"
7' ‐
0"
1' ‐
0"
2' ‐ 10"
16
'
‐
4"
2' ‐
10
"
8' ‐ 0"
5' ‐
6"
2' ‐
5"
5' ‐
7"
5' ‐
6"
5' ‐ 4"3' ‐ 8"
1' ‐ 6"12' ‐ 0"1' ‐ 2"4"3' ‐ 4"12' ‐ 0"
1' ‐ 0"
3' ‐ 8"12' ‐ 0"3' ‐ 6 1/4"16' ‐ 0"4' ‐ 8"12' ‐ 0"5' ‐ 5 3/4"
5 1/
2
"
16
'
‐
3"
9' ‐
0"
5' ‐
1"
11
'
‐
2"
5 1/
2
"
9' ‐
2"
2' ‐
9"
4' ‐
0"
4"
3' ‐
8"
2' ‐
11
"
6' ‐
6"
1' ‐
10
"
2' ‐
4"
6' ‐
10
"
2' ‐
5"
4' ‐ 8 1/2"2' ‐ 1"4' ‐ 0"2' ‐ 1"4' ‐ 0"2' ‐ 1"4' ‐ 8 1/2"
8' ‐
4"
7' ‐
4"
8' ‐
4"
2' ‐
1"
2' ‐
9"
4' ‐
3 1/
2
"
6' ‐
7"
4' ‐
3 1/
2
"
9' ‐
0"
57' ‐ 4"
14' ‐ 8"23' ‐ 0"19' ‐ 8"
28
'
‐
0"
5' ‐
0"
3' ‐
0"
2' ‐
5"
10 3/4"2' ‐ 6"
1' ‐ 3"
3' ‐ 0"
57' ‐ 4"
6' ‐ 6"3' ‐ 0"6' ‐ 6"
ST
A
I
R
TO
BA
S
E
M
E
N
T
16
X 3.5
03
A3
0
1
03 A30101A301 01 A301
01
A3
0
1
A3
0
1
04
02
A3
0
0
A3
0
1
02
02
A3
0
2
01
A3
0
2
06
A3
0
1
2' ‐
11
"
1' ‐
2"
11' ‐ 0 1/2"3 1/2"
8 T @ 1'‐2"
9' ‐
4"
5' ‐
0"
9 7/
8
"
18
R @ 7‐7/
1
6
"
= 11
'
‐1 3/4
"
(2
)
8
T @ 1'‐2" = 9'‐4"
+ 5'‐0"
LA
N
D
I
N
G
06
0613
FIR
S
T
FL
O
O
R
+ 10
0
'
‐0"
ST
O
O
P
+ 99
'
‐4"
ST
E
P
+ 98
'
‐8"GA
R
A
G
E
SL
A
B
+ 98
'
‐0"
07 08
8' ‐ 0"8' ‐ 0"
100a
102a
100b
103a
102b
10
2
c
10
3
b
104a
10
5
a
10
5
b
10
6
a
10
7
c
107d
109a110a
110b110c
111a
w.5a
w.2
w.2
w.5a
w.5
b
w.1
w.5
c
w.1
w.1
w.2
w.5
a
w.2
w.1
w.1
w.4
w.3
w.1
w.3
w.3
w.1
w.1
w.1
w.1
10
1
a
10
1
b
10
1
c
10
3
a
10
3
b
10
2
c
10
4
a
w.3
w.2
w.2
8' ‐
2"
5"
1' ‐
0"
3' ‐
0"
4' ‐
0"
4' ‐
1"
16
'
‐
0"
5"
4"4' ‐ 0"
10
0
a
10
0
a
23' ‐ 8"13' ‐ 4"
37' ‐ 0"
10
7
a
10
7
a
10
7
a
24' ‐ 0"28' ‐ 0"109' ‐ 4"
4' ‐ 0"3' ‐ 6"3' ‐ 6"
22
'
‐
0"
4' ‐ 7 3/4"
w.1
22
'
‐
0"
10
7
b
24
'
‐
0"
10
2
a
10
2
b
10
0
a
1
0
0
a
107cw.1
10
7
d
10
9
a
11
0
a
11
0
b
11
1
a
11
1
c
11
1
b
10
7
b
107a
2' ‐ 4"3' ‐ 4"2' ‐ 2"16' ‐ 4"3' ‐ 10"
1' ‐ 0"1' ‐ 0"
24' ‐ 0"
1' ‐
4 1/
2
"
10
'
‐
11
3/
4
"
4' ‐
0"
ST
A
I
R
R.O
.
14
'
‐
11
3/
4
"
w.1
w.1
w.1
w.2w.3
TB
D
w.2
05
8 1/8"4' ‐ 1"
6' ‐ 4"2' ‐ 8"
4' ‐
4"
4"
40
'
‐
4"
13
'
‐
0"
53
'
‐
4"
17
'
‐
6"
40
'
‐
4"
4 1/
4
"
3' ‐
7 3/4
"
49
'
‐
4"
w.3
15' ‐ 0"
13' ‐ 3"4' ‐ 5 1/2"
11 10
w.1
w.1
72' ‐ 4"
11"
STAIR R.O.
10' ‐ 1 1/2"
02
A3
0
3
01
A3
0
3
03
A3
0
3
17
19
18
19
DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A1072014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 First Floor Plan09/12/14CHECK SET
3/
1
6
"
= 1'‐0"
0
1
Fi
r
s
t
F
l
o
o
r
(
N
e
w
)
NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).10/10/14CHECK SET
A.REFERENCE COVER SHEET FOR GENERAL PROJECT INFORMATION, SYMBOLS AND PROJECT SCOPE DEFINITIONS.B.REFERENCE SITE PLAN DOCUMENTS FOR INFORMATION REGARDING DRIVES/ SIDEWALKS/RAMPS/ FENCES (BEYOND 5'‐0" OF PLAN).C.FOR ALL WINDOW AND DOOR OPENINGS, REFER TO STRUCTURAL DWGS FOR HEADER DESIGN.D.PROVIDE 2X SOLID BLOCKING AS REQ'D TO SUPPORT WALL‐MOUNTED ITEMS.E. SEAL ALL EXTERIOR WALL, FLOOR, PLATE, AND SILL PENETRATIONS WITH LOW‐EXPANDING FOAM SEALANT AND APPROPRIATE FLASHINGS.F. SOUND INSULATE ALL MECHANICAL ROOM WALLS AND BATHROOM WALLS AND CEILINGS.G.ALL INTERIOR WALLS TO BE 2X4 WOOD STUD (UNO).H.FLOOR PLAN DIMENSIONS ARE INDICATED FROM FACE OF STUD, FACE OF EXISTING FINISH SURFACE, AND FACE OF MASONRY UNLESS NOTED OTHERWISE.I.NEW WINDOWS TO BE ALUMINUM OR ALUMINUM CLAD WOOD.J.BUILDER TO REVIEW HVAC SCHEMATIC WITH ARCHITECT FOR INTEGRITY WITH DESIGN INTENT.K.FOR ALL INTERIOR FINISHES / DETAILS / CEILING DECISIONS / DIMENSIONS / REFER TO INTERIORS PACKAGE.01.ACCESS DOOR LOCATION ‐ REF: FOUNDATION PLAN FOR ALTERNATE THIS WALL.02.DASHED WALLS REPRESENT FUTURE PHASE ‐ PROVIDE ROUGH‐INS FOR DRAINS AS AGREED W/ OWNER.03.SUMP PIT LOCATION ‐ REF: FOUNDATION PLAN.04.NEW WOOD‐FRAMED STAIR.05.MUD ROOM STORAGE ‐ REF: INTERIOR PACKAGE.06.STAIR WALL TO ALIGN ALL FLOORS (INTENT) UNO.07.WOOD‐FRAMED PLATFORM + STEPS ‐ REF: INTERIORS PACKAGE.08.COLUMN (NON STRUCTURAL) ‐ REF: INTERIORS PACKAGE.09.PER FOUNDATION PLAN ‐ ALL EXPOSED EXTERIOR CONCRETE WALL AREAS TO BE BOARD‐FORMED.10.ALIGN FINISH SURFACES.11.ALIGN OPENINGS.12.BUILT‐IN (WALLS / CABINETS TBD ‐ REF: INTERIORS PACKAGE.13.HVAC CHASE.14.WINDOW SEAT ‐ REF: INTERIORS PACKAGE.15.ROOF BELOW ‐ REF: ROOF PLAN.16.RAILING SYSTEM ‐ REF: INTERIORS PACKAGE.17.ELECTRICAL PANEL / METER LOCATION. ADD SUB‐PANELS FROM HERE AS NEEDED.18.GAS METER LOCAITON ‐ REF: SITE PLAN.19.A/C CONDENSING UNIT LOCAITON ‐ REF: SITE PLAN.NOTES ‐ FLOOR PLANSGENERAL NOTES ‐ FLOOR PLANS X
02
A3
0
2
01
A3
0
0
05
A3
0
1
03
A3
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0
28
'
‐
0"
6' ‐
4"
6' ‐
0"
4"
6' ‐
0"
1' ‐
11
"
6' ‐
4"
8"
4' ‐
9"
8"
4' ‐
9"
8"
6' ‐
4"
1' ‐
11
"
1' ‐ 0"2' ‐ 11"
5' ‐ 8"8' ‐ 0"8' ‐ 8"8' ‐ 0"4"5' ‐ 5 3/4"
1' ‐
0"
1' ‐
0"
8' ‐ 0"4"3' ‐ 4"10' ‐ 8"23' ‐ 5 1/8"6' ‐ 4 1/2"3' ‐ 8 1/8"4"
1' ‐
0"
13
'
‐
2"
6' ‐
10
"
1' ‐
0"
22
'
‐
0"
4"3' ‐ 8"6' ‐ 4"3' ‐ 0"15' ‐ 0"
2' ‐
9"
9' ‐
2"
4' ‐
1"
1' ‐ 0"2' ‐ 11"6' ‐ 7 1/2"6' ‐ 7 1/2"2' ‐ 11"
4"
4' ‐
0"
1' ‐ 0"
5 1/2"14' ‐ 1"5 1/2"13' ‐ 11"5 1/2"17' ‐ 3 1/2"
1' ‐ 4"10' ‐ 8"1' ‐ 10"
03
A3
0
1
01 A301
02
A3
0
0
01
A3
0
2
8' ‐
2"
5"
5"
06
A3
0
1
18
R @ 7‐7/
1
6
"
= 11
'
‐1 3/
4
"
(2
)
8
T @ 1'‐2" = 9'‐4"
+ 5'‐0"
LA
N
D
I
N
G
201a
203a20
7
a
w.5a
w.1
w.1
w.2
w.2
w.1
w.1
w.4
w.1
20
8
a
20
9
c
20
1
a
w.3
w.2
w.2
20
0
a
w.1
20
9
a
20
9
b
20
0
b
20
3
a
20
5
a
20
7
d
20
7
b
2
0
7
c
20
7
b
w.5a MA
S
T
E
R
CL
O
S
E
T
15
X 17
BE
D
R
O
O
M
12
X 13
OP
E
N
TO
BE
L
O
W
W.
I
.
C
.
6 X 6
WI
N
D
O
W
SE
A
T
10
.
5
X 3.5
OF
F
I
C
E
/ CR
A
F
T
20
X 8
LA
U
N
D
R
Y
20
X 8
ST
A
I
R
S
14
X 10
MA
S
T
E
R
SP
A
15
X 14
SI
T
T
I
N
G
RO
O
M
20
X 10
MA
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T
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R
BE
D
R
O
O
M
20
X 14
BA
T
H
5 X 9
BA
T
H
5 X 9
BE
D
R
O
O
M
12
X 13
LO
F
T
/ TV
AR
E
A
20
X 10
.
5
W.
I
.
C
.
6 X 6
20
7
a
20
6
a
20
4
b
20
4
a
205a20
6
a
w.5a
20
3
b
21
3
c
21
3
b
21
3
a
2
1
2
a
2
1
1
a
2
1
0
a
24' ‐ 0"
4' ‐
4"
20
'
‐
0"
16
'
‐
0"
9' ‐
0"
40
'
‐
4"
210a
213a
21
3
c
21
0
c
21
3
b
21
0
b
22
'
‐
0"
3' ‐ 4"4' ‐ 0 1/4"
57' ‐ 4"
5"
8' ‐
2"
5"
9' ‐
0"
40
'
‐
4"
20
1
b
20
1
c
4' ‐
1"
2' ‐
9"
4' ‐
4"
6' ‐
7"
2' ‐
3"
w.1w.1w.1
w.1
w.2
w.2
w.1
w.2
w.1
w.2
85' ‐ 8"
85' ‐ 8"
16
15 15
15
15
06
14
w.1
31
'
‐
0"
71
'
‐
4"
11"
STAIR R.O.
10' ‐ 1 1/2"
02
A3
0
3
15
01
A3
0
3
10' ‐ 1 1/2"
13' ‐ 11 3/4"8' ‐ 0"7' ‐ 6 1/2"
3' ‐ 2 1/2"
03
A3
0
3
7' ‐
0"
6' ‐
0"
7' ‐
0"
DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A1082014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 SecondFloor Plan09/12/14CHECK SET
3/
1
6
"
= 1'‐0"
0
1
Se
c
o
n
d
F
l
o
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(
N
e
w
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NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).10/10/14CHECK SET
A.LOCATE PLUMBING VENT ROOF PENETRATIONS AS APPROVED. THE GOAL IS TO NOT HAVE VENTS VISIBLE FROM FRONT OF THE HOUSE OR POOL DECK.B.ALL ROOF‐TO WALL FLASHING TO BE STEPPED ALUMINUM AT BRICK INTERFACE AND STRAIGHT FLASHING AT SIDING INTERFACE (UNO).C.ALL ROOF EDGES (RAKE AND EAVE DETAILS) SHALL HAVE ALUMINUM DRIP EDGE ‐ REF: WALL SECTIONS.D.INSTALL ICE AND WATER SHIELD ( 3'‐0" WIDTH) AT ALL ROOF EDGES (EAVES AND RAKES) AND AT ALL VALLEYS, AND AT ALL ROOF/ WALL ABUTMENTS.01.ALUMINUM GUTTER (BOX FORM FLAT PROFILE REF: ARCHITECT)‐SIZE‐ 6"02.ALUMINUM DOWNSPOUT (TYPICAL)‐SIZE‐ 3" X 4" (PREFER FLAT PROFILE / BOX, NOT CORRUGATED)REFER TO EXTERIOR ELEVATIONS TO COORDINATE DOWNSPOUT LOCATIONS, TYPICAL.03.SHINGLE ROOFING‐ (REF: ARCHITECT FOR FINAL SELECTION).04.CONTINUOUS RIDGE VENT.05.ICE & WATER SHIELD ‐ SEE GENERAL NOTES ‐ ROOF 06.ICE & WATER SHIELD INTERFACING WITH ALUMINUM DRIP EDGE TYPICAL) ‐ REF:SECTIONS.07.EXHAUST VENT LOCATION FOR BATH FAN + LAUNDRY VENT ‐ ANY UNIQUE LOCATIONS,CONSULT WITH ARCHITECT.08.PLUMBING VENT ‐ PAINT TO MATCH ROOF OR COVER W/ COPPER OR ZINC BOOT.09.WALL BELOW.10.RUBBER MEMBRANE ROOFING OVER TAPERED INSULATION (GRAVEL TOPPING WHERE NOTED).11.SKYLIGHT ‐ REF: INTERIORS PACKAGE FOR FINAL LOCATIONS / SIZES / SPECIFICATIONS.12.METAL COPING + DRAINAGE DETAIL WITH SCUPPER ‐ REF: DETAILS / 3D.13.ENTRY CANOPY BELOW ‐ REF: DETAILS.14.ALUMINUM (OR ZINC) CHIMNEY CAP OVER ICE & WATER SHIELD ‐ FLASH ALL PENETRATIONS PER SMACNA GUIDELINES ‐ SLOPE CAP AWAY FROM MIDDLE (INCLUDE DRIPS AT EDGE (SMACNA).15.METAL STANDING SEAM ROOFING OVER ICE & WATER SHIELD (OR PER MANUFACTURER RECOMMENDATIONS) ‐ REVIEW FINAL SELECTION & DETAILS W/ ARCHITECT.NOTES ‐ ROOF PLANGENERAL NOTES‐ ROOF PLAN X
01
A3
0
0
0901 05
0409 05
03
03
02 01
02 04 10
12
09 05 03 04
02
01
06
15
0909
13
05
A3
0
1
03
A3
0
0
03
A3
0
1
01 A301
02
A3
0
0
06
A3
0
1
02
A3
0
3
01
A3
0
3
06
DS
DS
14
DS
DS DS DS
DS DS
DS
DS
DS
DS
DSDS
DS
DS
DS
06
06
15
01
DS
NO
GR
A
V
E
L
RE
Q
U
I
R
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D
TH
I
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LO
C
A
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DS
12
0303
03
03
11
11
15
07
DS
06
07
08
11
07
08
11
03
A3
0
3
DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A1092014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 Roof Plan09/12/14CHECK SET
3/1
6
"
= 1'‐0"
0
1
Ro
o
f
P
l
a
n
(
N
e
w
)
NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).10/10/14CHECK SET
SECOND FLOOR
111' - 1 3/4"
FIRST FLOOR
100' - 0"
FIRST FLOOR PLATE (MAIN HOUSE)
110' - 1 1/8"
SECOND FLOOR PLATE
120' - 3"
GARAGE SLAB LEVEL
98'- 0"
SECOND FLOOR
111' - 1 3/4"
FIRST FLOOR
100' - 0"
FIRST FLOOR PLATE (MAIN HOUSE)
110' - 1 1/8"
SECOND FLOOR PLATE
120' - 3"
GARAGE SLAB LEVEL
98'- 0"
01 3/16" = 1' 0"SOUTH ELEVATION (MAIN) - TYPICAL
02 3/16" = 1' 0"WEST ELEVATION (MAIN)
NOTE: REFER TO "TYPICAL" ELEVATION FOR TYPICAL NOTES.
NON-TYPICAL ELEVATIONS ONLY NOTE UNIQUE CONDITIONS.
12
12
12
12
12
12
3.75
1212
5.5
(C
H
I
M
N
E
Y
BE
Y
O
N
D
)
4.1
4.1
6.21
7.9
7.7
7.11
3.3 2.17.338.24.58.24.13.38.110.23.34.15.68.23.37.247.20
4.1
6.7
6.21
7.9
7.7
6.21
7.9
7.11
7.30 7.34
4.5 4.2
4.1
7.32
4.5
4.5
4.1
6.19
8.1
4.5
4.5 4.1
6.21
BRICK
TYPE 2
4.1 3.310.1
7.24
7.23
7.31
3.1
4.54.2
7.24
6.4
7.7
7.11
4.1 4.23.3
7.35
4.1
2.1 4.2
4.5
4.2 4.1
BRICK
TYPE 2
4.54.2
BRICK
TYPE 2
02
A300
03
A301
06
A301
01
A302
05
A301
03
A303
02
A303
107a
202a
202a200a
208a
101a 100a
100a 100a 100a
100a
209a209b
102a102b
001a
100a
107c
204b
103b
206a207a
002a
109a
204a 213b 213c
213c
209c
110a111a 102c
201a
107a 107a 107a
SECOND FLOOR
111' - 1 3/4"
FIRST FLOOR
100' - 0"
FIRST FLOOR PLATE
110' - 1 1/8"
SECOND FLOOR PLATE
120' - 3"
GARAGE SLAB LEVEL
98'- 0"
SECOND FLOOR
111' - 1 3/4"
FIRST FLOOR
100' - 0"
FIRST FLOOR PLATE
110' - 1 1/8"
SECOND FLOOR PLATE
120' - 3"
GARAGE SLAB LEVEL
98'- 0"
BASEMENT FLOOR
88'- 10 1/4"
NOTE: REFER TO "TYPICAL" ELEVATION FOR TYPICAL NOTES.
NON-TYPICAL ELEVATIONS ONLY NOTE UNIQUE CONDITIONS.
02 3/16" = 1' 0"EAST ELEVATION (MAIN)
NOTE: REFER TO "TYPICAL" ELEVATION FOR TYPICAL NOTES.
NON-TYPICAL ELEVATIONS ONLY NOTE UNIQUE CONDITIONS.
01 3/16" = 1' 0"NORTH ELEVATION (MAIN)
12
12
12
4.5
10.5
12
16.216.216.1
03
A300
01
A300
TBD
TBD
01
A301
210a
107d
107d
200b
100a
100b
101b 101c 103a
211a 212a 213a207b207c
111c111b
205a
107a
003a
110a
111a
207d203a
202a
109a107b
003a
110b
201c
107b
SECOND FLOOR
111' - 1 3/4"
FIRST FLOOR
100' - 0"
FIRST FLOOR PLATE
110' - 1 1/8"
SECOND FLOOR PLATE
120' - 3"
GARAGE SLAB LEVEL
98'- 0"
SECOND FLOOR
111' - 1 3/4"
FIRST FLOOR
100' - 0"
FIRST FLOOR PLATE
110' - 1 1/8"
SECOND FLOOR PLATE
120' - 3"
GARAGE SLAB LEVEL
98'- 0"
NOTE: REFER TO "TYPICAL" ELEVATION FOR TYPICAL NOTES.
NON-TYPICAL ELEVATIONS ONLY NOTE UNIQUE CONDITIONS.
02 3/16" = 1' 0"WEST ELEVATION (CUT)
NOTE: REFER TO "TYPICAL" ELEVATION FOR TYPICAL NOTES.
NON-TYPICAL ELEVATIONS ONLY NOTE UNIQUE CONDITIONS.
01 3/16" = 1' 0"EAST ELEVATION (CUT)
BASEMENT FLOOR
88'- 10 1/4"
NORTH ELEVATION (ELEVATION)03 3/16" = 1' 0"NOTE: REFER TO "TYPICAL" ELEVATION FOR TYPICAL NOTES.
NON-TYPICAL ELEVATIONS ONLY NOTE UNIQUE CONDITIONS.
204b206a207a
109a
204a
110a111a
201a
210a
107d
107d
200b
100a
100b
101b 101c 103a
211a 212a 213a
15.2
A.CONFORM ALL CONSTRUCTION TO THE CURRENT BUILDING CODES AS WELL AS LOCAL,COUNTY, AND/OR CITY JURISDICTIONS.B.DIMENSIONS ARE INDICATED FROM FACE OF COLUMN/RAIL AND FACE OF MASONRY UNLESS OTHERWISE INDICATED. FIELD VERIFY EXISTING CONDITIONS.C.TYPICAL WALL SECTION OR ELEVATION INDICATES TYPICAL WALL SECTION NOTES.OTHER SECTIONS INDICATE UNIQUE CONDITIONS ONLY.GENERAL NOTES SITEWORK‐02 2.1GRADE‐SLOPE AWAY FROM STRUCTURE‐REF: SITE PLAN.2.2PEA GRAVEL FILL‐REF: FOUNDATION DRAWINGS.2.3HEAVY DUTY VAPOR BARRIER (6 MIL MINIMUM).2.4GEOTEXTILE FILTER FABRIC.CONCRETE‐03 3.1NEW CONCRETE FOOTING ‐ REF: FOUNDATION PLAN.3.2NEW IMPERVIOUS CONCRETE ‐ REF: PLANS / SPECS.3.3NEW BOARD FORMED CONCRETE RETAINING / FOUNDATION WALL ‐ REF: PLANS. NOTE:ONLY THE EXPOSED PORTIONS OF CONCRETE NEED TO BE BOARD‐FORMED. DESIGN INTENT IS THAT WE SEE 5‐6" EXPOSED AROUND PERIMETER UNDER BRICK/STUCCO AREAS (UNO).3.4PERFORATED 4" PERIMETER DRAINAGE WRAPPED W/ FILTER FABRIC ‐ TIE TOGETHER &ROUTE TO NEW SUMP PIT (VIF)3.5REINFORCED CONCRETE SLAB WITH TURN‐DOWN.3.6EXPANSION MATERIAL.3.7REINFORCED CONCRETE SLAB ‐ REF: FRAMING PLANS.3.8CANT STRIP (PRE‐FAB PIECE OR MORTAR).MASONRY‐04 NOTE: PROVIDE MOCK‐UP OF ALL MASONRY/MORTAR CONDITIONS.4.1BRICK VENEER WALL SYSTEM ‐ TYPICAL BRICK TYPE 1 EXCEPT WHERE NOTED OTHERWISE AS BRICK TYPE 2.4.2MASONRY CONTROL JOINT (3/8" WIDE ‐ SEALANT ‐ REF: ARCHITECT FOR COLOR SELECTION).4.3GALVANIZED ANCHOR ASSEMBLY (BRICK TIE) WITH SELF‐SEALING FASTENER (SPACE 16"O.C. EACH WAY).4.4MASONRY WEEPS @ 16" O.C. ‐ WEEPS SHALL ALWAYS BE ABOVE GRADE (FIELD VERIFY).4.5BRICK BAND ‐ SET BACK 1/4" FROM FACE OF ADJACENT FIELD BRICK.4.61" AIR‐SPACE.METALS‐05 5.1GALVANIZED STEEL ANGLE. PAINT WHERE EXPOSED TO MATCH ADJACENT TRIM COLOR.5.2#4 VERTICAL BARS ‐ REF: FOUNDATION PLAN.5.3#5 HORIZONTAL BARS ‐ REF: FOUNDATION PLAN.5.4GALVANIZED ANCHOR BOLTS @ 48" O.C. ‐ REF: FOUNDATION PLANS.5.5JOIST HANGER HARDWARE (UTILIZE BACKER BLOCK ON EACH SIDE OF TJI TO ELIMINATE ROTATION IF NEEDED ‐ REVIEW DETAILS WITH TJI SUPPLIER) ‐ REF: FRAMING PLANS /STRUCTURAL.5.6METAL GRATING SYSTEM (H.D. PLASTIC / COMPOSITE ‐ ALTERNATE).WOOD AND PLASTICS‐06 6.13/4" PLYWOOD T&G DECKING.6.21/2" OSB/PLYWOOD SHEATHING OR ZIP SHEATHING SYSTEM (ALTERNATE).6.32x CONTINUOUS BLOCKING.6.4GUTTER BOARD (SMOOTH CEDAR, COMPOSITE, OR ALUMINUM WRAPPED WOOD ‐ REF:SMACNA).6.5WOOD FRAMING ‐ REF: FRAMING PLAN & FLOOR PLANS (WALL TYPES).6.6SMOOTH COMPOSITE SHIP LAP SOFFIT (1/8" REVEAL JOINT BETWEEN EACH PIECE ‐ MITER AT CORNERS).6.7SMOOTH COMPOSITE WALL SYSTEM WITH RAINSCREEN CLIPS ‐ REF: SPECS.6.81/2" CONTINUOUS RAINSCREEN VENT CHANNEL ‐ REF: SPECS.6.91/2" CONTINUOUS SOFFIT VENT CHANNEL ‐ REF: SPECS.6.10ALTERNATE: POLYCARBONATE ROOFING MATERIAL.6.11INSULATED HEADER ‐ REF: SPECS.6.12WEB STIFFENER ‐ FOLLOW TJI MANUFACTURERS INSTALLATION GUIDELINES.6.13LVL OR GLU‐LAM BEAM ‐ REF: FRAMING PLANS / STRUCTURAL.6.142X ROOF PURLINS @ 16" O.C.6.15RIM BOARD ‐ NOTCH TO PROVIDE APPROPRIATE VENTILATION.6.16NON CONTINUOUS 2X BLOCKING.6.172X TRIM ‐ REF: FRAMING DETAILS.6.181X COMPOSITE TRIM OR PAINTED CLEAR CEDAR.6.192X COMPOSITE TRIM OR PAINTED CLEAR CEDAR.6.20TREATED CAP ‐ SLOPE TOP.6.21FASCIA TRIM (SMOOTH COMPOSITE, CEDAR, OR ALUMINUM‐WRAPPED WOOD ‐ PER SMACNA).THERMAL AND MOISTURE PROTECTION‐07 7.1METAL FLASHING.7.2 SPRAY CELLULOSE INSULATION (WALLS: R‐13 / ATTIC FLOORS ‐ VAULTED CEILINGS: R‐45).7.3ALUMINUM DRIP EDGE.7.46" WIDE MINIMUM GRACE VYCOR SEALANT TAPE ALONG SILL LAPPING OVER CONCRETE ‐WEATHER BARRIER TO LAP OVER VYCOR.7.5WEATHER BARRIER ‐ LAP AND TAPE OVER FLASHINGS (POSITIVE DRAINAGE METHOD).7.61" EXTRUDED POLYSTYRENE RIGID INSULATION (TAPED JOINTS).7.7SHINGLED ROOFING OVER 30# LAPPED FELT ‐ REF: ARCHITECT FOR SELECTION.7.8ICE & WATER SHIELD ‐ TURNS UNDER DRIP ONTO GUTTER BOARD LOCATIONS PER ROOF PLAN.7.9ALUMINUM GUTTER + DOWNSPOUT ‐ REF: ROOF PLAN FOR SIZING INFORMATION ‐GUTTER LIP TO BE AT ROOF PITCH PROJECTION AS INDICATED.7.10SEALANT ‐ BACKER ROD + SILL TRIM ‐ COORDINATE W/ FINISH FLOORING.7.11CONTINUOUS RIDGE VENT.7.12FOAM ROLL SILL SEAL.7.13SOUND INSULATION ‐ ALTERNATE.7.14THIN PROFILE ATTIC EAVE BAFFLE.7.15DAMP‐PROOFING / ELASTOMERIC PAINT TO GRADE.7.16CAPILLARY BREAK OVER FOOTING (DAMP‐PROOFING, LOW PERM OR ELASTOMERIC PAINT).7.17FOUNDATION WALL DRAIN SYSTEM ‐ INTEGRATE WITH DRAINAGE TILE.7.18INSULATING DRAINAGE BOARD 7.19UNFACED CAVITY INSULATION, CELLULOSE OR LOW‐DENSITY SPRAY APPLIED FOAM (RIM‐SEALER).7.20GALVANIZED THRU‐WALL FLASHING.7.21DRAINAGE MATERIAL W/ WEEPS @ 16" O.C.7.22CONTINUOUS BEAD OF SEALANT (AIR‐SEALING).7.23METAL ROOFING SYSTEM OVER ICE AND WATER SHIELD.7.24EXTERIOR WALL INSULATION AND FINISH SYSTEM WITH MOISTURE DRAINAGE (ALTERNATE:STUCCO) ‐ REFERENCE STANDARD: STO ENERGY GUARD RAINSCREEN SYSTEM (SAND FINISH).7.25GALVANIZED METAL SILL PAN FLASHING (ALTERNATE: PLASTIC) ‐ WEEP INTO DRAINAGE WALL CAVITY.7.26VYCOR ELASTOMERIC FLASHING ‐ REF: SILL DETAILS.7.27TAPERED INSULATION ‐ REF: ROOF PLAN FOR DRAINAGE GOALS.7.28RUBBER MEMBRANE ROOFING ‐ REF: SPECS.7.29ICE AND WATER SHIELD UNDER TAPERED INSULATION TO LAP OVER VYCOR PARAPET FLASHING. REINFORCE ALL CORNERS AND ENSURE PROPER POSITIVE DRAINAGE AT ALL OVERLAPPING CONDITIONS.7.30PRE‐FINISHED ALUMINUM COPING.7.31METAL ROOFING TRANSITION FLASHING (MATCH ROOF FINISH).7.32PRE‐FINISHED METAL FLUE + CAP.7.33ALUMINUM WINDOW SILL FLASHING TRIM (EXPOSED FACES TO MATCH WINDOW FINISH).7.34METAL WALL PANEL W/ RAIN SCREEN ‐ INTEGRATE WITH WINDOW DETAILS (ALUMINUM STOREFRONT SYSTEM OPTIONAL).7.35ELASTOMERIC SELF‐ADHERED FLASHING ‐ AS APPROVED BY BRICK INSTITUTE OF AMERICA &ARCHITECT.DOORS AND WINDOWS‐08 8.1DOOR‐REF: PLANS/SCHEDULE.8.2WINDOW ‐ REF: PLANS/SCHEDULE.FINISHES‐09 9.1FINISH FLOORING ‐ REF: INTERIORS PACKAGE.9.2GYPSUM DRYWALL‐REF: PLANS/WALL TYPES & SPECIFICATIONS/FINISH PLAN (ALL DRYWALL SMOOTH FINISH U.N.O.).9.3INTERIOR TRIMS ‐ REF: INTERIOR PACKAGE.SPECIALTIES‐10 10.1BRUSHED ALUMINUM ADDRESS NUMERALS ‐ FINAL SELECTION BY ARCHITECT.10.2STEEL OR WOOD CANOPY W/ GLASS OR ACRYLIC ROOF SYSTEM ‐ REF: DETAILS.10.3ALUMINUM SUN‐SHADE ‐ REF: DETAILS.ELECTRICAL‐15 15.1LIGHT FIXTURE ‐ REF: LIGHTING PLAN/SCHEDULE.15.2ELECTRIC METER + CABLE/TELEPHONE INLETS.MECHANICAL‐16 16.1GAS METER LOCATION.16.2A/C CONDENSING UNIT.First Floor (New)100' ‐ 0"First Floor Plate 110' ‐ 1 1/8"Top of Foundation 98' ‐ 9 7/8"Second Floor (New)111' ‐ 1 3/4"Top of Footing (New)88' ‐ 6 1/4"Second Floor Plate 120' ‐ 2 7/8"Basement Floor 88' ‐ 10 1/4"6.1 7.3 6.21 6.3 4.17.87.7
5.5 6.5 6.26.5
7.1
9
7.2 9.2
6.1
1
6.5 8.2
7.2
5
7.336.3
6.1
7.2
2
9.1
7.1
3
7.1
9
7.2
2
7.2
6.1
1
7.1
0
7.1
9
8.2
7.6 7.267.25 7.5
9.1
7.2
6
7.1
0
7.1
9
7.1
3
5.4 5.2
7.21 7.20 7.12 7.15 7.18 2.2 2.4 7.16 3.83.3
2.3 3.7
7.1
2
7.1
7
3.4
3.1
5.3
7.10
4 1/
8
"
3"9 1/2"7.21 NOTE IF NO PATIO THIS LOCATION,INSTALL BRICK W/ FLASHINGS.4.4 7.35 5.14.14.37.57.6 4.66.26.57.27.21 4.4 7.35 5.14.14.37.57.6 4.66.26.5
5 3/
4
"
4"1"LINE OF BRICK BEYOND
8' ‐ 0"2' ‐ 1 1/8"
10' ‐ 1 1/8"
2' ‐ 0"6' ‐ 8"5 1/4"
REF: DOOR SCHEDULE FOR R.O.REF: DOOR SCHEDULE FOR R.O.
8.2
7.2
6
10' ‐ 1 1/8"
7.6
ALT
.
3.4
10'‐0" PRE‐CUT STUD (116‐5/8")9'‐0" PRE‐CUT STUD (104‐5/8")10'‐0" PRE‐CUT STUD (116‐5/8")
Fi
r
s
t
Fl
o
o
r
(N
e
w
)
10
0
'
‐
0"
Fi
r
s
t
Fl
o
o
r
Pl
a
t
e
11
0
'
‐
1 1/
8
"
To
p
of
Fo
u
n
d
a
t
i
o
n
98
'
‐
9 7/
8
"
Se
c
o
n
d
Fl
o
o
r
(N
e
w
)
11
1
'
‐
1 3/
4
"
To
p
of
Fo
o
t
i
n
g
(N
e
w
)
88
'
‐
6 1/
4
"
Se
c
o
n
d
Fl
o
o
r
Pl
a
t
e
12
0
'
‐
2 7/
8
"
Se
c
o
n
d
Fl
o
o
r
(W
i
n
d
o
w
He
a
d
s
)
11
8
'
‐
1 3/
4
"
Ea
s
t
Do
r
m
e
r
(W
o
r
k
Po
i
n
t
)
12
0
'
‐
11
1/
8
"
Ba
s
e
m
e
n
t
Fl
o
o
r
88
'
‐
10
1/
4
"
3"
4 5/8
"
8"
Re
f
:
Fr
a
m
i
n
g
Pla
n
s
(V
.
I
.
F
.
)
6' ‐
0 1/
2
"
1' ‐ 0 5/8"1' ‐ 11 3/8"8' ‐ 1 3/4"
RE
F
:
PL
A
N
S
4' ‐
8 1/
4
"
11 7/8"
Ref: Framing Plans
Verify
6.1
4
7.2
3
7.8 7.3
7.7 6.3 5.6
7.2
3
6.1 6.5
6.1
3
7.9 6.4 6.9
7.2
4
7.2
6
7.1 7.1
5.1
1
6.9 7.1 3.6
7.1
0
5.1
0
3.5
9.3 9.1
8.27.1
7.2
6
7.55.86.5
6.1
1
6.66.97.6
6.1
3
3' ‐ 1"3' ‐ 11"2' ‐ 1 1/8"
9' ‐ 1 1/8"
10'‐0" PRE‐CUT STUD (116‐5/8")
9'‐0" PRE‐CUT STUD (104‐5/8")
10'‐0" PRE‐CUT STUD (116‐5/8")
REF: DOOR SCHEDULE
FOR R.O.
8"7' ‐ 4"2' ‐ 1 1/8"
10' ‐ 1 1/8"
REF: DOOR SCHEDULE FOR R.O.
10' ‐ 1 1/8"
Fi
r
s
t
Fl
o
o
r
(N
e
w
)
10
0
'
‐
0"
Fi
r
s
t
Fl
o
o
r
Pl
a
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e
11
0
'
‐
1 1/
8
"
To
p
of
Fo
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d
a
t
i
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n
98
'
‐
9 7/
8
"
Se
c
o
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d
Fl
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r
(N
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)
11
1
'
‐
1 3/
4
"
To
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of
Fo
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i
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(N
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)
88
'
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6 1/
4
"
Se
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12
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2 7/
8
"
Ma
i
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Ga
b
l
e
(W
o
r
k
Po
i
n
t
)
12
1
'
‐
0"
Ba
s
e
m
e
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Fl
o
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r
88
'
‐
10
1/
4
"
7.1
0
7.9 5.46.5
6.1
0
3.5
7.2
6
7.2
5
8.1
3.6
FU
T
U
R
E
5.87.1
5.1
7.2
1
7.1
1 1/
2
"
5 3/
4
"
5 1/2"7.37.8
6.1
5
6.1
4
7.1
4
6.56.17.7
6.1
2
6.1
6
7.2
FU
T
U
R
E
RO
O
F
4 1/
8
"
10'‐0" PRE‐CUT STUD (116‐5/8")9'‐0" PRE‐CUT STUD (104‐5/8")10'‐0" PRE‐CUT STUD (116‐5/8")
10' ‐ 0 1/8"
8' ‐ 0"2' ‐ 1 1/8"
10' ‐ 1 1/8"
3' ‐ 1"3' ‐ 11"2' ‐ 1 1/8"
9' ‐ 1 1/8"
REF: DOOR
SCHEDULE FOR R.O.
REF: DOOR SCHEDULE FOR R.O.
DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A3002014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 Sections09/12/14CHECK SET
3/4
"
= 1'‐0"
0
1
Ty
p
i
c
a
l
W
a
l
l
S
e
c
t
i
o
n
3/4
"
= 1'‐0"
0
3
Ea
s
t
W
e
s
t
S
e
c
t
i
o
n
(
S
e
c
o
n
d
a
r
y
G
a
b
l
e
)
3/4
"
= 1'‐0"
0
2
Ma
i
n
G
a
b
l
e
E
a
v
e
S
e
c
t
i
o
n
NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).
RE
F
:
01
/
A
3
0
0
FO
R
TY
P
I
C
A
L
NO
T
E
S
RE
F
:
01
/
A
3
0
0
FO
R
TY
P
I
C
A
L
NO
T
E
S
10/10/14CHECK SET
Fi
r
s
t
Fl
o
o
r
(N
e
w
)
10
0
'
‐
0"
Fi
r
s
t
Fl
o
o
r
Pl
a
t
e
11
0
'
‐
1 1/
8
"
To
p
of
Fo
u
n
d
a
t
i
o
n
98
'
‐
9 7/
8
"
Se
c
o
n
d
Fl
o
o
r
(N
e
w
)
11
1
'
‐
1 3/
4
"
To
p
of
Fo
o
t
i
n
g
(N
e
w
)
88
'
‐
6 1/
4
"
Se
c
o
n
d
Fl
o
o
r
Pl
a
t
e
12
0
'
‐
2 7/
8
"
Se
c
o
n
d
Fl
o
o
r
(W
i
n
d
o
w
He
a
d
s
)
11
8
'
‐
1 3/
4
"
Fi
r
s
t
Fl
o
o
r
(7
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)
10
7
'
‐
0"
Ea
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t
Do
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(W
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Po
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)
12
0
'
‐
11
1/
8
"
Ba
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Fl
o
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r
88
'
‐
10
1/
4
"
8"1"
9 1/4"
1 1/2"
11 7/8"Verify
3"
1' ‐ 0 5/8"
Re
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:
Fr
a
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Pla
n
s
(V
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)
3' ‐
4 1/
4
"
7.2
4
7.1
5.1
0
8.2
7.1
0
7.1
7.2
6
6.86.77.67.57.2
7.1
9
7.2
2
7.1
3
7.2
2
7.1
3
7.1
9
MA
I
N
GA
B
L
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BE
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:
06
/
A
3
0
1
6.1
4
5.6
6.1
3
6.3
6
12
12
12
.
5
6.1
5
6.1
2
10'‐0" PRE‐CUT STUD (116‐5/8")9'‐0" PRE‐CUT STUD (104‐5/8")
3' ‐ 1"3' ‐ 11"3' ‐ 1 1/8"
10' ‐ 1 1/8"
REF: DOOR SCHEDULE FOR R.O.
2' ‐ 1 1/8"
9' ‐ 1 1/8"
REF: DOOR
SCHEDULE FOR R.O.
3' ‐ 11"3' ‐ 1"
10' ‐ 1 1/8"1' ‐ 0 5/8"
10'‐0" PRE‐CUT STUD (116‐5/8")
5"
BOARD FORMED
TOP AREA
A.CONFORM ALL CONSTRUCTION TO THE CURRENT BUILDING CODES AS WELL AS LOCAL,COUNTY, AND/OR CITY JURISDICTIONS.B.DIMENSIONS ARE INDICATED FROM FACE OF COLUMN/RAIL AND FACE OF MASONRY UNLESS OTHERWISE INDICATED. FIELD VERIFY EXISTING CONDITIONS.C.TYPICAL WALL SECTION OR ELEVATION INDICATES TYPICAL WALL SECTION NOTES.OTHER SECTIONS INDICATE UNIQUE CONDITIONS ONLY.GENERAL NOTES SITEWORK‐02 2.1GRADE‐SLOPE AWAY FROM STRUCTURE‐REF: SITE PLAN.2.2PEA GRAVEL FILL‐REF: FOUNDATION DRAWINGS.2.3HEAVY DUTY VAPOR BARRIER (6 MIL MINIMUM).2.4GEOTEXTILE FILTER FABRIC.CONCRETE‐03 3.1NEW CONCRETE FOOTING ‐ REF: FOUNDATION PLAN.3.2NEW IMPERVIOUS CONCRETE ‐ REF: PLANS / SPECS.3.3NEW BOARD FORMED CONCRETE RETAINING / FOUNDATION WALL ‐ REF: PLANS. NOTE:ONLY THE EXPOSED PORTIONS OF CONCRETE NEED TO BE BOARD‐FORMED. DESIGN INTENT IS THAT WE SEE 5‐6" EXPOSED AROUND PERIMETER UNDER BRICK/STUCCO AREAS (UNO).3.4PERFORATED 4" PERIMETER DRAINAGE WRAPPED W/ FILTER FABRIC ‐ TIE TOGETHER &ROUTE TO NEW SUMP PIT (VIF)3.5REINFORCED CONCRETE SLAB WITH TURN‐DOWN.3.6EXPANSION MATERIAL.3.7REINFORCED CONCRETE SLAB ‐ REF: FRAMING PLANS.3.8CANT STRIP (PRE‐FAB PIECE OR MORTAR).MASONRY‐04 NOTE: PROVIDE MOCK‐UP OF ALL MASONRY/MORTAR CONDITIONS.4.1BRICK VENEER WALL SYSTEM ‐ TYPICAL BRICK TYPE 1 EXCEPT WHERE NOTED OTHERWISE AS BRICK TYPE 2.4.2MASONRY CONTROL JOINT (3/8" WIDE ‐ SEALANT ‐ REF: ARCHITECT FOR COLOR SELECTION).4.3GALVANIZED ANCHOR ASSEMBLY (BRICK TIE) WITH SELF‐SEALING FASTENER (SPACE 16"O.C. EACH WAY).4.4MASONRY WEEPS @ 16" O.C. ‐ WEEPS SHALL ALWAYS BE ABOVE GRADE (FIELD VERIFY).4.5BRICK BAND ‐ SET BACK 1/4" FROM FACE OF ADJACENT FIELD BRICK.4.61" AIR‐SPACE.METALS‐05 5.1GALVANIZED STEEL ANGLE. PAINT WHERE EXPOSED TO MATCH ADJACENT TRIM COLOR.5.2#4 VERTICAL BARS ‐ REF: FOUNDATION PLAN.5.3#5 HORIZONTAL BARS ‐ REF: FOUNDATION PLAN.5.4GALVANIZED ANCHOR BOLTS @ 48" O.C. ‐ REF: FOUNDATION PLANS.5.5JOIST HANGER HARDWARE (UTILIZE BACKER BLOCK ON EACH SIDE OF TJI TO ELIMINATE ROTATION IF NEEDED ‐ REVIEW DETAILS WITH TJI SUPPLIER) ‐ REF: FRAMING PLANS /STRUCTURAL.5.6METAL GRATING SYSTEM (H.D. PLASTIC / COMPOSITE ‐ ALTERNATE).WOOD AND PLASTICS‐06 6.13/4" PLYWOOD T&G DECKING.6.21/2" OSB/PLYWOOD SHEATHING OR ZIP SHEATHING SYSTEM (ALTERNATE).6.32x CONTINUOUS BLOCKING.6.4GUTTER BOARD (SMOOTH CEDAR, COMPOSITE, OR ALUMINUM WRAPPED WOOD ‐ REF:SMACNA).6.5WOOD FRAMING ‐ REF: FRAMING PLAN & FLOOR PLANS (WALL TYPES).6.6SMOOTH COMPOSITE SHIP LAP SOFFIT (1/8" REVEAL JOINT BETWEEN EACH PIECE ‐ MITER AT CORNERS).6.7SMOOTH COMPOSITE WALL SYSTEM WITH RAINSCREEN CLIPS ‐ REF: SPECS.6.81/2" CONTINUOUS RAINSCREEN VENT CHANNEL ‐ REF: SPECS.6.91/2" CONTINUOUS SOFFIT VENT CHANNEL ‐ REF: SPECS.6.10ALTERNATE: POLYCARBONATE ROOFING MATERIAL.6.11INSULATED HEADER ‐ REF: SPECS.6.12WEB STIFFENER ‐ FOLLOW TJI MANUFACTURERS INSTALLATION GUIDELINES.6.13LVL OR GLU‐LAM BEAM ‐ REF: FRAMING PLANS / STRUCTURAL.6.142X ROOF PURLINS @ 16" O.C.6.15RIM BOARD ‐ NOTCH TO PROVIDE APPROPRIATE VENTILATION.6.16NON CONTINUOUS 2X BLOCKING.6.172X TRIM ‐ REF: FRAMING DETAILS.6.181X COMPOSITE TRIM OR PAINTED CLEAR CEDAR.6.192X COMPOSITE TRIM OR PAINTED CLEAR CEDAR.6.20TREATED CAP ‐ SLOPE TOP.6.21FASCIA TRIM (SMOOTH COMPOSITE, CEDAR, OR ALUMINUM‐WRAPPED WOOD ‐ PER SMACNA).THERMAL AND MOISTURE PROTECTION‐07 7.1METAL FLASHING.7.2 SPRAY CELLULOSE INSULATION (WALLS: R‐13 / ATTIC FLOORS ‐ VAULTED CEILINGS: R‐45).7.3ALUMINUM DRIP EDGE.7.46" WIDE MINIMUM GRACE VYCOR SEALANT TAPE ALONG SILL LAPPING OVER CONCRETE ‐WEATHER BARRIER TO LAP OVER VYCOR.7.5WEATHER BARRIER ‐ LAP AND TAPE OVER FLASHINGS (POSITIVE DRAINAGE METHOD).7.61" EXTRUDED POLYSTYRENE RIGID INSULATION (TAPED JOINTS).7.7SHINGLED ROOFING OVER 30# LAPPED FELT ‐ REF: ARCHITECT FOR SELECTION.7.8ICE & WATER SHIELD ‐ TURNS UNDER DRIP ONTO GUTTER BOARD LOCATIONS PER ROOF PLAN.7.9ALUMINUM GUTTER + DOWNSPOUT ‐ REF: ROOF PLAN FOR SIZING INFORMATION ‐GUTTER LIP TO BE AT ROOF PITCH PROJECTION AS INDICATED.7.10SEALANT ‐ BACKER ROD + SILL TRIM ‐ COORDINATE W/ FINISH FLOORING.7.11CONTINUOUS RIDGE VENT.7.12FOAM ROLL SILL SEAL.7.13SOUND INSULATION ‐ ALTERNATE.7.14THIN PROFILE ATTIC EAVE BAFFLE.7.15DAMP‐PROOFING / ELASTOMERIC PAINT TO GRADE.7.16CAPILLARY BREAK OVER FOOTING (DAMP‐PROOFING, LOW PERM OR ELASTOMERIC PAINT).7.17FOUNDATION WALL DRAIN SYSTEM ‐ INTEGRATE WITH DRAINAGE TILE.7.18INSULATING DRAINAGE BOARD 7.19UNFACED CAVITY INSULATION, CELLULOSE OR LOW‐DENSITY SPRAY APPLIED FOAM (RIM‐SEALER).7.20GALVANIZED THRU‐WALL FLASHING.7.21DRAINAGE MATERIAL W/ WEEPS @ 16" O.C.7.22CONTINUOUS BEAD OF SEALANT (AIR‐SEALING).7.23METAL ROOFING SYSTEM OVER ICE AND WATER SHIELD.7.24EXTERIOR WALL INSULATION AND FINISH SYSTEM WITH MOISTURE DRAINAGE (ALTERNATE:STUCCO) ‐ REFERENCE STANDARD: STO ENERGY GUARD RAINSCREEN SYSTEM (SAND FINISH).7.25GALVANIZED METAL SILL PAN FLASHING (ALTERNATE: PLASTIC) ‐ WEEP INTO DRAINAGE WALL CAVITY.7.26VYCOR ELASTOMERIC FLASHING ‐ REF: SILL DETAILS.7.27TAPERED INSULATION ‐ REF: ROOF PLAN FOR DRAINAGE GOALS.7.28RUBBER MEMBRANE ROOFING ‐ REF: SPECS.7.29ICE AND WATER SHIELD UNDER TAPERED INSULATION TO LAP OVER VYCOR PARAPET FLASHING. REINFORCE ALL CORNERS AND ENSURE PROPER POSITIVE DRAINAGE AT ALL OVERLAPPING CONDITIONS.7.30PRE‐FINISHED ALUMINUM COPING.7.31METAL ROOFING TRANSITION FLASHING (MATCH ROOF FINISH).7.32PRE‐FINISHED METAL FLUE + CAP.7.33ALUMINUM WINDOW SILL FLASHING TRIM (EXPOSED FACES TO MATCH WINDOW FINISH).7.34METAL WALL PANEL W/ RAIN SCREEN ‐ INTEGRATE WITH WINDOW DETAILS (ALUMINUM STOREFRONT SYSTEM OPTIONAL).7.35ELASTOMERIC SELF‐ADHERED FLASHING ‐ AS APPROVED BY BRICK INSTITUTE OF AMERICA &ARCHITECT.DOORS AND WINDOWS‐08 8.1DOOR‐REF: PLANS/SCHEDULE.8.2WINDOW ‐ REF: PLANS/SCHEDULE.FINISHES‐09 9.1FINISH FLOORING ‐ REF: INTERIORS PACKAGE.9.2GYPSUM DRYWALL‐REF: PLANS/WALL TYPES & SPECIFICATIONS/FINISH PLAN (ALL DRYWALL SMOOTH FINISH U.N.O.).9.3INTERIOR TRIMS ‐ REF: INTERIOR PACKAGE.SPECIALTIES‐10 10.1BRUSHED ALUMINUM ADDRESS NUMERALS ‐ FINAL SELECTION BY ARCHITECT.10.2STEEL OR WOOD CANOPY W/ GLASS OR ACRYLIC ROOF SYSTEM ‐ REF: DETAILS.10.3ALUMINUM SUN‐SHADE ‐ REF: DETAILS.ELECTRICAL‐15 15.1LIGHT FIXTURE ‐ REF: LIGHTING PLAN/SCHEDULE.15.2ELECTRIC METER + CABLE/TELEPHONE INLETS.MECHANICAL‐16 16.1GAS METER LOCATION.16.2A/C CONDENSING UNIT.First Floor (New)100' ‐ 0"Garage Floor (New)98' ‐ 0"Garage Plate Height (New)107' ‐ 2 3/8"Garage Door Head Height 105' ‐ 4"Garage (Work Point)108' ‐ 8 1/8"
GARAGE DOOR R.O. ‐ REF: DOOR SCHEDULE
7' ‐ 4"1' ‐ 10 3/8"
9' ‐ 2 3/8"
11 1/4"1 1/2"
Fi
r
s
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Fl
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r
(N
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w
)
10
0
'
‐
0"
To
p
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Fo
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98
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9 7/
8
"
Ga
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98
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Ga
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10
7
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‐
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Br
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6.1 7.2
6.1
9
7.4
3.7
7.1
7
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7.1
2
6.5
4.4
7.2
0
7.57.6
7.1
8
2.1
8'‐0" PRE‐CUT STUD
9 7/8"8' ‐ 4 1/2"
9' ‐ 2 3/8"
02 A303
Fi
r
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11
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88
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4
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12
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‐
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9 1/4"
3 1/2"
1 1/2"
11 7/8"9' ‐ 1 1/4"1' ‐ 0 5/8"10' ‐ 1 1/8"
5 3/
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6 1/2"6' ‐ 11 3/4"
6.2
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.
5
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BU
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6.1
2
2' ‐ 1"5' ‐ 11"2' ‐ 1 1/8"3' ‐ 1"2' ‐ 11"1' ‐ 1 3/4"1' ‐ 11 1/2"
10'‐0" PRE‐CUT STUD (116‐5/8")
REF: DOOR SCHEDULE FOR R.O.REF: DOOR SCHEDULE FOR R.O.
1' ‐ 0 5/8"10' ‐ 1 1/8"
10'‐0" PRE‐CUT STUD (116‐5/8")
4.4
5"
BOARD FORMED
TOP AREA
DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A3012014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 Sections /Details09/12/14CHECK SET
3/
4
"
= 1'‐0"
0
5
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3
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0
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B
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P
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6
We
s
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G
a
b
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S
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NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).REF: 01/A300 FOR TYPICAL NOTES
RE
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:
01
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A
3
0
0
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10/10/14CHECK SET
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1
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9
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"
6.2
0
7.2
0
7.2
7
7.2
8
7.2
9
7.2
6
4.1
V
.
I
.
F
.
7.2
9
7.2
6
7.3
7.2
1
5.14.1
First Floor (New)100' ‐ 0"First Floor Plate 110' ‐ 1 1/8"Grade 98' ‐ 0"Top of Foundation 98' ‐ 9 7/8"Second Floor (New)111' ‐ 1 3/4"Top of Footing (New)88' ‐ 6 1/4"Second Floor Plate 120' ‐ 2 7/8"
02
A3
0
2
Brick Ledge 98' ‐ 2"Basement Floor 88' ‐ 10 1/4"Connector Plate Height 119' ‐ 2 5/8"
8' ‐ 0 7/8"1' ‐ 0 5/8"10' ‐ 1 1/8"1/4"7 1/4"5"
3.57.18
7.2
2
8.1 5.8
1"
MIN
I
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U
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AIR
SP
A
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E
‐
ALT
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R
N
A
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:
1"
RIG
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7.1
7
8.25.118.27.15.117.265.46.207.29
7.2
7
7.2
8
A.CONFORM ALL CONSTRUCTION TO THE CURRENT BUILDING CODES AS WELL AS LOCAL,COUNTY, AND/OR CITY JURISDICTIONS.B.DIMENSIONS ARE INDICATED FROM FACE OF COLUMN/RAIL AND FACE OF MASONRY UNLESS OTHERWISE INDICATED. FIELD VERIFY EXISTING CONDITIONS.C.TYPICAL WALL SECTION OR ELEVATION INDICATES TYPICAL WALL SECTION NOTES.OTHER SECTIONS INDICATE UNIQUE CONDITIONS ONLY.GENERAL NOTES SITEWORK‐02 2.1GRADE‐SLOPE AWAY FROM STRUCTURE‐REF: SITE PLAN.2.2PEA GRAVEL FILL‐REF: FOUNDATION DRAWINGS.2.3HEAVY DUTY VAPOR BARRIER (6 MIL MINIMUM).2.4GEOTEXTILE FILTER FABRIC.CONCRETE‐03 3.1NEW CONCRETE FOOTING ‐ REF: FOUNDATION PLAN.3.2NEW IMPERVIOUS CONCRETE ‐ REF: PLANS / SPECS.3.3NEW BOARD FORMED CONCRETE RETAINING / FOUNDATION WALL ‐ REF: PLANS. NOTE:ONLY THE EXPOSED PORTIONS OF CONCRETE NEED TO BE BOARD‐FORMED. DESIGN INTENT IS THAT WE SEE 5‐6" EXPOSED AROUND PERIMETER UNDER BRICK/STUCCO AREAS (UNO).3.4PERFORATED 4" PERIMETER DRAINAGE WRAPPED W/ FILTER FABRIC ‐ TIE TOGETHER &ROUTE TO NEW SUMP PIT (VIF)3.5REINFORCED CONCRETE SLAB WITH TURN‐DOWN.3.6EXPANSION MATERIAL.3.7REINFORCED CONCRETE SLAB ‐ REF: FRAMING PLANS.3.8CANT STRIP (PRE‐FAB PIECE OR MORTAR).MASONRY‐04 NOTE: PROVIDE MOCK‐UP OF ALL MASONRY/MORTAR CONDITIONS.4.1BRICK VENEER WALL SYSTEM ‐ TYPICAL BRICK TYPE 1 EXCEPT WHERE NOTED OTHERWISE AS BRICK TYPE 2.4.2MASONRY CONTROL JOINT (3/8" WIDE ‐ SEALANT ‐ REF: ARCHITECT FOR COLOR SELECTION).4.3GALVANIZED ANCHOR ASSEMBLY (BRICK TIE) WITH SELF‐SEALING FASTENER (SPACE 16"O.C. EACH WAY).4.4MASONRY WEEPS @ 16" O.C. ‐ WEEPS SHALL ALWAYS BE ABOVE GRADE (FIELD VERIFY).4.5BRICK BAND ‐ SET BACK 1/4" FROM FACE OF ADJACENT FIELD BRICK.4.61" AIR‐SPACE.METALS‐05 5.1GALVANIZED STEEL ANGLE. PAINT WHERE EXPOSED TO MATCH ADJACENT TRIM COLOR.5.2#4 VERTICAL BARS ‐ REF: FOUNDATION PLAN.5.3#5 HORIZONTAL BARS ‐ REF: FOUNDATION PLAN.5.4GALVANIZED ANCHOR BOLTS @ 48" O.C. ‐ REF: FOUNDATION PLANS.5.5JOIST HANGER HARDWARE (UTILIZE BACKER BLOCK ON EACH SIDE OF TJI TO ELIMINATE ROTATION IF NEEDED ‐ REVIEW DETAILS WITH TJI SUPPLIER) ‐ REF: FRAMING PLANS /STRUCTURAL.5.6METAL GRATING SYSTEM (H.D. PLASTIC / COMPOSITE ‐ ALTERNATE).WOOD AND PLASTICS‐06 6.13/4" PLYWOOD T&G DECKING.6.21/2" OSB/PLYWOOD SHEATHING OR ZIP SHEATHING SYSTEM (ALTERNATE).6.32x CONTINUOUS BLOCKING.6.4GUTTER BOARD (SMOOTH CEDAR, COMPOSITE, OR ALUMINUM WRAPPED WOOD ‐ REF:SMACNA).6.5WOOD FRAMING ‐ REF: FRAMING PLAN & FLOOR PLANS (WALL TYPES).6.6SMOOTH COMPOSITE SHIP LAP SOFFIT (1/8" REVEAL JOINT BETWEEN EACH PIECE ‐ MITER AT CORNERS).6.7SMOOTH COMPOSITE WALL SYSTEM WITH RAINSCREEN CLIPS ‐ REF: SPECS.6.81/2" CONTINUOUS RAINSCREEN VENT CHANNEL ‐ REF: SPECS.6.91/2" CONTINUOUS SOFFIT VENT CHANNEL ‐ REF: SPECS.6.10ALTERNATE: POLYCARBONATE ROOFING MATERIAL.6.11INSULATED HEADER ‐ REF: SPECS.6.12WEB STIFFENER ‐ FOLLOW TJI MANUFACTURERS INSTALLATION GUIDELINES.6.13LVL OR GLU‐LAM BEAM ‐ REF: FRAMING PLANS / STRUCTURAL.6.142X ROOF PURLINS @ 16" O.C.6.15RIM BOARD ‐ NOTCH TO PROVIDE APPROPRIATE VENTILATION.6.16NON CONTINUOUS 2X BLOCKING.6.172X TRIM ‐ REF: FRAMING DETAILS.6.181X COMPOSITE TRIM OR PAINTED CLEAR CEDAR.6.192X COMPOSITE TRIM OR PAINTED CLEAR CEDAR.6.20TREATED CAP ‐ SLOPE TOP.6.21FASCIA TRIM (SMOOTH COMPOSITE, CEDAR, OR ALUMINUM‐WRAPPED WOOD ‐ PER SMACNA).THERMAL AND MOISTURE PROTECTION‐07 7.1METAL FLASHING.7.2 SPRAY CELLULOSE INSULATION (WALLS: R‐13 / ATTIC FLOORS ‐ VAULTED CEILINGS: R‐45).7.3ALUMINUM DRIP EDGE.7.46" WIDE MINIMUM GRACE VYCOR SEALANT TAPE ALONG SILL LAPPING OVER CONCRETE ‐WEATHER BARRIER TO LAP OVER VYCOR.7.5WEATHER BARRIER ‐ LAP AND TAPE OVER FLASHINGS (POSITIVE DRAINAGE METHOD).7.61" EXTRUDED POLYSTYRENE RIGID INSULATION (TAPED JOINTS).7.7SHINGLED ROOFING OVER 30# LAPPED FELT ‐ REF: ARCHITECT FOR SELECTION.7.8ICE & WATER SHIELD ‐ TURNS UNDER DRIP ONTO GUTTER BOARD LOCATIONS PER ROOF PLAN.7.9ALUMINUM GUTTER + DOWNSPOUT ‐ REF: ROOF PLAN FOR SIZING INFORMATION ‐GUTTER LIP TO BE AT ROOF PITCH PROJECTION AS INDICATED.7.10SEALANT ‐ BACKER ROD + SILL TRIM ‐ COORDINATE W/ FINISH FLOORING.7.11CONTINUOUS RIDGE VENT.7.12FOAM ROLL SILL SEAL.7.13SOUND INSULATION ‐ ALTERNATE.7.14THIN PROFILE ATTIC EAVE BAFFLE.7.15DAMP‐PROOFING / ELASTOMERIC PAINT TO GRADE.7.16CAPILLARY BREAK OVER FOOTING (DAMP‐PROOFING, LOW PERM OR ELASTOMERIC PAINT).7.17FOUNDATION WALL DRAIN SYSTEM ‐ INTEGRATE WITH DRAINAGE TILE.7.18INSULATING DRAINAGE BOARD 7.19UNFACED CAVITY INSULATION, CELLULOSE OR LOW‐DENSITY SPRAY APPLIED FOAM (RIM‐SEALER).7.20GALVANIZED THRU‐WALL FLASHING.7.21DRAINAGE MATERIAL W/ WEEPS @ 16" O.C.7.22CONTINUOUS BEAD OF SEALANT (AIR‐SEALING).7.23METAL ROOFING SYSTEM OVER ICE AND WATER SHIELD.7.24EXTERIOR WALL INSULATION AND FINISH SYSTEM WITH MOISTURE DRAINAGE (ALTERNATE:STUCCO) ‐ REFERENCE STANDARD: STO ENERGY GUARD RAINSCREEN SYSTEM (SAND FINISH).7.25GALVANIZED METAL SILL PAN FLASHING (ALTERNATE: PLASTIC) ‐ WEEP INTO DRAINAGE WALL CAVITY.7.26VYCOR ELASTOMERIC FLASHING ‐ REF: SILL DETAILS.7.27TAPERED INSULATION ‐ REF: ROOF PLAN FOR DRAINAGE GOALS.7.28RUBBER MEMBRANE ROOFING ‐ REF: SPECS.7.29ICE AND WATER SHIELD UNDER TAPERED INSULATION TO LAP OVER VYCOR PARAPET FLASHING. REINFORCE ALL CORNERS AND ENSURE PROPER POSITIVE DRAINAGE AT ALL OVERLAPPING CONDITIONS.7.30PRE‐FINISHED ALUMINUM COPING.7.31METAL ROOFING TRANSITION FLASHING (MATCH ROOF FINISH).7.32PRE‐FINISHED METAL FLUE + CAP.7.33ALUMINUM WINDOW SILL FLASHING TRIM (EXPOSED FACES TO MATCH WINDOW FINISH).7.34METAL WALL PANEL W/ RAIN SCREEN ‐ INTEGRATE WITH WINDOW DETAILS (ALUMINUM STOREFRONT SYSTEM OPTIONAL).7.35ELASTOMERIC SELF‐ADHERED FLASHING ‐ AS APPROVED BY BRICK INSTITUTE OF AMERICA &ARCHITECT.DOORS AND WINDOWS‐08 8.1DOOR‐REF: PLANS/SCHEDULE.8.2WINDOW ‐ REF: PLANS/SCHEDULE.FINISHES‐09 9.1FINISH FLOORING ‐ REF: INTERIORS PACKAGE.9.2GYPSUM DRYWALL‐REF: PLANS/WALL TYPES & SPECIFICATIONS/FINISH PLAN (ALL DRYWALL SMOOTH FINISH U.N.O.).9.3INTERIOR TRIMS ‐ REF: INTERIOR PACKAGE.SPECIALTIES‐10 10.1BRUSHED ALUMINUM ADDRESS NUMERALS ‐ FINAL SELECTION BY ARCHITECT.10.2STEEL OR WOOD CANOPY W/ GLASS OR ACRYLIC ROOF SYSTEM ‐ REF: DETAILS.10.3ALUMINUM SUN‐SHADE ‐ REF: DETAILS.ELECTRICAL‐15 15.1LIGHT FIXTURE ‐ REF: LIGHTING PLAN/SCHEDULE.15.2ELECTRIC METER + CABLE/TELEPHONE INLETS.MECHANICAL‐16 16.1GAS METER LOCATION.16.2A/C CONDENSING UNIT.DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A3022014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 Sections /Details09/12/14CHECK SET
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NOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).REF: 01/A300 FOR TYPICAL NOTES
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A.CONFORM ALL CONSTRUCTION TO THE CURRENT BUILDING CODES AS WELL AS LOCAL,COUNTY, AND/OR CITY JURISDICTIONS.B.DIMENSIONS ARE INDICATED FROM FACE OF COLUMN/RAIL AND FACE OF MASONRY UNLESS OTHERWISE INDICATED. FIELD VERIFY EXISTING CONDITIONS.C.TYPICAL WALL SECTION OR ELEVATION INDICATES TYPICAL WALL SECTION NOTES.OTHER SECTIONS INDICATE UNIQUE CONDITIONS ONLY.GENERAL NOTES SITEWORK‐02 2.1GRADE‐SLOPE AWAY FROM STRUCTURE‐REF: SITE PLAN.2.2PEA GRAVEL FILL‐REF: FOUNDATION DRAWINGS.2.3HEAVY DUTY VAPOR BARRIER (6 MIL MINIMUM).2.4GEOTEXTILE FILTER FABRIC.CONCRETE‐03 3.1NEW CONCRETE FOOTING ‐ REF: FOUNDATION PLAN.3.2NEW IMPERVIOUS CONCRETE ‐ REF: PLANS / SPECS.3.3NEW BOARD FORMED CONCRETE RETAINING / FOUNDATION WALL ‐ REF: PLANS. NOTE:ONLY THE EXPOSED PORTIONS OF CONCRETE NEED TO BE BOARD‐FORMED. DESIGN INTENT IS THAT WE SEE 5‐6" EXPOSED AROUND PERIMETER UNDER BRICK/STUCCO AREAS (UNO).3.4PERFORATED 4" PERIMETER DRAINAGE WRAPPED W/ FILTER FABRIC ‐ TIE TOGETHER &ROUTE TO NEW SUMP PIT (VIF)3.5REINFORCED CONCRETE SLAB WITH TURN‐DOWN.3.6EXPANSION MATERIAL.3.7REINFORCED CONCRETE SLAB ‐ REF: FRAMING PLANS.3.8CANT STRIP (PRE‐FAB PIECE OR MORTAR).MASONRY‐04 NOTE: PROVIDE MOCK‐UP OF ALL MASONRY/MORTAR CONDITIONS.4.1BRICK VENEER WALL SYSTEM ‐ TYPICAL BRICK TYPE 1 EXCEPT WHERE NOTED OTHERWISE AS BRICK TYPE 2.4.2MASONRY CONTROL JOINT (3/8" WIDE ‐ SEALANT ‐ REF: ARCHITECT FOR COLOR SELECTION).4.3GALVANIZED ANCHOR ASSEMBLY (BRICK TIE) WITH SELF‐SEALING FASTENER (SPACE 16"O.C. EACH WAY).4.4MASONRY WEEPS @ 16" O.C. ‐ WEEPS SHALL ALWAYS BE ABOVE GRADE (FIELD VERIFY).4.5BRICK BAND ‐ SET BACK 1/4" FROM FACE OF ADJACENT FIELD BRICK.4.61" AIR‐SPACE.METALS‐05 5.1GALVANIZED STEEL ANGLE. PAINT WHERE EXPOSED TO MATCH ADJACENT TRIM COLOR.5.2#4 VERTICAL BARS ‐ REF: FOUNDATION PLAN.5.3#5 HORIZONTAL BARS ‐ REF: FOUNDATION PLAN.5.4GALVANIZED ANCHOR BOLTS @ 48" O.C. ‐ REF: FOUNDATION PLANS.5.5JOIST HANGER HARDWARE (UTILIZE BACKER BLOCK ON EACH SIDE OF TJI TO ELIMINATE ROTATION IF NEEDED ‐ REVIEW DETAILS WITH TJI SUPPLIER) ‐ REF: FRAMING PLANS /STRUCTURAL.5.6METAL GRATING SYSTEM (H.D. PLASTIC / COMPOSITE ‐ ALTERNATE).WOOD AND PLASTICS‐06 6.13/4" PLYWOOD T&G DECKING.6.21/2" OSB/PLYWOOD SHEATHING OR ZIP SHEATHING SYSTEM (ALTERNATE).6.32x CONTINUOUS BLOCKING.6.4GUTTER BOARD (SMOOTH CEDAR, COMPOSITE, OR ALUMINUM WRAPPED WOOD ‐ REF:SMACNA).6.5WOOD FRAMING ‐ REF: FRAMING PLAN & FLOOR PLANS (WALL TYPES).6.6SMOOTH COMPOSITE SHIP LAP SOFFIT (1/8" REVEAL JOINT BETWEEN EACH PIECE ‐ MITER AT CORNERS).6.7SMOOTH COMPOSITE WALL SYSTEM WITH RAINSCREEN CLIPS ‐ REF: SPECS.6.81/2" CONTINUOUS RAINSCREEN VENT CHANNEL ‐ REF: SPECS.6.91/2" CONTINUOUS SOFFIT VENT CHANNEL ‐ REF: SPECS.6.10ALTERNATE: POLYCARBONATE ROOFING MATERIAL.6.11INSULATED HEADER ‐ REF: SPECS.6.12WEB STIFFENER ‐ FOLLOW TJI MANUFACTURERS INSTALLATION GUIDELINES.6.13LVL OR GLU‐LAM BEAM ‐ REF: FRAMING PLANS / STRUCTURAL.6.142X ROOF PURLINS @ 16" O.C.6.15RIM BOARD ‐ NOTCH TO PROVIDE APPROPRIATE VENTILATION.6.16NON CONTINUOUS 2X BLOCKING.6.172X TRIM ‐ REF: FRAMING DETAILS.6.181X COMPOSITE TRIM OR PAINTED CLEAR CEDAR.6.192X COMPOSITE TRIM OR PAINTED CLEAR CEDAR.6.20TREATED CAP ‐ SLOPE TOP.6.21FASCIA TRIM (SMOOTH COMPOSITE, CEDAR, OR ALUMINUM‐WRAPPED WOOD ‐ PER SMACNA).THERMAL AND MOISTURE PROTECTION‐07 7.1METAL FLASHING.7.2 SPRAY CELLULOSE INSULATION (WALLS: R‐13 / ATTIC FLOORS ‐ VAULTED CEILINGS: R‐45).7.3ALUMINUM DRIP EDGE.7.46" WIDE MINIMUM GRACE VYCOR SEALANT TAPE ALONG SILL LAPPING OVER CONCRETE ‐WEATHER BARRIER TO LAP OVER VYCOR.7.5WEATHER BARRIER ‐ LAP AND TAPE OVER FLASHINGS (POSITIVE DRAINAGE METHOD).7.61" EXTRUDED POLYSTYRENE RIGID INSULATION (TAPED JOINTS).7.7SHINGLED ROOFING OVER 30# LAPPED FELT ‐ REF: ARCHITECT FOR SELECTION.7.8ICE & WATER SHIELD ‐ TURNS UNDER DRIP ONTO GUTTER BOARD LOCATIONS PER ROOF PLAN.7.9ALUMINUM GUTTER + DOWNSPOUT ‐ REF: ROOF PLAN FOR SIZING INFORMATION ‐GUTTER LIP TO BE AT ROOF PITCH PROJECTION AS INDICATED.7.10SEALANT ‐ BACKER ROD + SILL TRIM ‐ COORDINATE W/ FINISH FLOORING.7.11CONTINUOUS RIDGE VENT.7.12FOAM ROLL SILL SEAL.7.13SOUND INSULATION ‐ ALTERNATE.7.14THIN PROFILE ATTIC EAVE BAFFLE.7.15DAMP‐PROOFING / ELASTOMERIC PAINT TO GRADE.7.16CAPILLARY BREAK OVER FOOTING (DAMP‐PROOFING, LOW PERM OR ELASTOMERIC PAINT).7.17FOUNDATION WALL DRAIN SYSTEM ‐ INTEGRATE WITH DRAINAGE TILE.7.18INSULATING DRAINAGE BOARD 7.19UNFACED CAVITY INSULATION, CELLULOSE OR LOW‐DENSITY SPRAY APPLIED FOAM (RIM‐SEALER).7.20GALVANIZED THRU‐WALL FLASHING.7.21DRAINAGE MATERIAL W/ WEEPS @ 16" O.C.7.22CONTINUOUS BEAD OF SEALANT (AIR‐SEALING).7.23METAL ROOFING SYSTEM OVER ICE AND WATER SHIELD.7.24EXTERIOR WALL INSULATION AND FINISH SYSTEM WITH MOISTURE DRAINAGE (ALTERNATE:STUCCO) ‐ REFERENCE STANDARD: STO ENERGY GUARD RAINSCREEN SYSTEM (SAND FINISH).7.25GALVANIZED METAL SILL PAN FLASHING (ALTERNATE: PLASTIC) ‐ WEEP INTO DRAINAGE WALL CAVITY.7.26VYCOR ELASTOMERIC FLASHING ‐ REF: SILL DETAILS.7.27TAPERED INSULATION ‐ REF: ROOF PLAN FOR DRAINAGE GOALS.7.28RUBBER MEMBRANE ROOFING ‐ REF: SPECS.7.29ICE AND WATER SHIELD UNDER TAPERED INSULATION TO LAP OVER VYCOR PARAPET FLASHING. REINFORCE ALL CORNERS AND ENSURE PROPER POSITIVE DRAINAGE AT ALL OVERLAPPING CONDITIONS.7.30PRE‐FINISHED ALUMINUM COPING.7.31METAL ROOFING TRANSITION FLASHING (MATCH ROOF FINISH).7.32PRE‐FINISHED METAL FLUE + CAP.7.33ALUMINUM WINDOW SILL FLASHING TRIM (EXPOSED FACES TO MATCH WINDOW FINISH).7.34METAL WALL PANEL W/ RAIN SCREEN ‐ INTEGRATE WITH WINDOW DETAILS (ALUMINUM STOREFRONT SYSTEM OPTIONAL).7.35ELASTOMERIC SELF‐ADHERED FLASHING ‐ AS APPROVED BY BRICK INSTITUTE OF AMERICA &ARCHITECT.DOORS AND WINDOWS‐08 8.1DOOR‐REF: PLANS/SCHEDULE.8.2WINDOW ‐ REF: PLANS/SCHEDULE.FINISHES‐09 9.1FINISH FLOORING ‐ REF: INTERIORS PACKAGE.9.2GYPSUM DRYWALL‐REF: PLANS/WALL TYPES & SPECIFICATIONS/FINISH PLAN (ALL DRYWALL SMOOTH FINISH U.N.O.).9.3INTERIOR TRIMS ‐ REF: INTERIOR PACKAGE.SPECIALTIES‐10 10.1BRUSHED ALUMINUM ADDRESS NUMERALS ‐ FINAL SELECTION BY ARCHITECT.10.2STEEL OR WOOD CANOPY W/ GLASS OR ACRYLIC ROOF SYSTEM ‐ REF: DETAILS.10.3ALUMINUM SUN‐SHADE ‐ REF: DETAILS.ELECTRICAL‐15 15.1LIGHT FIXTURE ‐ REF: LIGHTING PLAN/SCHEDULE.15.2ELECTRIC METER + CABLE/TELEPHONE INLETS.MECHANICAL‐16 16.1GAS METER LOCATION.16.2A/C CONDENSING UNIT.
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First Floor (New)100' ‐ 0"First Floor Plate 110' ‐ 1 1/8"Grade 98' ‐ 0"Top of Foundation 98' ‐ 9 7/8"Second Floor (New)111' ‐ 1 3/4"Top of Footing (New)88' ‐ 6 1/4"Second Floor Plate 120' ‐ 2 7/8"Main Gable (Work Point)121' ‐ 0"Basement Floor 88' ‐ 10 1/4"
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DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A3032014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 Section /Details09/12/14CHECK SET
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2 (W
.
I
.
C
.
)
3'‐0"
7
'
‐0"
1
‐3/4
"
‐‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
SW
I
N
G
‐‐‐‐‐‐‐‐REF: INTERIORS PACKAGE
21
0
C
B
E
D
R
O
O
M
2 (B
A
T
H
)
3'‐0"
7
'
‐0"
1
‐3/4
"
‐‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
SW
I
N
G
‐‐‐‐‐‐‐‐REF: INTERIORS PACKAGE
21
3
a
B
E
D
R
O
O
M
33'‐0"
7
'
‐0"
1
‐3/4
"
‐‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
SW
I
N
G
‐‐‐‐‐‐‐‐REF: INTERIORS PACKAGE
21
3
B
B
E
D
R
O
O
M
3 (W
.
I
.
C
.
)
3'‐0"
7
'
‐0"
1
‐3/4
"
‐‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
SW
I
N
G
‐‐‐‐‐‐‐‐REF: INTERIORS PACKAGE
21
3
C
B
E
D
R
O
O
M
3 (B
A
T
H
)
3'‐0"
7
'
‐0"
1
‐3/4
"
‐‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
‐
SW
I
N
G
‐‐‐‐‐‐‐‐REF: INTERIORS PACKAGE
WI
N
D
O
W
SC
H
E
D
U
L
E
MA
R
K
RO
O
M
NA
M
E
00
1
a
F
U
T
U
R
E
BE
D
R
O
O
M
INTERIOR TO BE DESIGNED ‐ REF: INTERIOR PACKAGE
6'‐4"
4
'
‐11
"
WID
T
H
H
E
I
G
H
T
BA
S
E
M
E
N
T
R.O
.
WID
T
H
R.O
.
HE
I
G
H
T
SIL
L
HE
I
G
H
T
HE
A
D
HE
I
G
H
T
LE
V
E
L
R
E
F
:
DW
G
H
A
N
D
F
I
N
I
S
H
G
L
A
S
S
O
P
E
R
A
T
I
O
N
D
T
L
.
HEADDTL. JAMBDTL. SILLCOMMENTS
6'‐8"
5
'
‐3"
3
'
‐1"
7
'
‐0"
B
A
S
E
M
E
N
T
0
1
/
A
2
0
0
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
6
‐A06‐B06‐C(1) 29X59 CASEMENT + (1) 47X59 FIXED
00
2
a
R
E
C
R
E
A
T
I
O
N
RO
O
M
8'‐9"
4
'
‐11
"
9
'
‐1"
5
'
‐3"
3
'
‐1"
7
'
‐0"
B
A
S
E
M
E
N
T
0
2
/
A
2
0
0
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
6
‐A06‐B06‐C(3) 35X59 CASEMENT / FIXED / CASEMENT
FIR
S
T
FL
OO
R
10
0
a
E
N
T
R
Y
(2
‐
SE
T
S
)
8'‐1"
1
0
'
‐0"
8
'
‐3"
1
0
'
‐2"
0
'
‐0"
1
0
'
‐0"
F
I
R
S
T
0
1
/
A
2
0
0
‐‐
AL
G
L
‐4FIXE
D
‐‐‐‐‐‐(2) 23X96 SIDE. + (2) 23X23 FIXED + (1) 48X23 TRANS.
10
1
a
D
I
N
I
N
G
9'‐1"
5
'
‐11
"
9
'
‐3"
6
'
‐1"
2
'
‐1"
8
'
‐0"
F
I
R
S
T
0
1
/
A
2
0
0
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
1
‐A (SIM)01‐B (SIM)01‐C (SIM)(1) 35X71 CASE + (1) 74X71 FIXED
SE
C
O
N
D
FLO
O
R
00
3
a
F
A
M
I
L
Y
RO
O
M
12
'
‐0"
8
'
‐0"
1
2
'
‐4"
8
'
‐2"
0'‐0"
8
'
‐0"
B
A
S
E
M
E
N
T
0
2
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
6
‐A06‐B06‐C29X59 C + 29X37 F + 59X37 F + 59X59 F + DOOR 003a
10
1
b
D
I
N
I
N
G
12
'
‐0"
7
'
‐4"
1
2
'
‐2"
7
'
‐8"
0
'
‐8"
8
'
‐0"
F
I
R
S
T
0
1
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
4
‐A04‐B04‐CREF: ARCHITECT / ELEVATIONS
10
1
c
D
I
N
I
N
G
3'‐5"
7
'
‐4"
3
'
‐7"
7
'
‐8"
0
'
‐8"
8
'
‐0"
F
I
R
S
T
0
1
/
A
2
0
1
‐‐
AL
C
G
L
‐4FIXE
D
0
4
‐A04‐B04‐CALTERNATE ‐ CASEMENT
10
2
a
B
E
D
R
O
O
M
16'‐7"
3
'
‐11
"
6
'
‐9"
4
'
‐1"
3
'
‐1"
7
'
‐0"
F
I
R
S
T
0
1
/
A
2
0
0
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
4
‐A04‐B / 03‐B03‐C(1) 29X47 CASE + (1) 47X47 FIXED + MULL STRIP
10
2
b
B
E
D
R
O
O
M
1 (B
A
T
H
R
O
O
M
)
2'‐5"
3
'
‐11
"
2
'
‐7"
4
'
‐1"
3
'
‐1"
7
'
‐0"
F
I
R
S
T
0
1
/
A
2
0
0
‐‐
AL
C
G
L
‐4CASE
0
4
‐A04‐B / 03‐B03‐C‐‐
10
2
c
B
E
D
R
O
O
M
1 (B
A
T
H
R
O
O
M
)
2'‐11
"
4
'
‐11
"
3
'
‐1"
5
'
‐1"
3'‐1"
8
'
‐0"
F
I
R
S
T
0
2
/
A
2
0
0
‐‐
AL
C
G
L
‐4CASE
0
1
‐A01‐B01‐C‐‐
10
3
b
O
F
F
I
C
E
2'‐11
"
4
'
‐11
"
3
'
‐1"
5
'
‐1"
3
'
‐1"
8
'
‐0"
F
I
R
S
T
0
2
/
A
2
0
0
‐‐
AL
C
G
L
‐4CASE
0
1
‐A01‐B01‐C‐‐
10
3
a
O
F
F
I
C
E
12
'
‐4"
7
'
‐4"
1
2
'
‐6"
7
'
‐6"
0
'
‐8"
8
'
‐0"
F
I
R
S
T
0
1
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
5
‐A01‐B / 04‐B05‐CREF: ARCHITECT / ELEVATIONS
10
4
a
P
O
W
D
E
R
2'‐11
"
6
'
‐11
"
3
'
‐1"
7
'
‐1"
0
'
‐1"
7
'
‐0"
F
I
R
S
T
0
1
/
A
2
0
0
‐‐
AL
C
G
L
‐4AW
/ FIX
E
D
0
1
‐A01‐B01‐C(1) 29X35 AWNING + (1) 29X53 FIXED
10
7
a
G
A
R
A
G
E
1'‐11
"
2
'
‐11
"
2
'
‐1"
3
'
‐1"
4
'
‐6"
7
'
‐5"
G
‐SL
A
B
0
2
/
A
2
0
0
‐‐
AL
C
G
L
‐4CASE
0
1
‐A01‐B01‐C‐‐
10
7
b
G
A
R
A
G
E
7'‐3"
4
'
‐5"
7
'
‐5"
4
'
‐7"
3
'
‐0"
7
'
‐5"
G
‐SL
A
B
0
1
/
A
2
0
0
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
1
‐A01‐B01‐C(2) 29X53 CASEMENT + (1) 29X53 FIXED MIDDLE
10
7
c
G
A
R
A
G
E
8'‐0"
4
'
‐5"
8
'
‐2"
4
'
‐7"
3
'
‐0"
7
'
‐5"
G
‐SL
A
B
02
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
1
‐A01‐B01‐C(1) 29X53 CASEMENT + (1) 67X53 FIXED
10
7
d
G
A
R
A
G
E
8'‐0"
2
'
‐11
"
8
'
‐2"
3
'
‐1"
4
'
‐8"
7
'
‐5"
G
‐SL
A
B
0
1
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
1
‐A01‐B01‐C(1) 29X35 CASEMENT + (1) 67X35 FIXED
10
9
a
F
A
M
I
L
Y
12
'
‐0"
7
'
‐4"
1
2
'
‐2"
8
'
‐0"
0
'
‐8"
8
'
‐0"
F
I
R
S
T
0
2
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
1
‐A01‐B01‐CREF: ARCHITECT / ELEVATIONS
11
0
a
KIT
C
H
E
N
6'‐4"
4
'
‐10
"
6
'
‐6"
5
'
‐0"
3
'
‐2"
8
'
‐0"
F
I
R
S
T
0
2
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
3
‐A03‐B03‐C(1) 29X41 FIXED + (1) 29X17 AW + 47X58 FIXED
11
0
b
K
I
T
C
H
E
N
6'‐4"
4
'
‐10
"
6
'
‐6"
5
'
‐0"
3
'
‐2"
8
'
‐0"
F
I
R
S
T
0
2
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
3
‐A03‐B03‐C(1) 29X41 FIXED + (1) 29X17 AW + 47X58 FIXED
11
1
a
L
I
V
I
N
G
12
'
‐0"
7
'
‐4"
1
2
'
‐2"
8
'
‐0"
0
'
‐8"
8
'
‐0"
FIR
S
T
0
2
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
1
‐A01‐B01‐CREF: ARCHITECT / ELEVATIONS
11
1
b
L
I
V
I
N
G
7'‐0"
7
'
‐11
"
7
'
‐2"
8
'
‐2"
0
'
‐1"
8
'
‐0"
F
I
R
S
T
0
1
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
1
‐A01‐B01‐CREF: ARCHITECT / ELEVATIONS
11
1
c
L
I
V
I
N
G
7'‐0"
7
'
‐11
"
7
'
‐2"
8
'
‐2"
0
'
‐1"
8
'
‐0"
F
I
R
S
T
0
1
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
1
‐A01‐B01‐CREF: ARCHITECT / ELEVATIONS
20
0
a
E
N
T
R
Y
(2
‐
SE
T
S
)
8'‐1"
6
'
‐4"
8
'
‐3"
6
'
‐6"
0
'
‐8"
7'‐0"
S
E
C
O
N
D
0
1
/
A
2
0
0
‐‐
AL
G
L
‐4CAS
E
/ FIX
E
D
‐‐‐‐‐‐REF: ARCHITECT / ELEVATIONS
20
1
a
L
A
U
N
D
R
Y
/ OF
F
I
C
E
6'‐4"
3
'
‐11
"
6
'
‐6"
4
'
‐1"
3
'
‐1"
7
'
‐0"
S
E
C
O
N
D
0
2
/
A
2
0
2
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
(1) 29X47 CASE + (1) 47X47 FIXED
20
1
b
L
A
U
N
D
R
Y
/ OF
F
I
C
E
7'‐0"
5
'
‐11
"
7
'
‐2"
6
'
‐1"
2
'
‐9"
8
'
‐8"
S
E
C
O
N
D
0
1
/
A
2
0
0
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
(1) 35X29 CASE + (1) 35X41 CASE + (1) 47X71 + MULL
20
1
c
LA
U
N
D
R
Y
/ OF
F
I
C
E
5'‐10
"
2
'
‐11
"
6
'
‐0"
3
'
‐1"
4
'
‐1"
7
'
‐0"
S
E
C
O
N
D
0
2
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
(1) 29X35 CASE + (1) 41X35 FIXED
20
3
a
M
A
S
T
E
R
(W
.
I
.
C
.
)
8'‐0"
3
'
‐11
"
8
'
‐2"
4
'
‐1"
3
'
‐1"
7
'
‐0"
S
E
C
O
N
D
0
2
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
(1) 29X47 CASE + (1) 65X47 FIXED + MULL
20
4
a
M
A
S
T
E
R
(H
A
L
L
)
8'‐0"
3
'
‐11
"
8
'
‐2"
4
'
‐1"
3
'
‐1"
7
'
‐0"
S
E
C
O
N
D
0
2
/
A
2
0
2
‐‐
AL
C
G
L
‐4CAS
E
/ FIXE
D
(1) 29X47 CASE + (1) 65X47 FIXED + MULL
20
4
b
M
A
S
T
E
R
(H
A
L
L
)
8'‐0"
3
'
‐11
"
8
'
‐2"
4
'
‐1"
3
'
‐1"
7
'
‐0"
S
E
C
O
N
D
0
2
/
A
2
0
2
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
(1) 29X47 CASE + (1) 65X47 FIXED + MULL
20
5
a
M
A
S
T
E
R
(S
P
A
)
8'‐0"
3
'
‐11
"
8
'
‐2"
4
'
‐1"
3
'
‐1"
7
'
‐0"
S
E
C
O
N
D
0
2
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
(1) 29X47 CASE + (1) 65X47 FIXED + MULL
20
6
a
M
A
S
T
E
R
BE
D
R
O
O
M
8'‐0"
3
'
‐11
"
8'‐2"
4
'
‐1"
3
'
‐1"
7
'
‐0"
S
E
C
O
N
D
0
2
/
A
2
0
0
‐‐
AL
C
G
L
‐4FIXE
D
(1) 29X47 SOLID + (1) 65X47 FIXED + MULL
20
7
a
M
A
S
T
E
R
(S
I
T
T
I
N
G
RO
O
M
)
10
'
‐9"
3
'
‐11
"
1
0
'
‐11
"
4
'
‐1"
3
'
‐1"
7
'
‐0"
S
E
C
O
N
D
0
2
/
A
2
0
0
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
1
‐A01‐B01‐C(1) 29X47 CASE + (1) 65X47 FIXED + (1) 35X47 CASE
20
7
b
M
A
S
T
E
R
(S
I
T
T
I
N
G
RO
O
M
)
7'‐0"
6
'
‐8"
7
'
‐2"
6
'
‐10
"
2
'
‐0"
8
'
‐8"
S
E
C
O
N
D
0
1
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIXE
D
0
1
‐A01‐B01‐C(2) 41X21 A + (1) 41X59 F + (1) 41X41 F + (1) 41X17 A01‐A01‐B01‐C01‐A01‐B01‐C01‐A01‐B01‐C01‐A01‐B01‐C01‐A01‐B01‐C01‐A01‐B01‐C01‐A01‐B01‐C01‐A01‐B01‐C
20
7
c
M
A
S
T
E
R
(S
I
T
T
I
N
G
RO
O
M
)
7'‐0"
6
'
‐8"
7'‐2"
6
'
‐10
"
2
'
‐0"
8
'
‐8"
S
E
C
O
N
D
0
1
/
A
2
0
1
‐‐
AL
C
G
L
‐4CAS
E
/ FIX
E
D
0
1
‐A01‐B01‐C(2) 41X21 A + (1) 41X59 F + (1) 41X41 F + (1) 41X17 A
20
7
d
M
A
S
T
E
R
(S
I
T
T
I
N
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RO
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)
10
'
‐9"
3
'
‐11
"
1
0
'
‐11
"
4
'
‐1"
3
'
‐1"
7
'
‐0"
S
E
C
O
N
D
0
2
/
A
2
0
1
‐‐
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‐4CAS
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D
0
1
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20
8
a
W
I
N
D
O
W
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10
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2
'
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1
0
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3
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3
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6
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S
E
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0
2
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A
2
0
0
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0
1
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20
9
a
L
O
F
T
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AR
E
A
6'‐7"
3
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6
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4
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3
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7
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‐0"
S
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0
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‐‐
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0
4
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20
9
b
L
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2'‐5"
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2
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4
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7
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S
E
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0
1
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A
2
0
0
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0
4
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20
9
c
L
O
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AR
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A
2'‐11
"
3
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3
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3
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3
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7
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S
E
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0
2
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A
2
0
0
‐‐
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0
1
‐A01‐B01‐C‐‐
21
0
a
B
E
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M
26'‐4"
3
'
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6
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4
'
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3
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‐1"
7
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‐0"
S
E
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0
1
/
A
2
0
1
‐‐
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0
3
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21
1
a
B
E
D
R
O
O
M
2 (B
AT
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4'‐10
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3
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5
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4
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3
'
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7
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‐0"
S
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A
2
0
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‐‐
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0
3
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21
2
a
B
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D
R
O
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3 (B
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T
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4'‐10
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3
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5
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4
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7
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S
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3
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21
3
a
B
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36'‐4"
3
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6
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4
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3
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7
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S
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21
3
b
B
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32'‐11
"
3
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3
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3
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7
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S
E
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0
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A
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0
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AL
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0
1
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21
3
c
B
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32'‐11
"
8
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3
'
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8
'
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"
3
'
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1
2
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S
E
C
O
N
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0
2
/
A
2
0
0
‐‐
AL
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0
1
‐A01‐B01‐C‐‐DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A6002014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 OpeningSchedule09/12/14CHECK SET
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MATERIALS:ALALUMINUM ALCALUMINUM CLAD WOOD GL‐1GLASS (CLEAR)GL‐2GLASS(FROSTED / PRIVACY)GL‐3GLASS BLOCK GL‐4CLEAR / INSULATED WD‐1PAINTED POPLAR (MDF)WD‐2STAINED WOOD (MATCH EXISTING)GYPGYPSUM DRYWALLGENERAL NOTESOPEN SCHEDULE KEY:A.LOCKSETS TO BE MASTER KEYED AT DIRECTION OF OWNER.B.PROVIDE INTERCHANGEABLE LOCKSETS.C.FOR ALL FINISHES OF DOORS, FRAMES, TRIMS, AND HARDWARE NOT NOTED, REFER TO ARCHITECT.D.GLASS TO BE TEMPERED WHERE REQUIRED BY CODE OR AS NOTED.E.REFER TO SPECIFICATIONS FOR MORE INFORMATION.F.ARCHITECT TO REVIEW WINDOW / DOOR ORDER / SPEC SHEET PRIOR TO PRICING ORDER OR APPROVING.G.FOR OPENINGS AT FRONT ENTRY & TRANSOMS ABOVE, REFER TO EXTERIOR ELEVATIONS & SECTIONS FOR SIZES.H.CALL ARCHITECT WITH QUESTIONS ABOUT DOORS / WINDOWS /HARDWARE & ANY NEED FOR SUPPLEMENTAL DETAILS.HARDWARE:HINGES:H1BUTT HINGES, 1‐1/2 PAIR, HEAVY DUTY BALL BEARING, SQUARE CORNER (BRUSHED STAINLESS STEEL FINISH) ‐ EXTERIOR.LATCHES:L1ENTRY LOCKSET ‐ LEVER + FINISH TBD CONTROL:C1FLOOR STOP ‐ TBD SEAL:S1WEATHER SEALS S2SOUND SWEEP (ALL SIDES OF DOOR)PROTECTION:NONE SPECIFIED REMARKS:R1NOT USED DRAWN BY:CHECKED BY:MARK:CERTIFICATION SHEET NUMBER:PROJECT NUMBER:SHEET TITLE:PROJECT NAME:CONSULTANTS:DATE:DESCRIPTION:
Copyright HAUS Architecture LLC, 2014; Scope Documents Per Sheet A000
CHECK SET (SHELL)FILE NAME:COPYRIGHT:HAUS ‐ 2014DSMCAS A6012014_21PRIVATERESIDENCE2390 Treesdale Circle. Carmel, Indiana 46032 Door /WindowDetails09/12/14CHECK SET
1 1/
2
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10/10/14CHECK SETNOTE: INTERIORS PACKAGE TO FOLLOW (REF: ARCHITECT).