HomeMy WebLinkAbout223 Route 6A - Proposed SectionsTof 2 IT
6 To PI
Elev. 32'-10 12"
I
LL:
vi
io c
w
m iu
O
a:
To of a
Elev.2424131/02"
L New 4" Concrete Slab —/
10" concrete foundation
wait (typ.) w/ 244 top
and bottom and
2x4 key @ bottom.
20" wide x 10" thick
footing with 244
continuous bottom
Section A
Scale: 114" = V-0"
2x12 ledger
N 61
Secure w/ 2 rows
cy
1/2" diameter Lag
r
: Bolts @ 16" O.C.
Membrane Roof on and 16" D nails
Tapered Insulation (2 rows @ 8" O.C.)
Tof 2 IT
6 To PI
Elev. 32'-10 12"
I
LL:
vi
io c
w
m iu
O
a:
To of a
Elev.2424131/02"
L New 4" Concrete Slab —/
10" concrete foundation
wait (typ.) w/ 244 top
and bottom and
2x4 key @ bottom.
20" wide x 10" thick
footing with 244
continuous bottom
Section A
Scale: 114" = V-0"
'
n
Elev. 32 -10 (V.LF.)
Pilaster
;
Typ, Ext. Wall Construction:
W
s,�
Beyond
PORCH
I,o
T
rn N
3
518" T 'X' Blueboard
YPe.
SkimcoatPlaster
"
y
y
=
i
(4)2x4 PostADDITION'_
TAVERN ADDITION
N
TAVERN
Nv
w/l/8 .:
a
.i7
•~
109
cont down
W 12 x
40 {
>
x :
_
6 mu. Poly. Vapor Banter
Y Pa
O
v
'
m
to Fndn. -
107
m
-
107
w
2x6 Studs @ 16 O.C.
a
_
,tely�
O
1
CL o f
_
o f
'ro
R-19 Fiberglass Insulation
Post P-1
m
�
12 CDX Plywd. Sheathing
+
t'
�v
er+—
(Not Seen)
+
i-
"T ek" or . Air Infiltration Bar ier
�
_Fxpans
RC Shingles to match exist. exposures.
: 0�0
--=-------
T.O.ave afl
C�.
Z
X�
2x12 FloorJoists @ 12" O.C.
Elev. 24 -6 (V.LF.) ":
A
;
-
Post P-1 BEYOND: HHS 3"x3"x1/4"
_. ;.: s
z "r
:.:
" „
with 1/2 -x 10 x10 top plate and
2x12 Ledger Bolted to Sill
g-71
'
;r
� „
3/4 x 4 x 12 base late or
i
wl2 rows 518 diameter
LL
3/4 x 8 x 12 base plate @ perimeter wall
"
La Bolts 16" O.C.
g @
-
j
i.
EXISTING BASEMENT
NEW BASEMENT