HomeMy WebLinkAboutOctober 26, 2015 PacketSQUARE FOOTAGE 1ST FLOOR:2ND FLOOR:S.F FINISHED BASEMENT:GARAGE:S.F S.F S.FGROSSS.FS.F S.F S.FNETUNFINISHED BASEMENT:S.FS.F : Gross square footage is primarily used for zoning and appraisals. Net square footage is gross square footage minus two-story volume.2,215 2,214 1376 7622,215 2,149 1,376 76218541854
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DOORS : (Unless otherwise noted on plans)1.Frame all interior 6'-8" Non Load-Bearing Door and Bi-Pass Door Header Heights at 83 1/4" off subfloor at hardwood, ceramic and carpet materials.A.Frame all interior 6'-8" Non Load-Bearing Door and Bi-Pass Door Header Heights at 82 3/4" off subfloor at vinyl materials.B.Frame all interior 6'-8" Load-Bearing Door Header Heights at 82 3/4" off subfloor at all floor materials.C.Frame all interior 8'-0" Non Load-Bearing Door and Bi-Pass Door Header Heights at 99 1/4" off subfloor at hardwood, ceramic and carpet materials.D.Frame all interior 8'-0" Non Load-Bearing Door and Bi-Pass Door Header Heights at 98 3/4" off subfloor at vinyl materials.E.Frame all interior 8'-0" Load-Bearing Door Header Heights at 98 3/4" off subfloor at all floor materials.F.: (Unless otherwise noted on plans)2.WINDOWS : (Unless otherwise noted on plans)1.Rough Openings are noted on the exterior Elevations and Floor Plans as the window description.:- a window described as a 3056 has a rough opening of 3'-0" x 5'-6"- a window described as a 4440 has a rough opening of 4'-4" x 4'-0"A.Frame all Window Header Heights at 81 1/4" off subfloor at all floor materials for 8'-1" wall height. (Unless otherwise noted on plans)B.: 4050, 4440, 5040, 6040 slider windows and larger, 3052, 3056, 3450 single hung windows and larger meet egress requirements.2.All specialty window rough openings will be noted on the Architectural Floor Plans.C.AIR INFILTRATION NOTES Contractor shall install poly sill sealer between all sill plates and top of foundation wall of all living areas.1.Contractors shall glue and seal plates at floor, window, and door perimeter/door thresholds during construction.2.All sheathing penetrations during construction shall be patched and repaired according to manufacturer's specifications.3.SHEET INDEX
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o
n
s
:
19
.
Wo
o
d
b
u
r
n
i
n
g
f
i
r
e
p
l
a
c
e
c
h
i
m
n
e
y
s
s
h
a
l
l
e
x
t
e
n
d
a
t
l
e
a
st
t
w
o
f
e
e
t
h
i
g
h
e
r
t
h
a
n
a
n
y
p
o
r
t
i
o
n
o
f
t
h
e
b
u
i
l
d
i
n
g
w
i
t
h
i
n
t
e
n
f
e
e
t
,
b
u
t
s
h
a
l
l
n
o
t
b
e
l
e
s
s
th
a
n
t
h
r
e
e
f
e
e
t
a
b
o
v
e
t
h
e
p
o
i
n
t
w
h
e
r
e
t
h
e
c
h
i
m
n
e
y
p
as
s
e
s
t
h
r
o
u
g
h
t
h
e
r
o
o
f
.
10
.
Th
e
g
a
r
a
g
e
s
h
a
l
l
b
e
s
e
p
a
r
a
t
e
d
f
r
o
m
t
h
e
r
e
s
i
d
e
n
c
e
a
n
d
i
t
s
a
t
t
i
c
a
r
e
a
b
y
n
o
t
l
e
s
s
t
h
a
n
1
/
2
-
i
n
c
h
g
y
p
s
u
m
b
oa
r
d
a
p
p
l
i
e
d
t
o
t
h
e
g
a
r
a
g
e
s
i
d
e
.
Ga
r
a
g
e
s
b
e
n
e
a
t
h
h
a
b
i
t
a
b
l
e
r
o
o
m
s
s
h
a
l
l
b
e
s
e
p
a
r
a
t
e
d
fr
o
m
a
l
l
h
a
b
i
t
a
b
l
e
r
o
o
m
s
a
b
o
v
e
b
y
n
o
t
l
e
s
s
t
h
a
n
5
/
8
-i
n
c
h
T
y
p
e
X
g
y
p
s
u
m
b
o
a
r
d
o
r
eq
u
i
v
a
l
e
n
t
.
W
h
e
r
e
t
h
e
s
e
p
a
r
a
t
i
o
n
i
s
a
f
l
o
o
r
-
c
e
i
l
i
n
g
a
s
s
e
m
b
l
y
,
t
h
e
s
t
r
u
c
t
u
r
e
s
u
p
p
o
r
t
i
n
g
t
h
e
s
e
p
a
r
a
t
i
o
n
sh
a
l
l
a
l
s
o
b
e
p
r
o
t
e
c
t
e
d
b
y
n
o
t
l
e
s
s
t
h
a
n
1/
2
-
i
n
c
h
g
y
p
s
u
m
b
o
a
r
d
o
r
e
q
u
i
v
a
l
e
n
t
.
-
R
e
f
e
r
t
o
F
l
o
o
r
P
l
a
n
s
f
o
r
s
p
e
c
i
f
i
c
i
n
f
o
r
m
a
t
i
o
n
.
11
.
Ma
i
n
t
a
i
n
2
"
c
l
e
a
r
a
n
c
e
b
e
t
w
e
e
n
c
h
i
m
n
e
y
a
n
d
c
o
m
b
u
s
t
i
b
le
s
.
F
i
r
e
b
l
o
c
k
i
n
g
m
u
s
t
b
e
d
o
n
e
a
t
a
l
l
f
l
o
o
r
a
n
d
c
e
il
i
n
g
l
i
n
e
s
w
i
t
h
a
p
p
r
o
v
e
d
no
n
-
c
o
m
b
u
s
t
i
b
l
e
m
a
t
e
r
i
a
l
.
12
.
Fi
r
e
b
l
o
c
k
i
n
g
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
t
o
c
u
t
o
f
f
a
l
l
c
o
n
c
ea
l
e
d
d
r
a
f
t
o
p
e
n
i
n
g
s
(
b
o
t
h
v
e
r
t
i
c
a
l
a
n
d
h
o
r
i
z
o
n
t
a
l
)
a
n
d
t
o
f
o
r
m
a
n
e
f
f
e
c
t
i
v
e
f
i
r
e
b
a
r
r
i
e
r
be
t
w
e
e
n
s
t
o
r
i
e
s
,
a
n
d
b
e
t
w
e
e
n
a
t
o
p
s
t
o
r
y
a
n
d
t
h
e
r
o
of
s
p
a
c
e
.
F
i
r
e
b
l
o
c
k
i
n
g
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
i
n
w
o
o
d
-
f
ra
m
e
c
o
n
s
t
r
u
c
t
i
o
n
i
n
t
h
e
f
o
l
l
o
w
i
n
g
lo
c
a
t
i
o
n
s
:
13
.
In
c
o
n
c
e
a
l
e
d
s
p
a
c
e
s
o
f
s
t
u
d
w
a
l
l
s
a
n
d
p
a
r
t
i
t
i
o
n
s
,
i
nc
l
u
d
i
n
g
f
u
r
r
e
d
s
p
a
c
e
s
a
n
d
p
a
r
a
l
l
e
l
r
o
w
s
o
f
s
t
u
d
s
o
r
s
t
a
g
g
e
r
e
d
s
t
u
d
s
;
a
s
f
o
l
l
o
w
s
:
1.
Ve
r
t
i
c
a
l
l
y
a
t
t
h
e
c
e
i
l
i
n
g
a
n
d
f
l
o
o
r
l
e
v
e
l
s
.
1.
1
Ho
r
i
z
o
n
t
a
l
l
y
a
t
i
n
t
e
r
v
a
l
s
n
o
t
e
x
c
e
e
d
i
n
g
1
0
f
e
e
t
.
1.
2
At
a
l
l
i
n
t
e
r
c
o
n
n
e
c
t
i
o
n
s
b
e
t
w
e
e
n
c
o
n
c
e
a
l
e
d
v
e
r
t
i
c
a
l
an
d
h
o
r
i
z
o
n
t
a
l
s
p
a
c
e
s
s
u
c
h
a
s
o
c
c
u
r
a
t
s
o
f
f
i
t
s
,
d
r
o
p
c
e
i
l
i
n
g
s
a
n
d
c
o
v
e
c
e
i
l
i
n
g
s
.
2.
In
c
o
n
c
e
a
l
e
d
s
p
a
c
e
s
b
e
t
w
e
e
n
s
t
a
i
r
s
t
r
i
n
g
e
r
s
a
t
t
h
e
to
p
a
n
d
b
o
t
t
o
m
o
f
t
h
e
r
u
n
.
E
n
c
l
o
s
e
d
a
c
c
e
s
s
i
b
l
e
s
p
a
c
e
u
n
d
e
r
s
t
a
i
r
s
s
h
a
l
l
h
a
v
e
w
a
l
l
s
,
un
d
e
r
s
t
a
i
r
s
u
r
f
a
c
e
a
n
d
a
n
y
s
o
f
f
i
t
s
p
r
o
t
e
c
t
e
d
o
n
t
h
e
e
n
c
l
o
s
e
d
s
i
d
e
w
i
t
h
1
/
2
-
i
n
c
h
g
y
p
s
u
m
b
o
a
r
d
.
3.
At
o
p
e
n
i
n
g
s
a
r
o
u
n
d
v
e
n
t
s
,
p
i
p
e
s
,
d
u
c
t
s
,
c
a
b
l
e
s
a
n
d
wi
r
e
s
a
t
c
e
i
l
i
n
g
a
n
d
f
l
o
o
r
l
e
v
e
l
,
w
i
t
h
a
n
a
p
p
r
o
v
e
d
ma
t
e
r
i
a
l
t
o
r
e
s
i
s
t
t
h
e
f
r
e
e
p
a
s
s
a
g
e
o
f
fl
a
m
e
a
n
d
p
r
o
d
u
c
t
s
o
f
c
o
m
b
u
s
t
i
o
n
.
4.
Ch
i
m
n
e
y
s
a
n
d
f
i
r
e
p
l
a
c
e
s
.
5.Op
e
n
i
n
g
s
b
e
t
w
e
e
n
g
a
r
a
g
e
a
n
d
r
e
s
i
d
e
n
c
e
s
h
a
l
l
b
e
e
q
u
i
pp
e
d
w
i
t
h
2
0
m
i
n
u
t
e
f
i
r
e
r
a
t
e
d
i
n
s
u
l
a
t
e
d
h
o
l
l
o
w
m
e
t
al
d
o
o
r
s
,
2
'
-
6
"
m
i
n
d
o
o
r
w
i
d
t
h
.
14
.
Pr
e
f
a
b
r
i
c
a
t
e
d
F
i
r
e
p
l
a
c
e
s
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
a
c
c
o
r
d
i
ng
t
o
t
h
e
m
a
n
u
f
a
c
t
u
r
e
r
'
s
s
p
e
c
i
f
i
c
a
t
i
o
n
s
.
15
.
Al
u
m
i
n
u
m
g
u
t
t
e
r
s
a
n
d
d
o
w
n
s
p
o
u
t
s
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
a
s
r
e
q
u
i
r
e
d
t
o
p
r
o
v
i
d
e
w
a
t
e
r
f
l
o
w
a
w
a
y
f
r
o
m
i
m
m
e
d
i
a
t
e
b
u
i
l
d
i
n
g
p
e
r
i
m
e
t
e
r
.
F
o
r
o
p
e
n
va
l
l
e
y
l
i
n
e
d
w
i
t
h
m
e
t
a
l
,
t
h
e
v
a
l
l
e
y
l
i
n
i
n
g
s
h
a
l
l
b
e
a
t
l
e
a
s
t
2
4
-
i
n
c
h
e
s
w
i
d
e
.
16
.
Pr
o
v
i
d
e
a
n
a
t
t
i
c
a
c
c
e
s
s
f
r
a
m
e
d
o
p
e
n
i
n
g
o
f
2
2
"
x
3
0
"
m
i
n
i
m
u
m
t
o
a
n
y
a
t
t
i
c
s
p
a
c
e
w
i
t
h
a
3
0
"
m
i
n
i
m
u
m
c
l
e
a
r
h
e
i
g
h
t
a
n
d
t
o
a
t
t
i
c
s
g
r
e
a
t
e
r
t
h
a
n
3
0
sq
u
a
r
e
f
e
e
t
.
17
.
1.
Co
n
c
r
e
t
e
w
o
r
k
s
h
a
l
l
h
a
v
e
t
h
e
f
o
l
l
o
w
i
n
g
s
p
e
c
i
f
i
e
d
c
o
mp
r
e
s
s
i
v
e
s
t
r
e
n
g
t
h
a
t
2
8
d
a
y
s
P
S
I
.
2.
Al
l
c
o
n
c
r
e
t
e
f
o
o
t
i
n
g
a
n
d
c
o
l
u
m
n
p
a
d
s
:
A.
Ba
s
e
m
e
n
t
s
l
a
b
s
a
n
d
i
n
t
e
r
i
o
r
s
l
a
b
s
o
n
g
r
a
d
e
,
e
x
c
e
p
t
ga
r
a
g
e
s
l
a
b
s
:
B.
Al
l
b
a
s
e
m
e
n
t
w
a
l
l
s
,
f
o
u
n
d
a
t
i
o
n
w
a
l
l
s
,
e
x
t
e
r
i
o
r
w
a
l
l
s
a
n
d
o
t
h
e
r
v
e
r
t
i
c
a
l
c
o
n
c
r
e
t
e
w
o
r
k
e
x
p
o
s
e
d
to
w
e
a
t
h
e
r
:
C.
Al
l
g
a
r
a
g
e
f
l
o
o
r
s
l
a
b
s
:
D.
Al
l
e
x
t
e
r
i
o
r
f
l
a
t
w
o
r
k
a
n
d
s
t
e
p
s
:
E.
*
E
x
t
e
r
i
o
r
c
o
n
c
r
e
t
e
f
l
a
t
w
o
r
k
s
u
b
j
e
c
t
t
o
f
r
e
e
z
i
n
g
a
n
d
t
h
a
w
i
n
g
s
h
a
l
l
b
e
r
e
q
u
i
r
e
d
t
o
b
e
a
i
r
e
n
t
r
a
i
n
e
d
.
T
o
t
a
l
a
i
r
c
o
n
t
e
n
t
s
h
a
l
l
n
o
t
b
e
l
e
s
s
t
h
a
n
5
%
o
r
m
o
re
t
h
a
n
7
%
.
40
0
0
P
S
I
*
35
0
0
P
S
I
*
30
0
0
P
S
I
*
30
0
0
P
S
I
*
25
0
0
P
S
I
Pe
r
i
m
e
t
e
r
i
n
s
u
l
a
t
i
o
n
o
n
g
r
a
d
e
s
l
a
b
c
o
n
d
i
t
i
o
n
(
w
a
l
k
-
ou
t
c
o
n
d
i
t
i
o
n
o
n
l
y
)
s
h
a
l
l
b
e
1
"
x
2
4
"
r
i
g
i
d
(
R
=
5
.
0)
a
n
d
t
o
b
e
i
n
s
t
a
l
l
e
d
b
y
t
h
e
c
o
n
c
r
e
t
e
su
b
c
o
n
t
r
a
c
t
o
r
.
R
e
f
e
r
t
o
c
o
n
s
t
r
u
c
t
i
o
n
d
o
c
u
m
e
n
t
s
f
o
r
an
y
a
d
d
i
t
i
o
n
a
l
c
o
u
n
t
y
/
c
i
t
y
r
e
q
u
i
r
e
m
e
n
t
s
.
5.
In
t
e
r
i
o
r
p
e
r
i
m
e
t
e
r
f
o
u
n
d
a
t
i
o
n
d
r
a
i
n
s
h
a
l
l
b
e
i
n
s
t
a
l
le
d
w
i
t
h
3
"
d
r
a
i
n
t
i
l
e
a
t
6
'
-
0
"
o
/
c
t
h
r
o
u
g
h
c
o
n
c
r
e
t
e
f
o
o
t
i
n
g
.
6.
Su
m
p
P
u
m
p
t
o
b
e
i
n
s
t
a
l
l
e
d
a
s
r
e
q
u
i
r
e
d
a
n
d
l
o
c
a
t
e
d
a
t
b
u
i
l
d
e
r
'
s
d
i
s
c
r
e
t
i
o
n
.
8.
Co
n
c
r
e
t
e
f
o
r
m
w
o
r
k
t
o
b
e
a
d
e
q
u
a
t
e
l
y
t
i
e
d
a
n
d
b
r
a
c
e
d
.
F
o
r
m
s
a
r
e
n
o
t
t
o
b
e
s
t
r
i
p
p
e
d
n
o
r
b
a
c
k
f
i
l
l
p
l
a
c
e
d
ag
a
i
n
s
t
t
h
e
w
a
l
l
u
n
t
i
l
t
h
e
w
a
l
l
h
a
s
su
f
f
i
c
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t
s
t
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g
t
h
o
r
h
a
s
b
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n
b
r
a
c
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d
t
o
p
r
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v
e
n
t
d
am
a
g
e
b
y
t
h
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b
a
c
k
f
i
l
l
.
9.
Ex
t
e
r
i
o
r
f
o
u
n
d
a
t
i
o
n
w
a
l
l
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f
c
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n
c
r
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t
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c
o
n
s
t
r
u
c
t
i
o
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en
c
l
o
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n
g
b
a
s
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m
e
n
t
s
s
h
a
l
l
b
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d
a
m
p
p
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d
b
y
a
p
p
l
y
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n
g
a
c
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a
t
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f
a
p
p
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b
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t
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m
i
n
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s
ma
t
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i
a
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h
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w
a
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l
f
r
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m
t
h
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f
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t
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t
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t
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e
f
i
n
i
s
h
g
r
a
d
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a
t
t
h
e
r
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c
o
m
m
e
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d
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d
r
a
t
e
.
I
n
a
r
e
a
s
w
h
e
r
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a
h
i
gh
w
a
t
e
r
t
a
b
l
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o
r
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so
i
l
-
w
a
t
e
r
c
o
n
d
i
t
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a
r
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k
n
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e
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d
a
t
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d
.
-
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e
f
e
r
t
o
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o
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n
d
a
t
i
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l
a
n
f
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p
e
c
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f
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d
a
m
p
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o
f
i
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g
/
w
a
t
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r
p
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o
f
i
n
g
r
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q
u
i
r
e
m
e
n
t
s
.
10
.
A
6
m
i
l
p
o
l
y
e
t
h
y
l
e
n
e
o
r
a
p
p
r
o
v
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d
v
a
p
o
r
b
a
r
r
i
e
r
w
i
t
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j
o
i
n
t
s
l
a
p
p
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d
n
o
t
l
e
s
s
t
h
a
n
6
i
n
c
h
e
s
s
h
a
l
l
b
e
p
l
a
c
ed
b
e
t
w
e
e
n
t
h
e
c
o
n
c
r
e
t
e
f
l
o
o
r
s
l
a
b
a
n
d
th
e
b
a
s
e
c
o
u
r
s
e
o
r
t
h
e
p
r
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p
a
r
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d
s
u
b
g
r
a
d
e
w
h
e
r
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n
o
b
as
e
c
o
u
r
s
e
e
x
i
s
t
s
.
Ex
c
e
p
t
i
o
n
:
T
h
e
v
a
p
o
r
b
a
r
r
i
e
r
m
a
y
b
e
o
m
i
t
t
e
d
:
12
.
Fr
o
m
g
a
r
a
g
e
s
,
u
t
i
l
i
t
y
b
u
i
l
d
i
n
g
s
a
n
d
o
t
h
e
r
u
n
h
e
a
t
e
d
ac
c
e
s
s
o
r
y
s
t
r
u
c
t
u
r
e
s
.
A.
Fr
o
m
d
r
i
v
e
w
a
y
s
,
w
a
l
k
s
,
p
a
t
i
o
s
a
n
d
o
t
h
e
r
f
l
a
t
w
o
r
k
n
o
t
l
i
k
e
l
y
t
o
b
e
e
n
c
l
o
s
e
d
a
n
d
h
e
a
t
e
d
a
t
a
l
a
t
e
r
d
a
t
e
.
B.
Wh
e
r
e
a
p
p
r
o
v
e
d
b
y
t
h
e
B
u
i
l
d
i
n
g
O
f
f
i
c
i
a
l
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b
a
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d
o
n
l
oc
a
l
s
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t
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c
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n
d
i
t
i
o
n
s
C.
Th
e
m
i
n
i
m
u
m
g
r
a
d
e
a
n
d
a
l
l
o
w
a
b
l
e
s
t
r
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s
s
e
s
f
o
r
s
t
r
u
c
t
ur
a
l
m
e
m
b
e
r
s
a
r
e
:
A.
R
e
p
e
t
i
t
i
v
e
m
e
m
b
e
r
u
s
e
s
:
S
t
u
d
s
=
SP
F
s
t
u
d
g
r
a
d
e
o
r
b
e
t
t
e
r
J
o
i
s
t
s
=
SY
P
#
1
R
a
f
t
e
r
s
(
2
x
4
a
n
d
2
x
6
)
=
SP
F
#
3
R
a
f
t
e
r
s
(
2
x
8
a
n
d
l
a
r
g
e
r
)
=
SY
P
#
1
B.
M
i
c
r
o
l
a
m
L
V
L
'
s
:
F
b
=
26
0
0
F
v
=
28
5
E
=
1.
9
x
1
0
F
c
=
75
0
C.
S
t
e
e
l
B
e
a
m
s
:
Y
i
e
l
d
s
t
r
e
s
s
v
a
l
u
e
s
o
f
F
y
=
50
k
s
i
3.
De
s
i
g
n
L
i
v
e
L
o
a
d
s
a
r
e
:
4.
Ba
l
c
o
n
i
e
s
(
E
x
t
e
r
i
o
r
)
De
c
k
s
40
l
b
s
/
s
f
60
l
b
s
/
s
f
Dw
e
l
l
i
n
g
u
n
i
t
s
(
e
x
c
e
p
t
s
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e
p
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n
g
r
o
o
m
s
)
40
l
b
s
/
s
f
(
1
0
l
b
s
/
s
f
-
D
e
a
d
L
o
a
d
)
Sl
e
e
p
i
n
g
r
o
o
m
s
30
l
b
s
/
s
f
(
1
0
l
b
s
/
s
f
-
D
e
a
d
L
o
a
d
)
St
a
i
r
s
40
l
b
s
/
s
f
Ro
o
f
S
n
o
w
L
o
a
d
20
l
b
s
/
s
f
(
m
i
n
.
)
-
R
o
o
f
P
i
t
c
h
>
3
i
n
1
2
Wi
n
d
P
r
e
s
s
u
r
e
@
90
m
p
h
,
3
s
e
c
o
n
d
g
u
s
t
,
e
x
p
o
s
u
r
e
B
(
7
5
m
p
h
f
a
s
t
e
s
t
m
i
l
e
)
16
.
5
l
b
s
/
s
f
Tr
u
s
s
D
e
s
i
g
n
L
o
a
d
:
Li
v
e
D
e
s
i
g
n
L
o
a
d
25
l
b
s
/
s
f
To
t
a
l
D
e
s
i
g
n
L
o
a
d
42
l
b
s
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s
f
Tr
u
s
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e
s
s
h
a
l
l
b
e
c
o
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c
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d
t
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a
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l
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s
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a
p
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a
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p
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if
t
o
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n
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h
a
n
1
7
5
p
o
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n
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s
a
n
d
s
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a
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be
i
n
s
t
a
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c
c
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a
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c
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w
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t
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m
a
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f
a
c
t
u
r
e
r
'
s
sp
e
c
i
f
i
c
a
t
i
o
n
s
:
(1
)
S
i
m
p
s
o
n
S
t
r
o
n
g
T
i
e
(
H
2
.
5
A
)
:
48
0
l
b
s
/
c
o
n
n
e
c
t
o
r
Co
m
b
i
n
a
t
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l
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p
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f
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t
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m
a
y
b
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s
ed
t
o
m
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m
i
n
i
m
u
m
u
p
l
i
f
t
r
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q
u
i
r
e
m
e
n
t
s
.
Ra
f
t
e
r
s
w
/
S
l
o
p
e
s
G
r
e
a
t
e
r
T
h
a
n
3
:
1
2
w
i
t
h
n
o
Fi
n
i
s
h
e
d
C
e
i
l
i
n
g
A
t
t
a
c
h
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t
o
R
a
f
t
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L/
1
8
0
In
t
e
r
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r
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a
l
l
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d
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t
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L/
1
8
0
Fl
o
o
r
s
a
n
d
P
l
a
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t
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r
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d
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l
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g
s
L/
3
6
0
Ex
t
e
r
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o
r
w
a
l
l
s
-
w
i
n
d
l
o
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d
s
w
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t
h
b
r
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n
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2
4
0
Ex
t
e
r
i
o
r
w
a
l
l
s
-
w
i
n
d
l
o
a
d
s
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t
h
f
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x
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f
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n
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L/
1
8
0
Al
l
O
t
h
e
r
S
t
r
u
c
t
u
r
a
l
M
e
m
b
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s
L/
2
4
0
Th
e
f
o
l
l
o
w
i
n
g
i
s
o
f
f
e
r
e
d
:
8.
(
T
h
e
f
o
l
l
o
w
i
n
g
a
r
e
s
t
a
n
d
a
r
d
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
n
o
t
e
d
):
5.
Us
e
2
x
1
2
r
a
f
t
e
r
s
@
a
l
l
i
n
s
u
l
a
t
e
d
s
p
a
c
e
s
A.
Al
l
r
a
f
t
e
r
s
t
o
b
e
s
p
a
c
e
d
a
t
2
4
"
o
/
c
u
n
l
e
s
s
n
o
t
e
d
o
t
he
r
w
i
s
e
o
n
c
o
n
s
t
r
u
c
t
i
o
n
d
o
c
u
m
e
n
t
s
B.
Al
l
r
a
f
t
e
r
s
l
o
p
e
s
t
o
b
e
g
r
e
a
t
e
r
t
h
a
n
3
:
1
2
C.Al
l
m
u
l
t
i
p
l
e
2
x
h
e
a
d
e
r
s
a
n
d
m
u
l
t
i
p
l
e
L
V
L
b
e
a
m
s
t
o
be
f
a
s
t
e
n
e
d
t
o
g
e
t
h
e
r
a
t
t
o
p
a
n
d
b
o
t
t
o
m
i
n
t
o
e
a
c
h
a
d
ja
c
e
n
t
m
e
m
b
e
r
w
i
t
h
m
i
n
i
m
u
m
(
2
)
ro
w
s
o
f
1
6
d
n
a
i
l
s
@
1
2
i
n
c
h
e
s
o
/
c
,
s
t
a
g
g
e
r
e
d
,
u
n
l
e
s
s
n
o
t
e
d
o
t
h
e
r
w
i
s
e
.
6.
Al
l
w
o
o
d
b
e
a
m
s
w
i
t
h
s
t
e
e
l
f
l
i
t
c
h
p
l
a
t
e
s
a
r
e
t
o
b
e
b
ol
t
e
d
t
o
g
e
t
h
e
r
w
i
t
h
1
/
2
"
Ø
b
o
l
t
s
a
t
1
2
i
n
c
h
e
s
o
/
c
,
st
a
g
g
e
r
e
d
t
o
p
a
n
d
b
o
t
t
o
m
w
i
t
h
t
w
o
b
o
l
t
s
at
e
a
c
h
e
n
d
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
n
o
t
e
d
.
7.
:
A
n
y
s
t
u
d
i
n
a
n
e
x
t
e
r
i
o
r
w
a
l
l
o
r
b
e
a
r
i
n
g
p
a
r
t
i
t
i
o
n
m
a
y
b
e
c
u
t
o
r
n
o
t
c
h
e
d
t
o
a
d
e
p
t
h
n
o
t
e
x
c
e
e
d
i
n
g
2
5
pe
r
c
e
n
t
of
i
t
s
w
i
d
t
h
.
S
t
u
d
s
i
n
n
o
n
b
e
a
r
i
n
g
p
a
r
t
i
t
i
o
n
s
m
a
y
b
e
n
o
t
c
h
e
d
t
o
a
d
e
p
t
h
n
o
t
t
o
e
x
c
e
e
d
4
0
p
e
r
c
e
n
t
o
f
a
s
in
g
l
e
s
t
u
d
w
i
d
t
h
.
A
n
y
s
t
u
d
m
a
y
b
e
b
o
r
e
d
or
d
r
i
l
l
e
d
,
p
r
o
v
i
d
e
d
t
h
a
t
t
h
e
d
i
a
m
e
t
e
r
o
f
t
h
e
r
e
s
u
l
ti
n
g
h
o
l
e
i
s
n
o
g
r
e
a
t
e
r
t
h
a
n
4
0
p
e
r
c
e
n
t
o
f
t
h
e
s
t
u
d
w
i
d
t
h
,
t
h
e
e
d
g
e
o
f
t
h
e
h
o
l
e
i
s
n
o
c
l
o
s
e
r
th
a
n
5
/
8
-
i
n
c
h
t
o
t
h
e
e
d
g
e
o
f
t
h
e
s
t
u
d
,
a
n
d
t
h
e
h
o
l
e
i
s
n
o
t
l
o
c
a
t
e
d
i
n
t
h
e
s
a
m
e
s
e
c
t
i
o
n
a
s
a
c
u
t
o
r
n
o
t
ch
.
-
Se
e
T
a
b
l
e
S
-
1
Ex
c
e
p
t
i
o
n
:
9.
A
s
t
u
d
m
a
y
b
e
b
o
r
e
d
t
o
a
d
i
a
m
e
t
e
r
n
o
t
e
x
c
e
e
d
i
n
g
6
0
pe
r
c
e
n
t
o
f
i
t
s
w
i
d
t
h
,
p
r
o
v
i
d
e
d
t
h
a
t
s
u
c
h
s
t
u
d
s
l
o
c
a
te
d
i
n
e
x
t
e
r
i
o
r
w
a
l
l
s
o
r
b
e
a
r
i
n
g
pa
r
t
i
t
i
o
n
s
a
r
e
d
o
u
b
l
e
d
a
n
d
t
h
a
t
n
o
t
m
o
r
e
t
h
a
n
t
w
o
s
uc
c
e
s
s
i
v
e
d
o
u
b
l
e
d
s
t
u
d
s
a
r
e
b
o
r
e
d
.
1.
Ap
p
r
o
v
e
d
s
t
u
d
s
h
o
e
s
m
a
y
b
e
u
s
e
d
w
h
e
n
i
n
s
t
a
l
l
e
d
i
n
a
cc
o
r
d
a
n
c
e
w
i
t
h
t
h
e
m
a
n
u
f
a
c
t
u
r
e
r
'
s
r
e
c
o
m
m
e
d
a
t
i
o
n
.
2.
:
S
t
r
u
c
t
u
r
a
l
f
l
o
o
r
m
e
m
b
e
r
s
s
h
a
l
l
n
o
t
b
e
c
u
t
,
b
o
r
e
d
or
n
o
t
c
h
e
d
i
n
e
x
c
e
s
s
o
f
t
h
e
l
i
m
i
t
a
t
i
o
n
s
s
p
e
c
i
f
i
e
d
i
n
t
h
i
s
s
e
c
t
i
o
n
.
11
.
No
h
o
l
e
s
o
r
n
o
t
c
h
e
s
a
r
e
a
l
l
o
w
e
d
i
n
b
e
a
m
s
w
i
t
h
o
u
t
w
r
it
t
e
n
a
p
p
r
o
v
a
l
o
f
F
i
s
c
h
e
r
H
o
m
e
s
A
r
c
h
i
t
e
c
t
u
r
a
l
S
e
r
v
i
ce
s
.
12
.
1
3
/
8
"
3
1
/
2
"
4"
5
/
8
"
7
/
8
"
1
1
/
8
"
7
/
8
"
2
1
/
8
"
2
1
/
4
"
5
1
/
2
"
6"
7
/
8
"
1
3
/
8
"
1
7
/
8
"
1
3
/
8
"
3
1
/
4
"
2
7
/
8
"
7
1
/
4
"
8"
1
1
/
4
"
1
7
/
8
"
2
3
/
8
"
1
3
/
8
"
4
3
/
8
"
9
1
/
4
"
10
"
1
1
/
2
"
2
3
/
8
"
3
1
/
8
"
11
1
/
4
"
12
"
1
7
/
8
"
2
7
/
8
"
3
3
/
4
"
Al
l
t
r
u
s
s
e
s
a
r
e
s
t
a
m
p
e
d
a
n
d
c
e
r
t
i
f
i
e
d
b
y
a
r
e
g
i
s
t
e
r
ed
e
n
g
i
n
e
e
r
a
n
d
s
h
a
l
l
m
e
e
t
T
P
I
m
a
n
u
f
a
c
t
u
r
e
r
m
i
n
i
m
u
m
r
e
q
u
i
r
e
m
e
n
t
s
.
T
r
u
s
s
b
r
a
c
i
n
g
s
h
a
l
l
b
e
in
s
t
a
l
l
e
d
p
e
r
m
a
n
u
f
a
c
t
u
r
e
r
'
s
s
p
e
c
i
f
i
c
a
t
i
o
n
s
.
13
.
No
c
u
t
t
i
n
g
,
n
o
t
c
h
i
n
g
o
r
m
o
d
i
f
i
c
a
t
i
o
n
s
s
h
a
l
l
b
e
m
a
d
e
t
o
a
n
y
t
r
u
s
s
e
s
w
i
t
h
o
u
t
t
h
e
a
p
p
r
o
v
a
l
o
f
F
i
s
c
h
e
r
H
o
m
es
A
r
c
h
i
t
e
c
t
u
r
a
l
S
e
r
v
i
c
e
s
.
14
.
Al
l
w
o
o
d
c
o
l
u
m
n
s
t
o
b
e
a
n
c
h
o
r
e
d
t
o
c
o
n
c
r
e
t
e
w
i
t
h
c
o
rr
o
s
i
o
n
r
e
s
i
s
t
a
n
t
e
n
g
i
n
e
e
r
e
d
c
o
m
p
o
s
i
t
e
p
l
a
s
t
i
c
s
t
a
n
d-
o
f
f
.
F
o
r
c
o
l
u
m
n
b
a
s
e
s
,
u
s
e
S
i
m
p
s
o
n
CP
S
6
,
c
o
m
p
o
s
i
t
e
p
l
a
s
t
i
c
p
o
s
t
b
a
s
e
(
o
r
e
q
u
a
l
)
n
a
i
l
e
d
t
o
p
r
e
s
s
u
r
e
t
r
e
a
t
e
d
c
o
l
u
m
n
.
S
t
a
n
d
o
f
f
s
a
n
c
h
o
r
e
d
t
o
po
r
c
h
s
l
a
b
w
i
t
h
1
/
2
"
d
i
a
m
e
t
e
r
a
n
c
h
o
r
or
e
x
p
a
n
s
i
o
n
b
o
l
t
e
m
b
e
d
d
e
d
i
n
t
o
c
o
n
c
r
e
t
e
a
n
d
e
x
t
e
n
d
ed
i
n
t
o
w
o
o
d
p
o
s
t
.
15
.
Al
l
i
n
t
e
r
i
o
r
l
u
m
b
e
r
i
n
c
o
n
t
a
c
t
w
i
t
h
c
o
n
c
r
e
t
e
s
h
a
l
l
be
b
o
r
a
t
e
t
r
e
a
t
e
d
a
n
d
s
h
a
l
l
u
s
e
g
a
l
v
a
n
i
z
e
d
c
o
n
n
e
c
t
o
rs
.
Al
l
e
x
t
e
r
i
o
r
l
u
m
b
e
r
(
l
u
m
b
e
r
e
x
p
o
s
e
d
t
o
w
e
a
t
h
e
r
)
s
h
a
ll
b
e
A
C
Q
(
A
l
k
a
l
i
n
e
C
o
p
p
e
r
Q
u
a
t
)
t
r
e
a
t
e
d
a
n
d
s
h
a
l
l
us
e
"
Z
M
A
X
"
c
o
a
t
e
d
c
o
n
n
e
c
t
o
r
s
.
16
.
St
e
e
l
l
i
n
t
e
l
s
s
u
p
p
o
r
t
i
n
g
m
a
s
o
n
r
y
v
e
n
e
e
r
a
r
e
a
s
f
o
l
l
ow
s
:
17
.
Br
i
c
k
v
e
n
e
e
r
(
w
h
e
r
e
i
n
d
i
c
a
t
e
d
o
n
p
l
a
n
s
)
i
s
t
o
h
a
v
e
22
g
a
u
g
e
(
m
i
n
i
m
u
m
)
c
o
r
r
u
g
a
t
e
d
,
g
a
l
v
a
n
i
z
e
d
s
t
e
e
l
w
a
l
l
t
i
e
s
a
t
1
6
"
o
/
c
h
o
r
i
z
o
n
t
a
l
a
n
d
2
4
"
o/
c
v
e
r
t
i
c
a
l
(
9
c
o
u
r
s
e
s
)
.
E
a
c
h
w
a
l
l
t
i
e
t
o
s
u
p
p
o
r
t
a
m
a
x
i
m
u
m
o
f
2
2
/
3
s
q
.
f
t
.
o
f
b
r
i
c
k
.
P
r
o
v
i
d
e
c
o
n
t
i
n
u
o
u
s
b
a
s
e
f
l
a
s
h
i
n
g
w
i
t
h
w
ee
p
h
o
l
e
s
a
t
24
"
o
/
c
m
a
x
i
m
u
m
.
A
d
d
i
t
i
o
n
a
l
b
r
i
c
k
t
i
e
s
s
h
a
l
l
b
e
p
r
o
vi
d
e
d
a
r
o
u
n
d
a
l
l
w
a
l
l
o
p
e
n
i
n
g
s
g
r
e
a
t
e
r
t
h
a
n
1
6
"
i
n
ei
t
h
e
r
d
i
r
e
c
t
i
o
n
.
B
r
i
c
k
t
i
e
s
a
r
o
u
n
d
t
h
e
pe
r
i
m
e
t
e
r
o
f
o
p
e
n
i
n
g
s
s
h
a
l
l
b
e
s
p
a
c
e
d
n
o
t
m
o
r
e
t
h
a
n
3
f
e
e
t
o
/
c
a
n
d
p
l
a
c
e
d
w
i
t
h
i
n
1
2
i
n
c
h
e
s
o
f
t
h
e
w
a
l
l
o
p
e
n
i
n
g
.
18
.
Ba
s
e
m
e
n
t
f
l
o
o
r
s
l
a
b
s
s
h
a
l
l
b
e
m
i
n
i
m
u
m
3
-
1
/
2
i
n
c
h
e
s
th
i
c
k
c
o
n
c
r
e
t
e
w
i
t
h
c
o
n
t
r
o
l
j
o
i
n
t
s
s
p
a
c
e
d
a
t
i
n
t
e
r
v
al
s
n
o
t
m
o
r
e
t
h
a
n
3
0
'
-
0
"
i
n
e
a
c
h
di
r
e
c
t
i
o
n
.
C
o
n
t
r
o
l
j
o
i
n
t
s
a
l
i
g
n
w
i
t
h
b
e
a
m
a
n
d
c
o
l
u
mn
c
e
n
t
e
r
l
i
n
e
s
.
3.
In
t
e
r
i
o
r
p
a
r
t
i
t
i
o
n
s
s
h
a
l
l
b
e
2
x
4
s
t
u
d
c
o
n
s
t
r
u
c
t
i
o
n
wi
t
h
1
/
2
"
g
y
p
s
u
m
b
o
a
r
d
,
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
n
o
t
e
d
.
L
o
ad
-
B
e
a
r
i
n
g
w
a
l
l
s
s
h
a
l
l
h
a
v
e
s
t
u
d
pl
a
c
e
m
e
n
t
1
6
"
o
r
1
9
.
2
"
o
/
c
(
s
e
e
f
l
o
o
r
p
l
a
n
s
)
a
n
d
d
o
ub
l
e
t
o
p
p
l
a
t
e
s
.
N
o
n
L
o
a
d
-
B
e
a
r
i
n
g
p
a
r
t
i
t
i
o
n
s
s
h
a
l
l
b
e
2
4
"
o
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The following information describes Fischer Homes minimum energy package. Refer to the actual construction documents for additional state requirements.1.: R-38 Blown Wool or Fiberglass Insulation with baffles every truss space.2.:INSULATION NOTES 3.:If Interior Slope is 5/12 or less: 4' long R-30 Batt Insulation with Kraft face vapor barrier down - face stapled (max. 500 sqft.) and R-38 Blown Wool or Fiberglass Insulation for the rest of the ceiling.A.If Interior Slope is greater than 5/12: 8' long R-30 Batt Insulation with Kraft face vapor barrier down - face stapled (max. 500 sqft.) and R-38 Blown Wool or Fiberglass Insulation for the rest of the ceiling.B.2x12 Rafters: R-38HD Batt Insulation with Kraft face vapor barrier down - face stapled.A.2x10 Rafters: R-30HD Batt Insulation with Kraft face vapor barrier down - face stapled.B.2x8 Rafters: R-21HD Batt Insulation with Kraft face vapor barrier down - face stapled.C.
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: P&L stands for Panel & Lite entry door system.* Rough Openings include a 1x4 Treated Sill Plate, which is added to the threshold of all doors.EXTERIOR DOOR ROUGH OPENING and MASONRY/CONCRETE OPENING CHART ** Masonry / Concrete Openings are measured from the top of footing. They include a 1x4 treated Sill Plate, which is added to the threshold of all doors and a 1" weather lip in the concrete slab.DOOR SIZE and DESCRIPTIONM.O. Dimensions**R.O. Dimensions*2'-8" x 6'-8" Single Door (Swing-In)37 1/2" x 87 3/4"34 1/2" x 83 1/4"3'-0" x 6'-8" Single Door (Swing-In)41 1/2" x 87 3/4"38 1/2" x 83 1/4"4'-8" x 6'-8" P&L Frame (3'-0" Door w/ (2) 10" Sidelites)64 1/2" x 87 3/4"61 1/2" x 83 1/4"4'-0" x 6'-8" P&L Frame (3'-0" Door w/ (1) 12" Sidelite)55" x 87 3/4"52" x 83 1/4"5'-0" x 6'-8" P&L Frame (3'-0" Door w/ (2) 12" Sidelites)68 1/2" x 87 3/4"65 1/2" x 83 1/4"4'-2" x 6'-8" P&L Frame (3'-0" Door w/ (1) 14" Sidelite)57" x 87 3/4"54" x 83 1/4"5'-4" x 6'-8" P&L Frame (3'-0" Door w/ (2) 14" Sidelites)72 1/2" x 87 3/4"69 1/2" x 83 1/4"5'-0" Hinged Patio Door (Swing-In)63 1/2" x 85 3/4"60 1/2" x 80 3/4"75 1/2" x 85 3/4"72 1/2" x 80 3/4"92 5/8" x 85 3/4"89 5/8" x 80 3/4"98 5/8" x 85 3/4"95 5/8" x 80 3/4"6'-8"h. Doors w/ 12" Transom aboven/a(width) x 95 1/4"6'-8"h. Doors w/ 24" Transom aboven/a(width) x 107 1/4"6'-8"h. Doors w/ 36" Transom aboven/a(width) x 119 1/4"5'-0" Sliding Glass Door (Vinyl)63" x 84 1/2"60" x 80"6'-0" Sliding Glass Door (Vinyl)75" x 84 1/2"72" x 80"Sliding Glass Door w/ 12" Transom aboven/a(width) x 92"110 5/8" x 85 3/4"107 5/8" x 80 3/4"Patio Door w/ 12" Transom aboven/a(width) x 92 3/4"2'-6" Fire-Rated Door - 20 Minute (Swing-In)n/a 2'-8" Fire-Rated Door - 20 Minute (Swing-In)n/a34 1/2" x 83 1/4"6'-0" Hinged Patio Door (Swing-In)7'-6" Hinged Patio Door (Swing-In)8'-0" Hinged Patio Door (Swing-In)9'-0" Hinged Patio Door (Swing-In)Frame all exterior Door Header Heights* at 83 1/4" off subfloor at all floor materials.Exception: Sliding Glass Door Header Heights to be 80" off subfloor at all floor materials and Fire-Rated Door Header Heights to be 83 1/4" off subfloor at all floor materials.A.32 1/2" x 83 1/4"4'-2" x 8'-0" P&L Frame (3'-0" Door w/ (1) 14" Sidelite)n/a54" x 99 1/4"5'-4" x 8'-0" P&L Frame (3'-0" Door w/ (2) 14" Sidelites)n/a69 1/2" x 99 1/4"6'-8"h. Doors w/ Elliptical Transom aboven/a(width) x 99"6'-8"h. Doors w/ Half-Round Transom aboven/a(width) x 118"8'-0"h. Doors w/ Elliptical Transom aboven/a(width) x 115"8'-0"h. Doors w/ Half-Round Transom aboven/a(width) x 134"8'-0"h. Doors w/ 12" Transom aboven/a(width) x 111 1/4"3'-10" x 6'-8" P&L Frame (3'-0" Door w/ (1) 10" Sidelite)53" x 87 3/4"50" x 83 1/4"6'-8"h. Doors w/ 42" Transom aboven/a(width) x 125 1/4"6'-8"h. Doors w/ 18" Transom above(width) x 101 1/4"n/a
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03-31-12: R-15HD Batt Insulation with Kraft face vapor barrier to warm side.: R-15HD Batt Insulation with Kraft face vapor barrier to warm side.:If less than 2'-0" of the foundation wall is exposed - use 1-1/2" Thermax (R-10), 4'-0" deep.A.If greater than 2'-0" of the foundation wall is exposed - use 1-1/2" Thermax (R-10), full height of wall.B.: R-30 Batt Insulation vapor barrier up - face stapled.: R-30 Batt Insulation vapor barrier to warm side.: R-10 Rigid Insulation, 2'-0" deep, at areas where grade covers 30" or less of the Foundation Wall above the T/ Basement Slab.4.5.6.7.8.9.: R-10 Rigid Insulation, 4'-0" deep - horizontal, 1'-0" deep - vertical.10.
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s
.
2.
:
W
h
e
n
p
i
p
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n
g
o
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d
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o
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k
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p
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g
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ne
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s
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t
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c
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g
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d
r
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n
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o
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n
5
0
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e
r
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t
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f
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w
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n
t
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s
.
Ex
c
e
p
t
i
o
n
:
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h
e
n
t
h
e
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n
t
i
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s
i
d
e
o
f
t
h
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a
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d
b
y
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d
s
t
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u
c
t
u
r
a
l
p
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n
e
l
s
h
e
a
t
h
i
n
g
.
10
.
Gl
a
z
i
n
g
i
n
S
e
c
t
i
o
n
R
3
0
8
.
4
,
I
t
e
m
6
,
i
n
w
a
l
l
s
p
e
r
p
e
n
d
ic
u
l
a
r
t
o
t
h
e
p
l
a
n
e
o
f
t
h
e
d
o
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r
i
n
a
c
l
o
s
e
d
p
o
s
i
t
i
o
n
o
r
w
h
e
r
e
a
c
c
e
s
s
th
r
o
u
g
h
t
h
e
d
o
o
r
i
s
t
o
a
c
l
o
s
e
t
,
s
t
o
r
a
g
e
a
r
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a
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o
r
b
at
h
r
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m
.
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l
a
z
i
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g
i
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h
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p
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p
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h
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e
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t
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o
n
R3
0
8
.
4
,
I
t
e
m
7
.
4.
Gl
a
z
i
n
g
i
n
d
o
o
r
s
a
n
d
e
n
c
l
o
s
u
r
e
s
f
o
r
h
o
t
t
u
b
s
,
w
h
i
r
l
po
o
l
s
,
s
a
u
n
a
s
,
s
t
e
a
m
r
o
o
m
s
,
b
a
t
h
t
u
b
s
a
n
d
s
h
o
w
e
r
s
.
G
la
z
i
n
g
i
n
a
n
y
pa
r
t
o
f
a
b
u
i
l
d
i
n
g
w
a
l
l
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n
c
l
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n
g
t
h
e
s
e
c
o
m
p
a
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t
m
e
n
t
s
w
h
e
r
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t
h
e
b
o
t
t
o
m
e
x
p
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d
e
d
g
e
o
f
t
h
e
g
l
a
z
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n
g
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s
t
h
a
n
6
0
in
c
h
e
s
a
b
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t
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d
r
a
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n
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n
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t
a
n
d
3
6
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n
c
h
e
s
h
o
r
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z
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n
t
al
l
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f
r
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m
t
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d
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f
t
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t
u
b
o
r
c
o
m
p
a
r
t
m
e
n
t
.
5.
Gl
a
z
i
n
g
,
i
n
a
n
i
n
d
i
v
i
d
u
a
l
f
i
x
e
d
o
r
o
p
e
r
a
b
l
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p
a
n
e
l
a
dj
a
c
e
n
t
t
o
a
d
o
o
r
w
h
e
r
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t
h
e
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e
a
r
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s
t
v
e
r
t
i
c
a
l
e
d
g
e
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s
w
i
t
h
i
n
a
2
4
-
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n
c
h
ar
c
o
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t
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e
d
o
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r
i
n
a
c
l
o
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e
d
p
o
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t
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o
n
a
n
d
w
h
o
s
e
b
o
t
t
om
e
d
g
e
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s
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s
s
t
h
a
n
6
0
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n
c
h
e
s
a
b
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t
h
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f
l
o
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r
o
r
w
al
k
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n
g
s
u
r
f
a
c
e
.
6.
Gl
a
z
i
n
g
i
n
a
n
i
n
d
i
v
i
d
u
a
l
f
i
x
e
d
o
r
o
p
e
r
a
b
l
e
p
a
n
e
l
,
o
th
e
r
t
h
a
n
t
h
o
s
e
l
o
c
a
t
i
o
n
s
d
e
s
c
r
i
b
e
d
i
n
I
t
e
m
s
5
a
n
d
6
a
b
o
v
e
,
t
h
a
t
me
e
t
s
o
f
t
h
e
f
o
l
l
o
w
i
n
g
c
o
n
d
i
t
i
o
n
s
:
7.
Ex
p
o
s
e
d
a
r
e
a
o
f
a
n
i
n
d
i
v
i
d
u
a
l
p
a
n
e
g
r
e
a
t
e
r
t
h
a
n
9
s
qu
a
r
e
f
e
e
t
.
7.
1
Bo
t
t
o
m
e
d
g
e
l
e
s
s
t
h
a
n
1
8
i
n
c
h
e
s
a
b
o
v
e
t
h
e
f
l
o
o
r
.
7.
2
To
p
e
d
g
e
g
r
e
a
t
e
r
t
h
a
n
3
6
i
n
c
h
e
s
a
b
o
v
e
t
h
e
f
l
o
o
r
.
7.
3
On
e
o
r
m
o
r
e
w
a
l
k
i
n
g
s
u
r
f
a
c
e
s
w
i
t
h
i
n
3
6
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n
c
h
e
s
h
o
r
i
z
on
t
a
l
l
y
o
f
t
h
e
g
l
a
z
i
n
g
.
7.
4
Al
l
g
l
a
z
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n
g
i
n
r
a
i
l
i
n
g
s
r
e
g
a
r
d
l
e
s
s
o
f
a
n
a
r
e
a
o
r
h
e
ig
h
t
a
b
o
v
e
a
w
a
l
k
i
n
g
s
u
r
f
a
c
e
.
I
n
c
l
u
d
e
d
a
r
e
s
t
r
u
c
t
u
r
al
b
a
l
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s
t
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r
p
a
n
e
l
s
an
d
n
o
n
s
t
r
u
c
t
u
r
a
l
i
n
-
f
i
l
l
p
a
n
e
l
s
.
8.
Gl
a
z
i
n
g
i
n
w
a
l
l
s
a
n
d
f
e
n
c
e
s
e
n
c
l
o
s
i
n
g
i
n
d
o
o
r
a
n
d
o
u
td
o
o
r
s
w
i
m
m
i
n
g
p
o
o
l
s
,
h
o
t
t
u
b
s
a
n
d
s
p
a
s
w
h
e
r
e
t
h
e
b
ot
t
o
m
e
d
g
e
o
f
th
e
g
l
a
z
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n
g
i
s
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s
s
t
h
a
n
6
0
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n
c
h
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b
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a
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su
r
f
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d
w
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n
c
h
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r
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te
r
'
s
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e
.
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h
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sh
a
l
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a
p
p
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s
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l
a
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a
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n
m
u
l
t
ip
l
e
g
l
a
z
i
n
g
.
9.
Gl
a
z
i
n
g
a
d
j
a
c
e
n
t
t
o
s
t
a
i
r
w
a
y
s
,
l
a
n
d
i
n
g
s
a
n
d
r
a
m
p
s
w
it
h
i
n
3
6
i
n
c
h
e
s
h
o
r
i
z
o
n
t
a
l
l
y
o
f
a
w
a
l
k
i
n
g
s
u
r
f
a
c
e
w
he
n
t
h
e
e
x
p
o
s
e
d
su
r
f
a
c
e
o
f
t
h
e
g
l
a
s
s
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s
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e
s
s
t
h
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n
6
0
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n
c
h
e
s
a
b
o
v
e
t
he
p
l
a
n
e
o
f
t
h
e
a
d
j
a
c
e
n
t
w
a
l
k
i
n
g
s
u
r
f
a
c
e
.
10
.
Gl
a
z
i
n
g
a
d
j
a
c
e
n
t
t
o
s
t
a
i
r
w
a
y
s
w
i
t
h
i
n
6
0
i
n
c
h
e
s
h
o
r
i
zo
n
t
a
l
l
y
o
f
t
h
e
b
o
t
t
o
m
t
r
e
a
d
o
f
a
s
t
a
i
r
w
a
y
i
n
a
n
y
d
ir
e
c
t
i
o
n
w
h
e
n
t
h
e
ex
p
o
s
e
d
s
u
r
f
a
c
e
o
f
t
h
e
g
l
a
s
s
i
s
l
e
s
s
t
h
a
n
6
0
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n
c
h
e
s
a
b
o
v
e
t
h
e
n
o
s
e
o
f
t
h
e
t
r
e
a
d
.
11
.
Ex
c
e
p
t
i
o
n
:
T
h
e
f
o
l
l
o
w
i
n
g
p
r
o
d
u
c
t
s
,
m
a
t
e
r
i
a
l
s
a
n
d
u
s
e
s
a
r
e
e
x
em
p
t
f
r
o
m
t
h
e
a
b
o
v
e
h
a
z
a
r
d
o
u
s
l
o
c
a
t
i
o
n
s
:
De
c
o
r
a
t
i
v
e
g
l
a
s
s
i
n
I
t
e
m
s
1
,
6
o
r
7
.
1.
Gl
a
z
i
n
g
i
n
S
e
c
t
i
o
n
R
3
0
8
.
4
,
I
t
e
m
6
,
w
h
e
n
t
h
e
r
e
i
s
a
n
i
n
t
e
r
v
e
n
i
n
g
w
a
l
l
o
r
o
t
h
e
r
p
e
r
m
a
n
e
n
t
b
a
r
r
i
e
r
b
e
t
w
e
e
n
t
h
e
d
o
o
r
a
n
d
th
e
g
l
a
z
i
n
g
.
2.
Gl
a
z
i
n
g
i
n
S
e
c
t
i
o
n
R
3
0
8
.
4
,
I
t
e
m
6
,
i
n
w
a
l
l
s
p
e
r
p
e
n
d
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE GN
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NOTE: PROVIDE STUD DIRECTLY BEHIND PANEL JOINT, 'H' STRIP CONNECTOR or BATTEN, INCLUDING ALL GABLE LOCATIONS, TYPICAL LOW-'E' GLAZING NOTE:ALL 1st & 2nd FLOOR WINDOWS and BASEMENT HOPPER & SLIDER WINDOWS TO HAVE LOW-'E' GLAZING1.ALL GLASS IN DOORS, SIDELITES &TRANSOMS TO HAVE LOW-'E' GLAZING2.EXCEPTIONS:- LEADED GLASS DOORS, SIDELITES & TRANSOMS - WINDOWS w/ STAINED GLASS OVERLAYS - PATIO DOORS w/ INTEGRAL BLINDS 9'-1018"
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A1.0
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A1.1
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BEAM POCKET 1018"h x 8"w x 4"d
BE
A
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7
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NOTE!!PROVIDE OUTLET FOR WATER HEATER &WATER SOFTENER (LOCATE IN JOIST)
5'-512"
JOIST ARE RAISED 7 14" IN THIS AREA
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11'-634"
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CONTROL JOINTS
CONTROL JOINTS
SLOPE 3" FROM REAR TO FRONT w/ 1" FALL IN THE LAST 12" @ THE GARAGE DOORSLOPE 3" FROM REAR TO FRONT w/ 1" FALL IN THE LAST 12" @ THE GARAGE DOOR FOR SUMP PUMPPROVIDE OUTLETNOTE!!
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5"thk. CONC. GARAGE SLAB - PROVIDE #4 RE-BARS @18"o.c. EA.WAY w/ MIN. 2" COVERAGE - REFER TO DTLS. 06,07 & 08/A2.1
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6'
-
5
18"
6'
-
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18"
22
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6'
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6'
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1
12"
4'
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18'-034"
48" BRICK CURB
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12"
14'X12' PATIO AT MID-LEVEL
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
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OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A2.0
06
13 12
09
08
REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
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OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A2.1
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A2.2
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A2.3
FI
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FRAMER's NOTE:ALL WALLS THAT SIT ON RAISED JOIST WILL BE 8'-5"h.3'-312"LAUNDRY CERAMIC TILE
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9'-0" x 7'-0"h OH GARAGE DOOR CARRIAGE STYLE INSULATEDBUILD WALL UP TO STEPS
14'-312"
16
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1
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NOTE:2x6 BEARING WALL - STUDS @ 19.2" o.c.- ALIGN w/ JOISTSNOTE:2x4 BEARING WALL - STUDS @ 19.2" o.c.- ALIGN w/ JOISTS GARAGE NOTE:INSTALL HIGH LIFT DOOR TRACKS GARAGE WALL NOTE:GARAGE WALL HEIGHT IS 10'-2 38"OFF T/ FOUNDATIONGARAGE NOTE:GARAGE WALL HEIGHT IS 9'-1018"OFF T/ FOUNDATION
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GARAGE DRYWALL NOTE:ALL GARAGE WALLS, CEILING,BEAMS, COLUMNS THAT SUPPORT FLOOR-CEILING ASSEMBLY ABOVE TO HAVE 12"DRYWALL (FINISHED).CEILING TO BE 58" TYPE "X" FIRECODE DRYWALL BELOW HABITABLE SPACES.2 J.S.16'-0" x 7'-0"h OH GARAGE DOOR CARRIAGE STYLE INSULATED2'-1018"512"11'-812"12'-1"
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A3.0
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A3.1
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A3.2
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A4.0
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D
REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A4.1
EL
E
V
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K
I
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:
INSTALL OUTLET HORIZONTAL IN VALANCENOTE:- ELECTRIC SUPPLY TO BE RUN UP THRU CABINET
01
1/2" = 1'-0"(1) B24FH W/ FTB (1) WD2430 w/FTB (1) WDOP
(1
)
B
4
2
w
/
F
T
B
(1
)
B
D
O
P
(3
)
F
B
(
F
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N
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U
R
E
B
A
S
E
8
-
F
T
L
O
N
G
E
A
C
H
)
7'-114"
4'
-
3
"
1'-034"334"
(2
)
W
1
2
3
6
w
/
L
I
G
H
T
B
A
F
F
L
E
(1
)
W
3
0
4
2
M
D
W
/
G
L
A
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L
V
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w
/
C
L
A
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C
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(2
)
2
7
3
0
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4
1
/
2
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B
A
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-
1
8
D
E
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:
W
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:
03
1/
2
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=
1
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-
0
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2'
-
4
1 2"
3'
-
1
0
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4"
4"
1'-6"71
4"2'-41
4"51
2"
1'
-
1
1 4"
1'-6"2'-41
4"51
2"
834"
1
1
4"
B
E
D
M
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1
4"
C
R
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1x
3
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1
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:
04
1/
2
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=
1
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0
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A
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A
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:
1/2" = 1'-0"
W/
G
L
A
S
S
S
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S
W
3
0
3
6
BW
B
1
8
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3
6
24
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.
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.
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3
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3
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A
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A
S
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C
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N
W3
0
3
6
W
3
0
3
6
W
D
2
4
4
2
M
D
B3
0
B
1
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BC
3
6
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P
N
W3
9
2
4
B1
2
WD
2
4
4
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W2742MD W/ GLASS SHELVESW2742MD
REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A4.2
04
REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A4.3
FI
R
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A
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01
SC
A
L
E
:
1/4" = 1'-0"
19
'
-
1
7
8"
1'
-
7
15
16
"
16
'
-
1
1
1
4"
10
11
16
"
16'-612"JOIST SIT 8" HIGHER UNDER STUDY AND STAIRS
55
'
-
5
"
37
'
-
5
12"
13'-618"1'-658"
3'
-
2
3
8"
4'
-
1
13
16
"
6'
-
4
13
16
"
57
8"
8'
-
8
12"
9'
-
3
12"
3'-7"4'-934"
3'
-7"
9'-214"
3'
-
1
1
"
3'
-
7
"
5'
-
1
1
12"
FR
O
M
O
U
T
I
D
E
O
F
F
R
A
M
E
TO
O
F
F
I
R
S
T
J
O
S
I
T
FR
O
M
O
U
T
I
D
E
O
F
F
R
A
M
E
TO
O
F
F
I
R
S
T
J
O
S
I
T
FR
O
M
O
U
T
I
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E
O
F
F
R
A
M
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TO
O
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F
I
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O
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FROM OUTIDE OF FRAME TO OF FIRST JOSIT 2x12x16'-0" JOIST @ 19.2" O.C.JOIST SIT 7 14" HIGHER 2x12x10'-0" JOIST @ 19.2" O.C.CUT TO 9'-8"
2x
1
2
x
1
8
'
-
0
"
J
O
I
S
T
@
1
9
.
2
"
O
.
C
.
2x
1
2
x
8
'
-
0
"
CU
T
T
O
6
'
-
5
"
SINGLE 2x12x16'-0" JOIST
SINGLE 2x12x14'-0" JOIST
SINGLE 2x12x16'-0" JOIST
SINGLE 2x12x16'-0" JOIST
SINGLE 2x12x18'-0" JOIST
DOUBLE 2x12x18'-0" JOIST
SINGLE 2x12x18'-0" JOIST
SINGLE 2x12x18'-0" JOIST
SINGLE 2x12x18'-0" JOIST
SINGLE 2x12x18'-0" JOIST
SINGLE 2x12x14'-0" JOIST
SINGLE 2x12x16'-0" JOIST
SINGLE 2x12x18'-0" JOIST
SINGLE 2x12x18'-0" JOIST
SINGLE 2x12x18'-0" JOIST
SINGLE 2x12x18'-0" JOIST
SINGLE 2x12x16'-0" JOIST
SINGLE 2x12x14'-0" JOIST
SINGLE 2x12x8'-0"
SINGLE 2x12x10'-0"
SINGLE 2x12x8'-0"
512"
512"
5'-6"
CLEAR SPAN
312"
2x
1
2
B
A
N
D
B
O
A
R
D
25'-912"61'-258"7'-558"SINGLE 2x8 BAND BOARD
512"112"
17'-412"
312"
SINGLE 2x12 BAND BOARD
JO
I
S
T
A
R
E
R
A
I
S
E
D
7
1
4"
2x12 BLOCKING FOR POINT LOAD ABOVE
2x
1
2
x
2
0
'
-
0
"
J
O
I
S
T
@
1
9
.
2
"
O
.
C
.
DO
U
B
L
E
E
V
E
R
Y
O
T
H
E
R
19'-5"
CLEAR SPAN
SINGLE 2x12x14'-0" JOIST
3'
-
7
"
TRIPLE 2x12x14'-0" JOIST
TRIM BAND BOARD
BETWEEN JOIST
FOR HVAC
REVERSE LAP
19'-312"30'-418"4'-138"7'-558"
61'-258"
4'
-
1
3
8"
5'
-
9
1
4"
4'
-
1
3
8"
18
'
-
0
"
22'-0"
14
'
-
0
"
55
'
-
5
"
1'
-
5
"
1'
-
1
516
"
1'
-
7
15
16
"
312"14'-012"CLEAR SPAN 10'-812"CLEAR SPAN 312"
73
4"
1'
-
7
15
16
"
1'
-
1
5
8"
4116
"
1'-518"20'-678"
1'
-
3
716
"
12
"
10
316
"
16'-412"
OUTSIDE OF FRAME
10
'
-
2
"
1'
-
1
1
"
1'
-
1
1
"
5"
1'-2316"11'-512"14'-4"EXTENT OF 2x12 FLOOR JOISTS SIM.
R
7
3 4
"
3"
2x12x10'-0" JOIST @ 19.2" o.c.2x12x10'-0" JOIST @ 19.2" o.c.
2x12x10'-0" JOIST @ 19.2" o.c.
4'
-
5
"
21'-1"
1'
-
5
"
12
"
5"
BL
O
C
K
I
N
G
BL
O
C
K
I
N
G
SINGLE 2x12x18'-9" JOIST
2x12x12'-0" JOIST @ 19.2" o.c.
2x12x12'-0" JOIST @ 19.2" o.c.
2x
1
2
x
1
0
'
-
0
"
J
O
I
S
T
@
1
9
.
2
"
O
.
C
.
2x
1
2
x
1
0
'
-
0
"
J
O
I
S
T
@
1
9
.
2
"
O
.
C
.
03 02
REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A5.0
SE
C
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F
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F
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A
M
I
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01
SC
A
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:
1/4" = 1'-0"
16
'
-
1
1
1
4"
1'
-
4
15
16
"
REVERSE LAP 2x4 SCAB @ TOP OF JOIST FOR PLYWOOD SPAN
10'-10"
6'-11"
3'-1012"
7'-318"
19'-4"
CLEAR SPAN
512"6'-512"
CLEAR SPAN
312"
37'-8"
14'-012"CLEAR SPAN 312"512"43'-712"4'-0"1'-458"8'-058"1'-658"
9'
-
7
316
"
1'
-
4
15
16
"
32
'
-
0
"
9'-514"
12
'
-
6
3
4"
1'
-
7
15
16
"
7'
-
7
"
11
7
8"
9'-1112"
20
'
-
9
3
4"
54
'
-
0
"
DOUBLE 2x12x20'-0" JOIST's
DOUBLE 2x12x20'-0" JOIST's
3'
-
7
"
12'-8"
2x
1
2
x
2
0
'
-
0
"
J
O
I
S
T
@
1
9
.
2
"
O
.
C
.
DO
U
B
L
E
E
V
E
R
Y
O
T
H
E
R
SINGLE 2x12x8'-0" JOIST
SINGLE 2x12x12'-0" JOIST
SINGLE 2x12x8'-0" JOIST
3'-11"
312"
17'-312"
CLEAR SPAN
2x
1
2
x
1
8
'
-
0
J
O
I
S
T
@
1
9
.
2
"
O
.
C
.
SINGLE 2x12x8'-0"
SINGLE 2x12x8'-0"
SINGLE 2x12x6'-0"
SINGLE 2x12x6'-0"
SINGLE 2x12x6'-0"
54
'
-
0
"
FR
O
M
O
U
T
I
D
E
O
F
F
R
A
M
E
TO
O
F
F
I
R
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T
J
O
S
I
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FROM OUTIDE OF FRAME TO OF FIRST JOSIT FROM OUTIDE OF FRAME TO OF FIRST JOSIT10'-0"4'-312"
REVERSE LAP
2x4 SCAB FOR
PLYWOOD SPAN
2x4 SCAB FOR
PLYWOOD SPAN
9316
"
1'
-
4
316
"
1'
-
3
"
REVERSE LAP
31
2"
ADDITIONAL BLOCKING
FOR POINT LOAD ABOVE
ADDITIONAL BLOCKING FOR POINT LOAD ABOVE 57'-712"312"10'-812"CLEAR SPANR16'-21516"
RR
RR
R
RR
R
1'-458"1'-7316"1'-1316"1'-3"10316"6'-234"3"
3'
-
7
"
3'-378"2'-212"
3'
-
5
12"
2'
-
2
12"
312"
4'-6"
10'-10"312"
55'-118"
10'-0"
DOUBLE BAND BOARD2x12x12'-0" JOIST @ 19.2" O.C.
16
'
-
1
1
516
"
LE
N
G
T
H
O
F
L
V
L
10
316
"
4'
-
9
5
8"
1'
-
8
11
16
"1'
-
4
316
"1'
-
8
11
16
"
1'
-
7
316
"
12
"
2x
1
2
x
2
2
'
-
0
"
J
O
I
S
T
@
1
9
.
2
"
O
.
C
.
2x12x18'-0" JOIST @ 19.2" O.C.
4'
-
5
716
"
4'
-
2
1
4"
17'-4"CLEAR SPAN 512"3'-9"312"DOUBLE 2x12 FOR POINT LOAD ABOVE
2x
1
2
B
L
O
C
K
I
N
G
2x
1
2
x
2
0
'
-
0
"
J
O
I
S
T
@
1
9
.
2
"
O
.
C
.
DO
U
B
L
E
E
V
E
R
Y
O
T
H
E
R
DOUBLE FLUSH BEAM
(DBL 2x12x4'-6")
RR
RR
R
R
R
R
16'-1114"
DR
O
P
P
E
D
B
E
A
M
N
O
T
E
:
(2
)
1
3
4"
x
1
4
"
M
I
C
R
O
L
L
A
M
'
s
(2
)
J
A
C
K
S
T
U
D
S
@
E
A
C
H
E
N
D
2x12x18'-0" JOIST
@ 19.2" O.C.
6'
-
4
1
4"
FL
U
S
H
B
E
A
M
N
O
T
E
:
(3
)
1
3
4"X
1
1
1
4"
L
V
L
W/
(
3
)
J
A
C
K
S
T
U
D
S
A
T
E
A
C
H
E
N
D
2'-0"
(4
)
1
4"
S
T
R
I
P
S
O
F
PL
Y
W
O
O
D
C
U
T
T
O
1
1
1
4"
BL
O
C
K
I
N
G
A
T
E
N
D
S
R2'-81
4"
DOUBLE 2x12x12'-0" JOIST's2x12x16'-0" JOIST @ 19.2" O.C.
9'
-
1
"
JO
I
S
T
M
U
S
T
B
E
NO
T
C
H
E
D
w
/
S
L
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P
E
OF
S
T
A
I
R
S
1
12"
M
I
N
.
B
E
A
R
I
N
G
03 02
REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A5.1
KITCHEN BEYOND INCLUDED DELUXE ARCHED TRIM OPN'G.(OPN'G. FROM FAMILY ROOM INTO KITCHEN)ELEVATION SCALE:021/2" = 1'-0"
EL
E
V
A
T
I
O
N
SC
A
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E
:
04
1/
2
"
=
1
'
-
0
"
DI
N
I
N
G
R
O
O
M
B
E
Y
O
N
D
HA
L
L
BE
Y
O
N
D
VI
E
W
T
O
D
I
N
I
N
G
R
O
O
M
F
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O
M
F
O
Y
E
R
BA
R
R
E
L
V
A
U
L
T
C
L
G
.
6"
R
E
V
E
A
L
B
E
T
W
E
E
N
A
R
C
H
E
S
5
1
4"
C
R
O
W
N
M
O
U
L
D
-
w
/
1
x
C
A
P
-
E
X
T
E
N
D
C
A
P
12"
r=5'-117
8"
7'-5"7"6"
2'-018"
AR
C
H
ARCH
AR
C
H
2040 SH2016 P
60
1
6
P
20
1
6
P
FR
A
M
E
L
E
S
S
G
L
A
S
S
VALVE/MIXERSHOWER HEAD TWO BODY SPRAYS
VA
L
V
E
/
M
I
X
E
R
SE
A
T
SEAT TUB PLATFORM
FR
A
M
E
L
E
S
S
GL
A
S
S
6'-0"
MA
S
T
E
R
B
A
T
H
S
H
O
W
E
R
EL
E
V
A
T
I
O
N
SC
A
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E
:
03
1/2" = 1'-0"5 14" CROWN MOULD 7'-2"612"
1
0
1
8
"
1 01 8"
1'
-
4
3
8"
3'-1"814"
81
4"
4'
-
3
1
4"
81
4"
81
4"
3'
-
1
"
1'
-
4
38"4'-0"2'-0"1'-0"1'-0"1'-0"
REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A6.0
02 06
0708
1
REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE A6.1
1/
2
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GAS DIRECT VENT FP - HEATILATOR NOVUS # ND4236 - RO: 42"w. x 3614"h.R-19 BATT INSULATION 2x6 RAFTERS @ 24" o.c.BRICK AROUND RAFTERS1x8 GUTTER BOARD1x6 LEDGER 2x4 FRAME WALLS @ 16" o.c.18" THERMO-PLY SHT'G.NAIL AND CAULK TOP OF .40 MIL BUTYL TO THERMOPLY SHT'G..40 MIL BUTYL FLASHING:- ON TOP OF T-PLY SHT'G & OVER FLSH'G BRICK VENEER:- WEEPHOLES @ 24" O.C. OVER FP ROOF METAL FLASHING:- SET INTO BRICK & ONTO ROOF MATERIAL 9'-214"2"2x6 RAFTERS @ 24" o.c.1x6 LEDGER18" THERMO-PLY SHT'G.R-13 BATT INSULATION2x4 FRAME WALL @ 16" o.c.BRICK VENEER VENTED SOFFIT 1/2" = 1'-0"SCALE:SECTION ENTERTAINMENT CENTER011/2" = 1'-0"SCALE:02SECTION ENTERTAINMENT CENTER12" x 12" HARDBOARD FRIEZE w/ BRICK LADDER w/ BARGE MOULD W12x22 STEEL BEAM FOR BRICK VENEER1'-138"9'-214"2"12 6 VENTED SOFFIT 5 14" CROWN MOULDING1'-5"10"1'-812"2x4 WALL 1'-138"34"3'-114"34"HARDWOOD FLOORING8'-0"FRAME DIMENSION1'-1"RAISE FIREPLACE 1 14"- USE (2) PIECES OF 58" OSB (FOR CAST MANTEL HEARTH)12" CONCRETE BACKER BOARD BELOW HEARTH1'-2"9"1'-9"CABINET INSTALLER - ADD FRAMING ABOVE BASE CABINET FOR WALL CABINETS (NO DRYWALL NEEDED)6"SEDONA CAST STONE SURROUND
1'-518"2'-11"
ROUGH OPENING
5'-6"
FINISH MANTEL HEIGHT
112"1'-038"
T/
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE FP1
1114"
1'-138"
714"1'-138"8'-10 12"
WALL
9'-5 34"
WALL
4"w. x 6"h. x 6"d.ROUGH SAWN CEDAR BRACKET - ATTACH TO DRYWALL
7'-1114"
FRAME DIMENSION
7'-334"
FINISHED DIMENSION
7"
312"
3'-412"4'-512"FRAME112"13'-1"FRAMECULTURED STONE VENEER
3'
-
5
"
FR
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M
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D
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.
3'-812"
FRAME
6'-714"
CULTURED STONE VENEER BEGIN SLANTING FRAME WALL BACK ON SIDES OF F.P.
6"
6"
3'
-
1
0
"
4" x 12" ROUGH SAWN CEDAR MANTEL - ATTACH TO DRYWALL
4'
-
1
0
"
18" THERMOPLY SHEATHING 3'-7"FRAME8'-0"T/ OF FRAME ARCH2'-114"4'-558"A.
B.
C.
ARCHED OPENING REFER TO DETAIL 3B THIS SHEET FIREPLACE FLUE SETS ABOVE ARCHES & OUT SIDE OF HOME10"6"312"
1'
-
1
1
2"
18'-178"
FRAME
REFER TO ARCH DETAIL 3A THIS SHEET
1'
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6
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512"
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r=2'-65
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3" = 1'-0"ROUGH SAWN CEDAR BRACKET SCALE:046"6"2"4"3"3"r =4"6"4"2"4"4"DETAIL - HEARTH ROOM FIREPLACE
REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE FP2
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE WB1
01
02
03
04
INDIANAPOLIS DIVISION
0507
0608
7'-7" OR 8'-7"
(REFER TO FOUNDATION PLANS)
T/
S
L
A
B
SC
A
L
E
:
BA
S
E
M
E
N
T
W
A
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w
/
B
R
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A
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3/
4
"
=
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-
0
"
WA
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C
T
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-
812"
MIN.
1
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.
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4
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.
C
.
H
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312"112"
T/
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T/
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8'-0" OR 9'-0"
(REFER TO FOUNDATION PLANS)
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2
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B
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B
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SE
C
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4
"
=
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'
-
0
"
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T
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C
T
U
R
A
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&
W
A
T
E
R
R
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P
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L
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T
)
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(S
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N
-
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S
U
L
A
T
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O
N
7'-812" OR 8'-812"
UNBRACED WALL HEIGHT
8'-0" OR 9'-0"
(REFER TO FOUNDATION PLANS)
312"
T/
F
O
O
T
I
N
G
T/
S
L
A
B
SC
A
L
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:
3/
4
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"
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.
C
.
,
V
E
R
T
I
C
A
L
S
P
A
C
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G
2'-0"
MAXIMUM DEPTH
FOR 8" THICK WALL
4"
CU
R
B
T/
F
D
N
.
W
A
L
L
24
"
O
.
C
.
V
E
R
T
.
(
9
C
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S
)
16
"
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5/4 NAILERS:@ 24" O.C. HORIZONTALBRICK WEEPHOLES24" O.C. VERT. (9 BRICK COURSES)16" O.C. HORIZONTAL- w/ METAL WALL TIES @BRICK VENEER:2x4 BLOCKS @ 24" O.C.1x2 NAILERS- 2" WIDE RIPPERS WALL SECTION - 2 STORY BRICK SCALE:3/4" = 1'-0"14"O.H.312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT8'-1" OR 9'-1"- SEE FLOOR PLANS978" or 1178"8'-1"112"PRE-ENGINEERED WOOD @ 24" O.C.ROOF TRUSSES:7/16" O.S.B. ROOF SHEATHING:FIBERGLASS / ASPHALT SHINGLES:- w/ 15# ROOF FELT - w/ PLY-CLIPS 8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)INSULATION BAFFLE T/ FOOTINGT/ SLABT/ FDN. WALL1st FLR. SUBFLR.2nd FLR. SUBFLR.6 MIL POLY VAPOR BARRIERFINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 8 1/2" FROM TOP OF WALL- CONTINUOUS ALONG BAND BOARDS FLASHINGDBL. 2x4 TOP PLATE2x2 NAILERDBL. 2x4 TOP PLATE1x8 GUTTER BOARD:- w/ ALUMINUM GUTTER (STRUCTURAL & WATER REPELLENT) THERMO-PLY SHEATHING(STRUCTURAL & WATER REPELLENT) THERMO-PLY SHEATHING 2x4 FRAME WALL: BATT INSULATION2x4 FRAME WALL: BATT INSULATION 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING- OTHERWISE PROVIDE CONTINUOUSPOUR BASEMENT SLAB BEFORENOTE:BACKFILLINGCONCRETE FOUNDATION WALL:FOUNDATION PLAN- UNLESS NOTED OTHERWISE ONEPERIMETER OF FDN.- CONTINUOUS AROUND - MINIMUM 2" COVERING(2) #4 RE-BARS:BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOINTS.- SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL.- REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED.GRAVEL FILL8"x18" CONCRETE FOOTING:(UNLESS NOTED OTHERWISE)- IN EA. TRUSS SPACE - CONTINUOUS ALONG BAND BOARDS FOR SIZE OF JOISTS2x No. 1 KD SOUTHERN PINE FLOOR JOISTS:- SEE FRAMING PLANS@ 16" OR 19.2" O.C.FOR SIZE OF JOISTS2x No. 1 KD SOUTHERN PINE FLOOR JOISTS:- SEE FRAMING PLANS@ 16" OR 19.2" O.C.T/ 2nd FLR. DBL. TOP 12" DRYWALL 12" DRYWALL 58" T&G O.S.B. SUBFLOOR:- GLUED, NAILED, AND SCREWED T/ 1st FLR. DBL. TOP 12" DRYWALL 12" DRYWALL 34" T&G O.S.B. SUBFLOOR:- GLUED, NAILED, AND SCREWED 10"or 12"1112"or 1312"4" Ø DRAIN TILE:- EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE2x4 PRESSURE-TREATED SILL PLATE:- STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL , TYP.38" SOFFIT:- w/ ALUMINUM VENT @ 48" O.C.158" BARGE MOULD 812"MIN.APPROXIMATE 1" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES,SUCH AS MORTAR PROTRUSION,SQUARENESS OF FOUNDATION,ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES.- w/ WEEP CARDS 3" Ø DRAIN TILE:- THRU FOOTING @ 6'-0" O.C.- PLACE @ BOTTOM OF FT'G.R-38 BLOWN-IN INSULATION - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN NOTE:8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" o.c. & (3) #4 REBARS HORIZONTALLY 9'-0"h. FOUNDATION WALLS - 10"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 19" o.c. & (4) #4 REBARS HORIZONTALLY FOR 8' & 9' WALL HEIGHTS:ONE HORIZ. BAR SHALL BE WITHIN THE TOP 24", ONE IN THE BOTTOM 24" w/ THE REMAINING BARS EQUALLY SPACED, MIN. 2" CONCRETE COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARSNOTE:BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES PER PLAN - SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO 8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS VERTICAL #4 RE-BARS @ 18" O.C., VERTICAL SPACING - MAINTAIN MINIMUM 2" COVER - EXTEND 18" BELOW BTM/ CURB412"1'-0" O.H.(UNLESS OTHERWISE NOTED ON PLANS)6" HEEL CUT (UNLESS OTHERWISENOTEDON PLANS)1 "M I N .12" x 912" HARDBOARD FRIEZE:- TRIM TO MATCH WINDOW HEADER HEIGHTS - EXTEND 412"R-15HD BATT INSULATION:- w/ R-15HD KRAFT FACED- w/ R-15HD KRAFT FACED R-15HD BATT INSULATION:04-05-12 04-05-1204-05-12 04-05-12
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8'-658" OR 9'-658" (2x12's)
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8'-378"± OR 9'-378"± (2x12's)
-SEE EXTERIORS, SHEET A1.0
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C
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BA
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B
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A
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A
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DB
L
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2
x
4
T
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(S
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C
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&
W
A
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)
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A
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B
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8"
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BA
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C
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(2
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#
4
R
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-
B
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BI
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,
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C
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(
2
)
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8"
x
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(U
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12"
D
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D
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4"
T
&
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10"
or 12"
1112"
or 1312"
2x
4
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D
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w
/
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T
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C
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A
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M
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4
"
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T
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:
8'
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P
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#
4
R
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@
22
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c
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&
(
3)
#
4
R
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A
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9'
-
0
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h
.
F
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A
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1
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t
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P
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#
4
R
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A
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A
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@
19
"
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c
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&
(
4)
#
4
R
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B
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L
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FO
R
8
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&
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:
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4
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O
8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS
VE
R
T
I
C
A
L
#
4
R
E
-
B
A
R
S
@
1
8
"
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C
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,
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A
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2
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1'
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N
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S
S
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H
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W
I
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NO
T
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D
ON
P
L
A
N
S
)
6" HEEL CUT
(UNLESS
OTHERWISE
NOTED
ON PLANS)
1
2"
x
9
1
2"
H
A
R
D
B
O
A
R
D
F
R
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E
:
-
T
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M
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H
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A
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H
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R-
1
5
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B
A
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A
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N
:
-
w
/
R
-
1
5
H
D
K
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A
F
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A
C
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D
-
w
/
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1
5
H
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A
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1
5
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B
A
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A
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:
04
-
0
5
-
1
2
04
-
0
5
-
1
2
04
-
0
5
-
1
2
04
-
0
5
-
1
2
SC
A
L
E
:
WA
L
L
S
E
C
T
I
O
N
-
L
O
W
B
R
I
C
K
/
S
I
D
I
N
G
3/
4
"
=
1
'
-
0
"
812"
MIN.4'-8"234"±
1 "
978" or
1178"8'-1"
PR
E
-
E
N
G
I
N
E
E
R
E
D
W
O
O
D
@
2
4
"
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:
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1
6
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A
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A
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H
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:
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w
/
1
5
#
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M I N .
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A
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4
F
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F
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D
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T
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12"
D
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A
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12"
D
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W
A
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5
8"
T
&
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B
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B
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8'-1" OR 9'-1"
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112"
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8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS
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04
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04
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1
2
REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE WS-B1
03
06
0908
0
5
0
2
01
07
0
4
BRICK VENEER @ BAND BOARD SCALE:3" = 1'-0"2"(MIN.)358"1"18"312"814"BRICK VENEER - 24" O.C. VERT. (9 COURSES)- 16" O.C. HORIZONTALMETAL WALL TIES:THERMO-PLY SHEATHING DOUBLE 2x4 TOP PLATE THERMO-PLY SHEATHINGAIR SPACE, TYPICAL @ SECOND FLOOR NOTE:SECOND FLR THERMO-PLY SHT'G TO OVERLAP FIRST FLR THERMO-PLY SHT'G 2" MINIMUM.@ FIRST FLOOR SECTION DETAIL8" @ 2x10's 6" @ 2x12'sHOLD T/POLY FLASH'G AT:8" OFF T/SUBFLOOR FOR 2x10 JSTS.6" OFF T/SUBFLOOR FOR 2x12 JSTS APPROVED FASTENER @ 12"o.c. IN BTM 1/3 OF BAND BD.APPROVED FASTENER @ 3"o.c., TYPICALAPPROVED FASTENER @ 3"o.c., TYPICAL 24" POLY FLASHING @ SECOND FLR. BAND BD.- EXTEND PAST BTM. OF 2nd FLR.SHT'G, TYPICAL
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Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE WS-B2
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NOTE:HOLD FLASHING & CULTURED STONE DOWN 7" FROM T/ FDN.- TYPICAL2x2 NAILERS - w/ 7/16" OSB BACK-UP CULTURED STONE VENEER SCRATCH COATMETAL LATHE - w/ ASPHALT IMPREGNATED MEMBRANE - INSTALLED w/ NAILS WHICH PENETRATE THE STUD A MINIMUM OF 1" EVERY 6" o.c. VERTICAL & 16" o.c. HORIZONTAL (NAIL INTO EVERY STUD)312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT8'-1" OR 9'-1"- SEE FLOOR PLANS978" or 1178"8'-1"112"PRE-ENGINEERED WOOD @ 24" O.C.ROOF TRUSSES:7/16" O.S.B. ROOF SHEATHING:FIBERGLASS / ASPHALT SHINGLES:- w/ 15# ROOF FELT - w/ PLY-CLIPS R-38 BLOWN-IN INSULATION 8'-0" OR 9-0"(REFER TO FOUNDATION PLANS)INSULATION BAFFLE T/ FOOTINGT/ SLABT/ FDN. WALL1st FLR. SUBFLR.2nd FLR. SUBFLR.FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 7"FROM TOP OF WALL- CONTINUOUS ALONG BAND BOARDS FLASHINGDBL. 2x4 TOP PLATE2x2 NAILERDBL. 2x4 TOP PLATE1x8 GUTTER BOARD:- w/ ALUMINUM GUTTER WALL SECTION - CULTURED STONE SCALE:3/4" = 1'-0"(STRUCTURAL & WATER REPELLENT) THERMO-PLY SHEATHING(STRUCTURAL & WATER REPELLENT) THERMO-PLY SHEATHING 2x4 FRAME WALL: BATT INSULATION2x4 FRAME WALL: BATT INSULATION 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING- OTHERWISE PROVIDE CONTINUOUSPOUR BASEMENT SLAB BEFORENOTE:BACKFILLINGCONCRETE FOUNDATION WALL:FOUNDATION PLAN- UNLESS NOTED OTHERWISE ONEPERIMETER OF FDN.- CONTINUOUS AROUND - MINIMUM 2" COVERING(2) #4 RE-BARS:BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOINTS.- SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL.- REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED.GRAVEL FILL8"x18" CONCRETE FOOTING:(UNLESS NOTED OTHERWISE)- IN EA. TRUSS SPACE - CONTINUOUS ALONG BAND BOARDS FOR SIZE OF JOISTS2x No. 1 KD SOUTHERN PINE FLOOR JOISTS:- SEE FRAMING PLANS@ 16" OR 19.2" O.C.FOR SIZE OF JOISTS2x No. 1 KD SOUTHERN PINE FLOOR JOISTS:- SEE FRAMING PLANS@ 16" OR 19.2" O.C.T/ 2nd FLR. DBL. TOP 12" DRYWALL 12" DRYWALL 58" T&G O.S.B. SUBFLOOR:- GLUED, NAILED, AND SCREWED T/ 1st FLR. DBL. TOP 12" DRYWALL 34" T&G O.S.B. SUBFLOOR:- GLUED, NAILED, AND SCREWED 10"or 12"1112"or 1312"3" Ø DRAIN TILE:- THRU FOOTING @ 6'-0" O.C.- PLACE @ BOTTOM OF FT'G.2x4 PRESSURE-TREATED SILL PLATE:- STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL , TYP.38" SOFFIT:- w/ ALUMINUM VENT @ 48" O.C.158" BARGE MOULD 812"MIN.- UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 12" DRYWALLCULTURED STONE VENEER SCRATCH COAT 6 MIL POLY VAPOR BARRIER4" Ø DRAIN TILE:- EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASENOTE:8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" o.c. & (3) #4 REBARS HORIZONTALLY 9'-0"h. FOUNDATION WALLS - 10"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 19" o.c. & (4) #4 REBARS HORIZONTALLY FOR 8' & 9' WALL HEIGHTS:ONE HORIZ. BAR SHALL BE WITHIN THE TOP 24", ONE IN THE BOTTOM 24" w/ THE REMAINING BARS EQUALLY SPACED, MIN. 2" CONCRETE COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARSNOTE:BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES PER PLAN - SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO 8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS1"M I N .1'-0" O.H.(UNLESS OTHERWISE NOTED ON PLANS)6" HEEL CUT (UNLESS OTHERWISENOTEDON PLANS)12" x 912" HARDBOARD FRIEZE:- TRIM TO MATCH WINDOW HEADER HEIGHTS - EXTEND 2"R-15HD BATT INSULATION:- w/ R-15HD KRAFT FACED- w/ R-15HD KRAFT FACED R-15HD BATT INSULATION:04-05-12 04-05-1204-05-12 04-05-12
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.
2
"
O
.
C
.
T/
2
n
d
F
L
R
.
D
B
L
.
T
O
P
12"
D
R
Y
W
A
L
L
12"
D
R
Y
W
A
L
L
5
8"
T
&
G
O
.
S
.
B
.
S
U
B
F
L
O
O
R
:
-
G
L
U
E
D
,
N
A
I
L
E
D
,
A
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D
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C
R
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W
E
D
T/
1
s
t
F
L
R
.
D
B
L
.
T
O
P
12"
D
R
Y
W
A
L
L
12"
D
R
Y
W
A
L
L
3
4"
T
&
G
O
.
S
.
B
.
S
U
B
F
L
O
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R
:
-
G
L
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E
D
,
N
A
I
L
E
D
,
A
N
D
S
C
R
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W
E
D
10"
or 12"
1112"
or 1312"
3"
Ø
D
R
A
I
N
T
I
L
E
:
-
T
H
R
U
F
O
O
T
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@
6
'
-
0
"
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.
C
.
-
P
L
A
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@
B
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.
2x
4
P
R
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-
T
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A
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D
SI
L
L
P
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:
-
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A
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L
L
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A
L
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R
T
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I
L
L
,
T
Y
P
.
3
8"
S
O
F
F
I
T
:
-
w
/
A
L
U
M
I
N
U
M
V
E
N
T
@
4
8
"
O
.
C
.
15
8"
B
A
R
G
E
M
O
U
L
D
-
U
N
L
E
S
S
N
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T
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D
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T
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W
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P
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A
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-
U
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D
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T
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W
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A
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-
U
N
L
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S
N
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T
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D
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T
H
E
R
W
I
S
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P
L
A
N
6
M
I
L
P
O
L
Y
V
A
P
O
R
BA
R
R
I
E
R
4"
Ø
D
R
A
I
N
T
I
L
E
:
-
E
A
.
S
I
D
E
O
F
F
O
O
T
I
N
G
-
w
/
G
R
A
V
E
L
F
I
L
L
-
P
I
P
E
T
O
D
A
Y
L
I
G
H
T
312"
T
H
I
C
K
C
O
N
C
R
E
T
E
SL
A
B
-
O
N
M
I
N
.
4
"
G
R
A
V
E
L
B
A
S
E
NO
T
E
:
8'
-
0
"
h
.
F
O
U
N
D
A
T
I
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N
W
A
L
L
S
-
8
"
t
h
k
.
W
A
L
L
S
-
P
R
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V
I
D
E
#
4
R
E
B
A
R
S
S
P
A
C
E
D
V
E
R
T
I
C
A
L
L
Y
@
22
"
o
.
c
.
&
(
3)
#
4
R
E
B
A
R
S
H
O
R
I
Z
O
N
T
A
L
L
Y
9'
-
0
"
h
.
F
O
U
N
D
A
T
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N
W
A
L
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S
-
1
0
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t
h
k
.
W
A
L
L
S
-
P
R
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V
I
D
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#
4
R
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B
A
R
S
S
P
A
C
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D
V
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T
I
C
A
L
L
Y
@
19
"
o
.
c
.
&
(
4)
#
4
R
E
B
A
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S
H
O
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I
Z
O
N
T
A
L
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FO
R
8
'
&
9
'
W
A
L
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H
E
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S
:
ON
E
H
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Z
.
B
A
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S
H
A
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B
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WI
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T
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P
2
4
"
,
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TH
E
B
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2
4
"
w
/
T
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M
A
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Q
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A
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2
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C
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B
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NO
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:
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A
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S
P
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C
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F
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C
I
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F
O
8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS
NO
T
E
:
HO
L
D
F
L
A
S
H
I
N
G
&
C
U
L
T
U
R
E
D
ST
O
N
E
D
O
W
N
7
"
F
R
O
M
T
/
F
D
N
.
-
T
Y
P
I
C
A
L
CU
L
T
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SC
R
A
T
C
H
C
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T
A
L
L
A
T
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-
w
/
A
S
P
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A
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T
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M
P
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N
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D
M
E
M
B
R
A
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E
-
I
N
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A
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D
w
/
N
A
I
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H
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C
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P
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T
R
A
T
E
T
H
E
S
T
U
D
A
M
I
N
I
M
U
M
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F
1
"
E
V
E
R
Y
6
"
o
.
c
.
V
E
R
T
I
C
A
L
&
1
6
"
o
.
c
.
H
O
R
I
Z
O
N
T
A
L
(
N
A
I
L
I
N
T
O
E
V
E
R
Y
S
T
U
D
)
SC
R
E
E
D
w
/
W
E
E
P
H
O
L
E
S
1
1
/
2
"
x
3
"
M
E
T
A
L
D
R
I
P
F
L
A
S
H
I
N
G
w/
1
"
H
E
M
,
T
Y
P
.
-
S
E
T
I
N
B
E
D
O
F
S
E
A
L
A
N
T
-
N
A
I
L
&
C
A
U
L
K
T
O
S
H
E
A
T
H
I
N
G
-
U
S
E
1
"
R
O
O
F
I
N
G
N
A
I
L
S
@
E
A
.
S
T
U
D
2
1
/
4
"
h
.
x
2
3
/
4
"
w
.
C
A
S
T
S
T
O
N
E
S
I
L
L
,
T
Y
P
.
-
P
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J
E
C
T
B
T
M
.
3
/
4
"
±
-
S
L
O
P
E
3
/
8
"
M
I
N
.
T/
W
I
N
D
O
W
812"
MIN.
8'-458" OR 9'-458" (2x10's)
8'-658" OR 9'-658" (2x12's)
8'-178"± OR 8'-178"± (2x10's)
8'-378"± OR 9'-378"± (2x12's)
-SEE EXTERIORS, SHEET A1.0
234"±1'
-
0
"
O
.
H
.
(U
N
L
E
S
S
OT
H
E
R
W
I
S
E
NO
T
E
D
ON
P
L
A
N
S
)
6" HEEL CUT
(UNLESS
OTHERWISE
NOTED
ON PLANS)
12"
x
9
12"
H
A
R
D
B
O
A
R
D
F
R
I
E
Z
E
:
-
T
R
I
M
T
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A
T
C
H
W
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D
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W
HE
A
D
E
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H
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G
H
T
S
R-
1
5
H
D
B
A
T
T
I
N
S
U
L
A
T
I
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N
:
-
w
/
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-
1
5
H
D
K
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A
F
T
F
A
C
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D
-
w
/
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-
1
5
H
D
K
R
A
F
T
F
A
C
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D
R-
1
5
H
D
B
A
T
T
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N
S
U
L
A
T
I
O
N
:
04
-
0
5
-
1
2
04
-
0
5
-
1
2
04
-
0
5
-
1
2
04
-
0
5
-
1
2
1 "
312"7'-812" OR 8'-812"
UNBRACED WALL HEIGHT
8'-1" OR 9'-1"
- SEE FLOOR PLANS
978" or
1178"8'-1"
112"
PR
E
-
E
N
G
I
N
E
E
R
E
D
W
O
O
D
@
2
4
"
O
.
C
.
RO
O
F
T
R
U
S
S
E
S
:
7/
1
6
"
O
.
S
.
B
.
R
O
O
F
S
H
E
A
T
H
I
N
G
:
FI
B
E
R
G
L
A
S
S
/
A
S
P
H
A
L
T
S
H
I
N
G
L
E
S
:
-
w
/
1
5
#
R
O
O
F
F
E
L
T
-
w
/
P
L
Y
-
C
L
I
P
S
R-
3
8
B
L
O
W
N
-
I
N
I
N
S
U
L
A
T
I
O
N
8'-0" OR 9-0"
(REFER TO FOUNDATION PLANS)
IN
S
U
L
A
T
I
O
N
B
A
F
F
L
E
M I N .
T/
F
O
O
T
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N
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T/
S
L
A
B
T/
F
D
N
.
W
A
L
L
1s
t
F
L
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B
F
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2n
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S
U
B
F
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.
FI
N
I
S
H
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A
D
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-
V
A
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E
E
X
T
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S
,
S
H
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T
#
A
1
.
0
-
H
O
L
D
D
O
W
N
M
I
N
.
8
1
/
2
"
FR
O
M
T
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P
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F
W
A
L
L
-
C
O
N
T
I
N
U
O
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A
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G
BA
N
D
B
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A
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FL
A
S
H
I
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HO
R
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D
I
N
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DB
L
.
2
x
4
T
O
P
P
L
A
T
E
2x
2
N
A
I
L
E
R
DB
L
.
2
x
4
T
O
P
P
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A
T
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HO
R
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A
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S
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"J
"
C
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A
N
N
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L
w
/
1x
8
G
U
T
T
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R
B
O
A
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D
:
-
w
/
A
L
U
M
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L
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C
T
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-
L
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T
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N
E
/
S
I
D
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G
SC
A
L
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:
3/
4
"
=
1
'
-
0
"
(S
T
R
U
C
T
U
R
A
L
&
W
A
T
E
R
R
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P
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L
L
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N
T
)
TH
E
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M
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-
P
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A
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(S
T
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C
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A
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&
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A
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)
TH
E
R
M
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P
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S
H
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A
T
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I
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G
2x
4
F
R
A
M
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W
A
L
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:
B
A
T
T
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N
S
U
L
A
T
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2x
4
F
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A
M
E
W
A
L
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:
B
A
T
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N
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L
A
T
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N
8"
T
H
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C
A
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-
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A
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2x
4
K
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M
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A
B
B
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F
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NO
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:
BA
C
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F
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CO
N
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F
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:
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.
-
C
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T
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-
M
I
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I
M
U
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2
"
C
O
V
E
R
I
N
G
(2
)
#
4
R
E
-
B
A
R
S
:
BI
T
U
M
I
N
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A
S
P
H
A
L
T
A
L
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W
A
L
L
TI
E
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,
C
O
N
T
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O
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J
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I
N
T
S
,
&
C
O
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D
JO
I
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S
.
-
S
P
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A
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A
P
P
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(
2
)
C
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A
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BI
T
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D
A
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BE
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I
F
RE
Q
U
I
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D
.
GR
A
V
E
L
F
I
L
L
8"
x
1
8
"
C
O
N
C
R
E
T
E
F
O
O
T
I
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:
(U
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE WS-C1
03
06
08
0
5
0
2
01
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4
METAL LATHE - w/ ASPHALT IMPREGNATED MEMBRANE - INSTALLED w/ NAILS WHICH PENETRATE THE STUD A MINIMUM OF 1" EVERY 6" o.c. VERTICAL & 16" o.c. HORIZONTAL (NAIL INTO EVERY STUD)SCRATCH COAT CULTURED STONE @ BAND BOARD SCALE:3" = 1'-0"SECTION DETAIL2"(MIN.)18"312"358"8" @ 2x10's 6" @ 2x12's THERMO-PLY SHEATHING DOUBLE 2x4 TOP PLATE THERMO-PLY SHEATHING@ SECOND FLOOR NOTE:SECOND FLR THERMO-PLY SHT'G TO OVERLAP FIRST FLR THERMO-PLY SHT'G 2" MINIMUM.@ FIRST FLOORCULTURED STONE VENEER TYPICALAPPROVED FASTENER @ 3"o.c., TYPICALHOLD T/ POLY FLASH'G AT:8" OFF T/ SUBFLOOR FOR 2x10 JSTS.6" OFF T/ SUBFLOOR FOR 2x12 JSTS APPROVED FASTENER @ 12"o.c. IN BTM 1/3 OF BAND BD.APPROVED FASTENER @ 3"o.c., TYPICAL24" POLY FLASHING @ SECOND FLR. BAND BD.- EXTEND PAST BTM OF 2nd FLR SHT'G, TYPICAL
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE WS-C2
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE D1.0
02WINDOW JAMB @ HORIZONTAL SIDING SCALE:HORIZONTAL SIDING, TYPICAL J-CHANNEL TRIM, TYPICAL PLAN DETAIL'SONOLASTIC NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE.- SMOOTH w/ APPLICATOR - INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G.03WINDOW SILL @ HORIZONTAL SIDING SCALE:'SONOLASTIC NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE.- SMOOTH w/ APPLICATOR - INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G.WATER DIVERTER, TYPICAL:- EXTEND TO 2" BEYOND EA. SIDE OF WINDOW - REFER TO DTL. THIS SHT.
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Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE D2.0
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE D2.1
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-
12"
A
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(
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23
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12"
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21
4"
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12"
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(
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23
4"
B
E
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE D3.0
11
4"
312"
14"
11
4"
11
4"
12"
SC
A
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:
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SCALE:WINDOW SILL TRIM DETAIL03INTERIOR TRIM WINDOW PACKAGE 1
SC
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SCALE:WINDOW JAMB TRIM DETAIL02INTERIOR TRIM WINDOW PACKAGE 1
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:
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E
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10
3"
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"
IN
T
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2
SCALE:WINDOW HEAD TRIM DETAIL01INTERIOR TRIM WINDOW PACKAGE 1
14"
14"
312"
14"
1x
4
M
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2
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23
4"
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DR
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A
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POLY SILLDRYWALL RETURNPOLY SILLDRYWALL RETURNDRYWALL RETURN
1"
1
x
6
M
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S
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w
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6
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EXTEND POLY SILL AN ADDITIONAL 2" w/ 2x6 FRAME WALL - REFER TO FLOOR PLANS FOR LOCATION
E
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21
4"
C
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3"
=
1
'
-
0
"
3"
=
1
'
-
0
"
3" = 1'-0"3" = 1'-0"
3"
=
1
'
-
0
"
3"
=
1
'
-
0
"
3"
=
1
'
-
0
"
3"
=
1
'
-
0
"
3"
=
1
'
-
0
"
3"
=
1
'
-
0
"
3" = 1'-0"
23
4"
B
E
A
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A
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23
4"
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23
4"
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1
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2
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EXTEND POLY SILL AN ADDITIONAL 2" w/ 2x6 FRAME WALL - REFER TO FLOOR PLANS FOR LOCATION
21
4"
B
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE D3.1
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NAILING PATTERN NOTE:2" x 6d GALVANIZED NAILS TO BE 6" o.c. ON PERIMETER and 12" o.c. IN THE FIELD - KEEP FASTENERS 2" AWAY FROM CORNERS & 38" MIN. FROM EDGE OF PANEL NAILING PATTERN NOTE:2" x 6d GALVANIZED NAILS TO BE 6" o.c. ON PERIMETER and 12" o.c. IN THE FIELD - KEEP FASTENERS 2" AWAY FROM CORNERS & 38" MIN. FROM EDGE OF PANELNOTE: PROVIDE STUD DIRECTLY BEHIND PANEL JOINT / 'H' STRIP CONNECTOR NOTE: PROVIDE STUD DIRECTLY BEHIND BATTEN / BUTT JOINT
REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE D4.0
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2" x 3" METAL DRIP FLASHING, TYP.- w/ 1" HEM - NAIL & CAULK TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 214" x 5" LIMESTONE SILL, TYP.- PULL BTM. 1"±- SLOPE 14" MIN.01SCALE:BRICK VENEER, TYPICAL 3" = 1'-0"HARDIPANEL, TYPICAL - HOLD OFF T/ SILL 1"±1"±14"MIN.1"±2"3"115°2"3"- CULTURED STONE VENEER112" x 3" METAL DRIP FLASHING, TYP.- w/ 1" HEM - NAIL & CAULK TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 214" x 234" LIMESTONE SILL, TYP.- PULL BTM. 34"±- SLOPE 14" MIN.02SCALE:SECTION - HARDIPANEL @ LIMESTONE SILL CULTURED STONE VENEER, TYPICAL 3" = 1'-0"HARDIPANEL, TYPICAL - HOLD OFF T/ SILL 1"±34"±14"MIN.1"±112"3"112"3"115°- BRICK VENEERSECTION - HARDIPANEL @ LIMESTONE SILL
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NOTE:HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. (HORIZONTALLY)NOTE:HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. (HORIZONTALLY)
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REASON FOR PLOT:PLOT DATE:
Job No.Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.C FISCHER SINGLE FAMILY HOMES II, LLC.6602 EAST 75TH STREET, SUITE 400 INDIANAPOLIS, IN 46250 PH (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.HOME TYPE:PLAN NO.EXTERIOR:
3/7/2012 4:55 PM SIGNOFF
OBF-0093760 DUNELLEN CIRCLENOTTOWAYG800FRENCH COUNTRY OVERBROOK FARMS CARMEL, IN 46074 009 859.344.3111---- GRAND ESTATE D4.1
Model Home Exterior
Model Home Exterior
Model Home Interior
Model Home Interior
Model Home Interior
Model Home Interior
Model Home Interior
Model Home Interior
Model Home Interior
Model Home Interior
Model Home Interior
Model Home Interior
Model Home Interior
Model Home Interior
Model Home Interior
City of C armel Ma p
Basema p informatio n here
Au gu st 14 , 20 15 0 0.0 2 0.040.0 1 mi
0 0.03 0.0 60.0 15 km
1:1,20 0
±
City of C armel Ma p
Basema p informatio n here
Au gu st 14 , 20 15 0 0.0 2 0.040.0 1 mi
0 0.03 0.0 60.0 15 km
1:1,20 0
±
CONSULTING ENGINEERS
L A n U J U K Y t T U K J
7965 East 106th Street • Fishers, IN 46038
(317) 849 -5935 • FAX: (317) 849 -5942
BENCHMARK
TOP OF CASTING = 911.23
THE FISCHER GROUP
2670 CHANCELOR DRIVE. SUITE 300
CRESTMEW HILLS, KY 41017
LOT 9
OVERBROOK FARMS
SECTION ONE
INST. #200600061278
P.C. #4, SLIDE #161
C.O.C. INSTR. #(UNKNOWN)
ZONING: S1 /ROSO
3' MINIMUM SIDE YARD
6' MINIMUM BETWEEN STRUCTURES
0' MINIMUM REAR YARD
CONTROL 165972 FIS
3760 DUNELLEN CIRCLE
CARMEL, IN 46074
1.5 1" = 30'
LOT AREA: 25,928 Sq. Ft.
/T.C.= 913.94
AS BUILT
00000, .000"
000000 LEGEND:
E 99.99 EXISTING GRADE
/ P 99.99 PROPOSED GRADE
S.S.D. _
_ SUB - SURFACE DRAIN
SANITARY SEWER
STORM SEWER
W
WATER MAIN
W
3/4" WATER CONNECTION
• SANITARY MANHOLE
(J STORM MANHOLE
■ CURB INLET
7; FIRE HYDRANT
wv
X WATER GATE VALVE
D. &U.E. DRAINAGE & UTILITY EASEMENT
B.S.L. BUILDING SETBACK LINE
C.A. COMMON AREA
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
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NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
08/09/12 FDA
"HOLEY MOLEY SEZ°
"DON'T DIG BLIND"
CALL TWO WORKING DAYS BEFORE YOU DIG.
IT'S THE LAW
1- 800 - 382 -5544