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APPROVED FASTENER
PER
7/16" O.S.B. ROOF
@ 3" o.c., TYP.
PLAN
SHEATHING
1x8 RAKE BOARD
Z
GABLE w/ STUDS
GABLE EXTENSION:
NOTE:
@ 16" o.c.
- 2x6 BLOCKS @ 24" o.c.
NOTE:
PRE - ENGINEERED WD.
ON lx6's
o
ROOF TRUSSES:
3/8" SOFFIT
�� U�J
@ 24" o.c.
15 /a" BARGE MOULD
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- w/ PLY -CLIPS
2" MINIMUM.
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R -38 BLOWN -IN INSUL.
1x8 GABLE FRIEZE:
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- UNLESS NOTED
- ON 1x6 BACK -UP
�� ,(J U C
OTHERWISE ON PLAN
THERMO -PLY SHEATHING:
(r��� r� �
OTHERWISE ON PLAN
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G
>�� J )
J ru � L
%" DRYWALL
2" MINIMUM.
�
1/2" DRYWALL
HORIZONTAL SIDING:
SIDED GABLE / END WALL
1/2" DRYWALL
- NO ]-CHANNEL @ GABLE FRIEZE BOARD
GABLE / END WALL w/ DBL RAKE
SCALE:
- REFER TO NOTES ON SECTIONS
3/4" = V -0"
DBL. 2x4 TOP PLATE
SECTION - SIDED
08SCALE:
GABLE w/ EXTENDED RAKE
SHEATHING
1x8 RAKE BOARD
3/4" = V -0"
APPROVED FASTENER
—'�
7/16" O.S.B. ROOF
@ 3" o.c., TYP.
PRE- ENGINEERED WOOD
7/16" O.S.B. ROOF
1x8 RAKE BOARD
Z
SHEATHING
o
o
NOTE:
GABLE w/ STUDS
2x6 BACK -UP
NOTE:
@ 16" o.c.
1x6 BACK -UP
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PRE - ENGINEERED WD.
ROOF TRUSSES:
& WATER REPELLENT)
�� U�J
@ 24" O.C.
1X8 GABLE FRIEZE
i J U J
�n�
- w/ PLY -CLIPS
2" MINIMUM.
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R -38 BLOWN -IN INSUL.
THERMO -PLY SHEATHING:
(STRUCTURAL & WATER REPELLENT)
rQ �.(
J �J g�`)�
- UNLESS NOTED
OTHERWISE ON PLAN
- GABLE SHT'G TO OVERLAP WALL SHT'G
_ ��� L
- UNLESS NOTED
2" MINIMUM.
PLAN FOR SPECIFIC INFO
OTHERWISE ON PLAN
HORIZONTAL SIDING
Of
a
%" DRYWALL
- NO J- CHANNEL @ GABLE FRIEZE BOARD
I
1/2" DRYWALL
- REFER TO NOTES ON SECTIONS
SIDED GABLE / END WALL
DBL. 2x4 TOP PLATE
07SECTION - SIDED
GABLE / END WALL w/ DBL RAKE
SCALE:
APPROVED FASTENER
3/4" = V -0"
1x8 RAKE BOARD
—'�
7/16" O.S.B. ROOF
03 T/ FDN. WALL
PRE- ENGINEERED WOOD
SHEATHING
1x6 BACK -UP
Z
GABLE w/ STUDS
o
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NOTE:
@ 16" O.C.
y/ 0
= U ' a/
NOTE:
PRE - ENGINEERED WD.
THERMO -PLY SHEATHING: (STRUCTURAL
o
ROOF TRUSSES:
& WATER REPELLENT)
�� U�J
@ 24" O.C.
-GABLE SHT'G TO OVERLAP WALL SHT'G
���
- w/ PLY -CLIPS
2" MINIMUM.
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PER PLAN
l(
J?�
R -38 BLOWN -IN INSUL.
- SEE NOTES ON FOUNDATION
r� L
- UNLESS NOTED
HORIZONTAL SIDING
PLAN FOR SPECIFIC INFO
OTHERWISE ON PLAN
Of
a
%" DRYWALL
I
DBL. 2x4 TOP PLATE
06 SECTION -
SIDED GABLE / END WALL
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SCALE:
- 8 "thk. WALLS
3/4" = 1' 0"
APPROVED FASTENER
PER
7/16" O.S.B. ROOF
@ 3" o.c., TYP.
PLAN
SHEATHING
1x8 RAKE BOARD
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Luui >
GABLE w/ STUDS
U_
2"
@ 16" o.c.
GABLE EXTENSION:
z
9' -0 "h. FOUNDATION WALLS
- 2x6 BLOCKS @ 24" o.c.
PRE - ENGINEERED WD.
ON lx6's
a
J
ROOF TRUSSES:
aQ
- PROVIDE #4 REBARS SPACED °'
@ 24" o.c.
3/8" SOFFIT
Ln
VERTICALLY @ 19" o.c. & (4) o
1 5/8" BARGE MOULD
Lu
Y
R -38 BLOWN -IN INSUL.
#4 REBARS HORIZONTALLY
°
- UNLESS NOTED
1x8 GABLE FRIEZE:
� C
r;� U
OTHERWISE ON PLAN
- ON 2" WIDE 5/4 NAILERS
M
ONE HORIZ. BAR SHALL BE
THERMO -PLY SHEATHING:
C
�
(STRUCTURAL & WATER REPELLENT)
z °J°
��;','T
- GABLE SHT'G TO OVERLAP WALL SHT'G
THE BOTTOM 24" w/ THE
2" MINIMUM.
o
CULTURED STONE VENEER:
Lu
1/2" DRYWALL
- REFER TO NOTES ON SECTIONS
SPACED, MIN. 2" CONCRETE
DBL. 2x4 TOP PLATE
05SECTION -
STONE GABLE w/ EXTENDED RAKE
SCALE:
DBL. 2x4 TOP PLATE
3/4" = V -0"
APPROVED FASTENER
2"
7/16" O.S.B. ROOF
@ 3" o.c., TYP.
a
SHEATHING
1x8 RAKE BOARD
- w/ ALUMINUM VENT @ 48" O.C.
GABLE w/ STUDS
4" 0 DRAIN TILE:
U-
@ 16" o.c.
GABLE EXTENSION:
- EA. SIDE OF FOOTING
15/8" BARGE MOULD
- ON 2" WIDE 5/4 NAILERS
w
PRE - ENGINEERED WD.
SPACED, MIN. 2" CONCRETE
ROOF TRUSSES:
1/" x 12" HARDBOARD
z
@ 24" o.c.
COVER BTWN INSIDE FACE OF
O
Q
R -38 BLOWN -IN INSUL.
LL
O
FRIEZE: - TRIM TO MATCH
- UNLESS NOTED
U
—(-J- L
OTHERWISE ON PLAN
THERMO -PLY SHEE
(STRUCTURAL & VV
- GABLE SHT'G TO
2" MINIMUM.
1/2" DRYWALL
CULTURED STONE VENEER:
- REFER TO NOTES ON SECTIONS DBL. 2x4 TOP PLATE
04SECTION - STONE GABLE w/ EXTENDED RAKE
SCALE: 3/4" = V -0"
FIBERGLASS / ASPHALT SHINGLES:
- W/ 15# ROOF FELT
7/16" O.S.B. ROOF SHEATHING:-
- w/ PLY -CLIPS
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
3/" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.0
15 /" BARGE MOULD
1/" x 12" HARDBOARD
FRIEZE: - TRIM TO MATCH
WINDOW HEADER HEIGHTS
"J" CHANNEL w/
FINISH TRIM, TYP.
HORIZONTAL SIDING
2x4 FRAME WALL:
- w/ R -13 KRAFT FACED
BATT INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
THERMO -PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
R -19 BATT INSULATION:
- CONTINUOUS ALONG
BAND BOARDS
HORIZONTAL SIDING
2x4 FRAME WALL:
- w/ R -13 KRAFT FACED
BATT INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
THERMO -PLY SHEATHING
(STRUCTURAL & WATER REPELLENT) -
1 1/2" x 3" METAL DRIP FLASHING
w/ 1" HEM, TYP.
- SET IN BED OF SEALANT
NAIL & CAULK TO SHEATHING
USE 1" ROOFING NAILS @ EA. STUD
2 1 /4 "h. x 2 1 /2 "w. LIMESTONE SILL, TYP.
- PROJECT BTM. 3/4 "f
- SLOPE 3/8" MIN.
CULTURED STONE VENEER
SCRATCH COAT
R -19 BATT INSULATION:
- CONTINUOUS ALONG
BAND BOARDS
FLASHING
2x4 PRESSURE- TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL R, TYP.
NOTE:
HOLD FLASHING & CULTURED
STONE DOWN 7" FROM T/ FDN.
TYPICAL
SCREED w/ WEEP HOLES
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
(2) #4 RE -BARS:
- CONTINUOUS AROUND
PERIMETER OF FDN.
- MINIMUM 2" COVERING
8" THICK CAST -IN -PLACE
CONCRETE FOUNDATION WALL: -
- UNLESS NOTED OTHERWISE ON
FOUNDATION PLAN
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.
NOTE:
POUR BASEMENT SLAB BEFORE
BACKFILLING
- OTHERWISE PROVIDE CONTINUOUS
2x4 KEY -WAY IN FOOTING
8 "x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
10"
O.H.
U '
J Q r
_> d
PRE - ENGINEERED WOOD
ROOF TRUSSES:
@ 24" O.C.
INSULATION BAFFLE
J - IN EA. TRUSS SPACE
R -38 BLOWN -IN INSULATION
J J - UNLESS NOTED OTHERWISE
ON PLAN
T/ 2nd FLR. DBL. TOP R
1/" DRYWALL
DBL. 2x4 TOP PLATE
2x2 NAILER
1/" DRYWALL
i0
2x No 1 KD SOUTHERN
PINE FLOOR JOISTS:
@ 16" OR 19.2" O.C.
- SEE FRAMING PLANS
FOR SIZE OF JOISTS
,
5 /8" T &G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
2nd FLR. SUBFLR.
M1 '
` T/ 1st FLR. DBL. TOP R
%z" DRYWALL
z
FI
DBL. 2x4 TOP PLATE
1/" DRYWALL
08
$ a
METAL LATHE
W/ ASPHALT IMPREGNATED
MEMBRANE
INSTALLED w/ NAILS WHICH
PENETRATE THE STUD A
MINIMUM OF 1" EVERY 4" o.c.
VERTICAL & 16" O.C. HORIZONTAL
(NAIL INTO EVERY STUD)
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
@ 16" OR 19.2" O.C.
- SEE FRAMING PLANS
FOR SIZE OF JOISTS
5 /8" T &G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
1st FLR. SUBFLR.
°^ 0-
z
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Ln
G 4
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03 T/ FDN. WALL
03 T/ FDN. WALL
PRE- ENGINEERED WOOD
1
$
Z
�2
o
o
NOTE:
- SEE FRAMING PLANS
y/ 0
= U ' a/
NOTE:
BASEMENT INSULATION NOT
ROOF TRUSSES:
o
7/16" O.S.B. ROOF SHEATHING:
SHOWN
- GLUED, NAILED, AND SCREWED
@ 24" O.C.
- TYPE AND DEPTH VARIES
- w/ PLY -CLIPS
C
( U0
PER PLAN
- TYPE AND DEPTH VARIES
<
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- SEE NOTES ON FOUNDATION
LJ
- IN EA. TRUSS SPACE
m
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PLAN FOR SPECIFIC INFO
0000
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NOTE:
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8' -0 "h. FOUNDATION WALLS
PLAN FOR SPECIFIC INFO
r( ��
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N
- 8 "thk. WALLS
T/ 1st FLR. DBL. TOP R
7,/"
NOTE:
ago
- PROVIDE #4 REBARS SPACED
O
ON PLAN
O=
VERTICALLY @ 22" o.c. & (3)
� of
Luui >
-
U_
#4 REBARS HORIZONTALLY
= z
0
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9' -0 "h. FOUNDATION WALLS
w
=
- 10 "thk. WALLS
a
J
VERTICALLY @ 22" o.c. & (3)
aQ
- PROVIDE #4 REBARS SPACED °'
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p
Ln
VERTICALLY @ 19" o.c. & (4) o
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Y
Of
#4 REBARS HORIZONTALLY
°
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FOR ALL WALL HEIGHTS: co
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= z
M
ONE HORIZ. BAR SHALL BE
CO O
4
�
WITHIN THE TOP 24 ", ONE IN
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U- O
THE BOTTOM 24" w/ THE
"'
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o
REMAINING BARS EQUALLY
Lu
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SPACED, MIN. 2" CONCRETE
FOR ALL WALL HEIGHTS: °?
u o O
Z
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COVER BTWN INSIDE FACE OF
DBL. 2x4 TOP PLATE
ONE HORIZ. BAR SHALL BE
uj
0
WALL & FACE OF HORIZ. BARS
Q'
QD
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cl�
a
ce
F,
- w/ ALUMINUM VENT @ 48" O.C.
cf
4" 0 DRAIN TILE:
U-
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- EA. SIDE OF FOOTING
15/8" BARGE MOULD
- w/ GRAVEL FILL
L - PIPE TO DAYLIGHT
LU 31/z" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
6 MIL POLY VAPOR
;00 0.6 o BARRIER
0 0 o p p T/ SLAB
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00 0 T/ FOOTING
0 "
GRAVEL FILL 0 o 00 °
vo ��-
3" 0 DRAIN TILE:
- THRU FOOTING @ 6-0" O.C.
- PLACE @ BOTTOM OF FT'G. ''
WALL SECTION - LOW CULTURED STONE /SIDING
03SCALE: 3/4" = V -0"
FIBERGLASS / ASPHALT SHINGLES:
4 p
2x No 1 KD SOUTHERN
03 T/ FDN. WALL
PRE- ENGINEERED WOOD
- w/ 15# ROOF FELT
Lu
Z
�2
o
o
c
- SEE FRAMING PLANS
y/ 0
= U ' a/
NOTE:
FOR SIZE OF JOISTS
ROOF TRUSSES:
o
7/16" O.S.B. ROOF SHEATHING:
BASEMENT INSULATION NOT
- GLUED, NAILED, AND SCREWED
@ 24" O.C.
- w/ PLY -CLIPS
10"
�
INSULATION BAFFLE
- TYPE AND DEPTH VARIES
O.H.
LJ
- IN EA. TRUSS SPACE
PER PLAN
T_
=
0000
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R -38 BLOWN -IN INSULATION
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O1
`0
PLAN FOR SPECIFIC INFO
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- UNLESS NOTED OTHERWISE
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T/ 1st FLR. DBL. TOP R
7,/"
NOTE:
ago
DRYWALL
O
ON PLAN
HK 8' -0 "h. FOUNDATION WALLS
s
� of
Luui >
-
O
- 8 "thk. WALLS
J
0
T/ 2nd FLR. DBL. TOP R
s
- PROVIDE #4 REBARS SPACED
om
VERTICALLY @ 22" o.c. & (3)
o
Q
p
#4 REBARS HORIZONTALLY
= g
Q
z
Z
Lu
Y
c�
9' -0 "h. FOUNDATION WALLS
1/" DRYWALL
z
1x8 GUTTER BOARD:
�
- 10 "thk. WALLS �
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= z
O
w
a
- w/ ALUMINUM GUTTER
° 0
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��;','T
04
� o
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w
#4 REBARS HORIZONTALLY
° o z
S -C
I
m
FOR ALL WALL HEIGHTS: °?
u o O
DBL. 2x4 TOP PLATE
ONE HORIZ. BAR SHALL BE
3/8" SOFFIT:
=F_
c7 �
Q'
QD
z
cl�
WITHIN THE TOP 24 ", ONE IN
ce
F,
- w/ ALUMINUM VENT @ 48" O.C.
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THE BOTTOM 24" w/ THE
U-
2x2 NAILER
o
15/8" BARGE MOULD
uj
w
.
SPACED, MIN. 2" CONCRETE
F
1/" x 12" HARDBOARD
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Z
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COVER BTWN INSIDE FACE OF
O
Q
LL
O
FRIEZE: - TRIM TO MATCH
WALL &FACE OF HORIZ. BARS
U
cD
WINDOW HEADER HEIGHTS
4" 0 DRAIN TILE:
"J" CHANNEL w/
O
- EA. SIDE OF FOOTING
I
FINISH TRIM, TYP.
i
A
w
LU
1/" DRYWALL
o
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HORIZONTAL SIDING
(1 Li
F-
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H
31/" THICK CONCRETE
O_z
LY 0Z
O 0�
Q D dU dco
SLAB
ao
- ON MIN. 4" GRAVEL BASE
2x4 FRAME WALL:
ca
- w/ R -13 KRAFT FACED
6 MIL POLY VAPOR
0
0 0
BATT INSULATION
0 0 �0
°
- UNLESS NOTED OTHERWISE
T/ FOOTING M
ON PLAN
THERMO -PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
R -19 BATT INSULATION:
- CONTINUOUS ALONG
2x No. 1 KD SOUTHERN
BAND BOARDS
PINE FLOOR JOISTS:
@ 16" OR 19.2" O.C.
- SEE FRAMING PLANS
FOR SIZE OF JOISTS
HORIZONTAL SIDING
5 /8" T &G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
1 112" x 3" METAL DRIP FLASHING
,
2nd FLR. SUBFLR.
w/ 1" HEM, TYP.
SET IN BED OF SEALANT
7
NAIL & CAULK TO SHEATHING
°
- USE 1" ROOFING NAILS @ EA. STUD
2 1 /4 "h. x 2 1 /2 "w. LIMESTONE SILL, TYP.
`
PROJECT BTM. 3/4 "t
T/ 1St FLR. DBL. TOP R
- SLOPE 3/8" MIN.
%" DRYWALL
2x4 FRAME WALL:
- w/ R -13 KRAFT FACED
+�
05
BATT INSULATION
M
S -C
- UNLESS NOTED OTHERWISE T WINDOW
N
ON PLAN
1
DBL. 2x4 TOP PLATE
THERMO -PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
CULTURED STONE VENEER
07
S -C
SCRATCH COAT
%" DRYWALL
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g
0
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°o
METAL LATHE 00
w
LU
ul
R -19 BAIT INSULATION:
o v
N N
o ry
X X
<
MEMBRANE
- INSTALLED w/ NAILS WHICH
- CONTINUOUS ALONG �"
w
PENETRATE THE STUD A
BAND BOARDS
N
MINIMUM OF 1" EVERY 4" o.c.
v �
VERTICAL & 16" o.c. HORIZONTAL
FLASHING
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co m
p
(NAIL INTO EVERY STUD)
O O
-
� �
O O
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2x4 PRESSURE - TREATED
X
x
w
SILL PLATE:
11
M
w
2x No. 1 KD SOUTHERN
- STRAPPED TO FOUNDATION
w
ui
PINE FLOOR JOISTS:
PER MANUFACTURER'S
@ 16" OR 19.2" O.C.
RECOMMENDATION
- SEE FRAMING PLANS
- APPLY CONTINUOUS POLY
FOR SIZE OF JOISTS
SILL SEALER TO SILL R, TYP.
5/" T &G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
NOTE:
HOLD FLASHING & CULTURED
1St FLR. SUBFLR.
STONE DOWN 7" FROM T/ FDN.
- TYPICAL
o` ^
o
SCREED w/ WEEP HOLES
.,
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
4 Q
03 T/ FDN. WALL
- HOLD DOWN MIN. 8 1/2"
°
S -C
FROM TOP OF WALL
NOTE:
BASEMENT INSULATION NOT
SHOWN
(2) #4 RE -BARS:
- TYPE AND DEPTH VARIES
- CONTINUOUS AROUND
I u,
PER PLAN
PERIMETER OF FDN.
a
- SEE NOTES ON FOUNDATION
- MINIMUM 2" COVERING
Lu
PLAN FOR SPECIFIC INFO
8" THICK CAST -IN -PLACE
'
a
NOTE:
CONCRETE FOUNDATION WALL:
z
W-0--h. FOUNDATION WALLS
- UNLESS NOTED OTHERWISE ON
- 8 "thk. WALLS
FOUNDATION PLAN
- PROVIDE #4 REBARS SPACED
=O
VERTICALLY @ 22" o.c. & (3)
BITUMINOUS ASPHALT ALL WALL
j
o
#4 REBARS HORIZONTALLY
=
z
TIES, CONTROL JOINTS, & COLD
z
9' -0 "h. FOUNDATION WALLS z
w
g
JOINTS.
u
- 10 "thk. WALLS
=
z
- SPRAY APPLY (2) COATS
a
- PROVIDE #4 REBARS SPACED °'
Q °
BITUMINOUS DAMPROOFING
VERTICALLY @ 19" o.c. & (4) o
3: ,
o
BELOW GRADE,TYPICAL.
#4 REBARS HORIZONTALLY �
o O
w _
z
�
- REFER TO FOUND. PLAN FOR
'
m
FOR ALL WALL HEIGHTS: °I
v o
0
WATERPROOFING INFO. IF
M
ONE HORIZ. BAR SHALL BE
co co
0
REQUIRED.
WITHIN THE TOP 24 ", ONE IN
O
THE BOTTOM 24" w/ THE
w
w
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aREMAINING
BARS EQUALLY
•
SPACED, MIN. 2" CONCRETE
z
0
COVER BTWN INSIDE FACE OF
Lu
u
WALL & FACE OF HORIZ. BARS
NOTE:
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POUR BASEMENT SLAB BEFORE
4" 0 DRAT TILE:
BACKFILLING
o
FOOTING
- OTHERWISE PROVIDE CONTINUOUS
'
w
- W/ GRAVEL FILL
2x4 KEY -WAY IN FOOTING
a
w
- PIPE TO DAYLIGHT
8 "x18" CONCRETE FOOTING:
I
31/" THICK CONCRETE
(UNLESS NOTED OTHERWISE)
SLAB
- ON MIN. 4" GRAVEL BASE
8
6 MIL POLY VAPOR
D o O o
BARRIER
T/ SLAB
•
O0
T/ FOOTING
0 0
GRAVEL FILL
o o 00
`8o a�
_
a
D0
3" 0 DRAIN TILE:0
- THRU FOOTING @ 6-0" O.C.
- PLACE @ BOTTOM OF FT-G.
WALL SECTION - HIGH CULTURED STONE /SIDING
02SCALE:
3/4" = V -0"
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
7/16" O.S.B. ROOF SHEATHING: -
- w/ PLY -CLIPS
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
3/" SOFFIT:
- W/ ALUMINUM VENT @ 48" O.C.
1 %8" BARGE MOULD
1/" x 12" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- EXTEND 2"
CULTURED STONE VENEER
SCRATCH COAT
2x4 FRAME WALL:
- w/ R -13 KRAFT FACED
BATT INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
THERMO -PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
R -19 BATT INSULATION:
- CONTINUOUS ALONG
BAND BOARDS
2x4 FRAME WALL:
- W/ R -13 KRAFT FACED
BATT INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
THERMO -PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
CULTURED STONE VENEER
SCRATCH COAT
R -19 BATT INSULATION: -
- CONTINUOUS ALONG
BAND BOARDS
FLASHING
2x4 PRESSURE - TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL R, TYP.
NnTF
HOLD FLASHING & CULTURED
STONE DOWN 7" FROM T/ FDN.
- TYPICAL
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 7"
FROM TOP OF WALL
(2) #4 RE -BARS:
- CONTINUOUS AROUND
PERIMETER OF FDN.
- MINIMUM 2" COVERING
8" THICK CAST -IN -PLACE
CONCRETE FOUNDATION WALL: -
- UNLESS NOTED OTHERWISE ON
FOUNDATION PLAN
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.
NOTE:
POUR BASEMENT SLAB BEFORE
BACKFILLING
- OTHERWISE PROVIDE CONTINUOUS
2x4 KEY -WAY IN FOOTING
8 "x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
10"
0. H.
PRE- ENGINEERED WOOD
2 ROOF TRUSSES:
@7 24" O.C.
INSULATION BAFFLE
J - IN EA. TRUSS SPACE
`C ��� j R -38 BLOWN -IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
T/ 2nd FLR. DBL. TOP R
1/" DRYWALL
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2x2 NAILERS
W/ 7/16" OSB BACK -UP
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(NAIL INTO EVERY STUD)
2x No 1 KD SOUTHERN
PINE FLOOR JOISTS:
@ 16" OR 19.2" O.C.
- SEE FRAMING PLANS
FOR SIZE OF JOISTS
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Sheet No.
S-c 1
Job No.
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