HomeMy WebLinkAbout09120027.16FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
7/16" O.S.B. ROOF SHEATHING: -
- w/ PLY -CLIPS
10°
O.H
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
3/8" SOFFIT:
- W/ ALUMINUM VENT @ 48" O.0
15 /" BARGE MOULD
1/z" 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
2x4 FRAME WALL: ,
- w/ R -13 KRAFT FACED I
BATT INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
THERMO -PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
2%4" x 5" LIMESTONE SILL, TYP.
- PULL BTM. 1 "f
- SLOPE %4" MIN.
APPROXIMATE 1" AIR SPACE T 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 +i
BRICK WEEPHOLES.
N
4' -0 "h. BRICK VENEER:
- W/ METAL WALL TIES @
24" O.C. VERT. (9 BRICK COURSES)
16" O.C. HORIZONTAL
R -19 BATT INSULATION
- CONTINUOUS ALONG
BAND BOARDS
FLASHING
2x4 PRESSURE - TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION v
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL R, TYP. -
BRICK WEEPHOLES
@ 24" O.C. HORIZONTAL
- w/ WEEP CARDS
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0 z
- HOLD DOWN MIN. 8 1/2" %"
FROM TOP OF WALL O.H.
(2) #4 RE -BARS:
- CONTINUOUS AROUND
PERIMETER OF FDN.
- MINIMUM 2" COVERING
NOTE: 8" THICK WALLS ONLY!!
VERTICAL #4 RE -BARS
@ 18" O.C., VERTICAL SPACING
- MAINTAIN MINIMUM 2" COVER
- EXTEND 18" BELOW BTM/ CURB
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)
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2 `J' PRE - ENGINEERED WOOD
ROOF TRUSSES:
@ 24" O.C.
INSULATION BAFFLE
LJ - IN EA. TRUSS SPACE
R -38 BLOWN -IN INSULATION
UNLESS NOTED OTHERWISE
ON PLAN
T/ 2nd FLR. DBL. TOP R
DRYWALL
DBL. 2x4 TOP PLATE
2x2 NAILER
%" DRYWALL
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
@ 16" OR 19.2" O.C.
- SEE FRAMING PLANS
FOR SIZE OF JOISTS
T &G O.S.B. SUBFLOOR:
GLUED, NAILED, AND SCREWED
2nd FLR. SUBFLR.
o`
a+
T/ 1st FLR. DBL. TOP R
1/" DRYWALL
DBL. 2x4 TOP PLATE
%z" DRYWALL
co
z
z
a
it
0 0
u-
W
OJ W
2x No. 1 KD SOUTHERN
1x8 RAKE BOARD
PER PLAN
7/16" O.S.B. ROOF
@ 16" OR 19.2" O.C.
@ 24" O.C.
- SEE FRAMING PLANS
SHEATHING
FOR SIZE OF JOISTS
GABLE EXTENSION:
4V2'
GABLE w/ STUDS
@ 16" O.C.
- GLUED, NAILED, AND SCREWED
- 2x6 BLOCKS @ 24" O.C.
1st FLR. SUBFLR.
- w/ R -13 KRAFT FACED
T/ 2nd FLR. DBL. TOP R
ON ix6's
BATT INSULATION
PRE- ENGINEERED WD,
BACKFILLING
3/8" SOFFIT
03 T/ FDN. WALL
ROOF TRUSSES:
03 T/ FDN. WALL
S -B
/„
@ 24" O.C.
U) w =
15 /" BARGE MOULD
BASEMENT INSULATION NOT
SHOWN
-B
1x8 GABLE FRIEZE:
TYPE AND DEPTH VARIES
R -38 BLOWN -IN INSUL.
O N
- ON 2X WIDE 5/4 NAILERS C
r ��C 7r, �� vn J
7
OTHERWISE ON PLAN
- SEE NOTES ON FOUNDATION
F
W
BASEMENT INSULATION NOT
PLAN FOR SPECIFIC INFO
W
x
THERMO -PLY SHEATHING: (STRUCTURAL
���
U0
6 MIL POLY VAPOR
& WATER REPELLENT)
JCS
1/" DRYWALL
- 8 "thk. WALLS
-GABLE SHT'G TO OVERLAP WALL SHT'G
w c�
- PROVIDE #4 REBARS SPACED
o
2" MINIMUM.
VERTICALLY @ 22" o.c. & (3)
T/ 1st FLR. DBL. TOP R
R -19 BATT INSULATION: N
BRICK VENEER:
=
z
9' -0 "h. FOUNDATION WALLS
- REFER TO NOTES ON SECTIONS
BAND BOARDS °'
DBL. 2x4 TOP PLATE
=
SECTION - BRICK
GABLE w/ EXTENDED
RAKE
0
VERTICALLY @ 19" o.c. & (4) 0
� °
o
#4 REBARS HORIZONTALLY
07 SCALE:
Z
3/4" = V -0"
0
u
1x8 RAKE BOARD
ONE HORIZ. BAR SHALL BE
7/16" O.S.B. ROOF
O
WITHIN THE TOP 24 ", ONE IN
07 Q
Q�
SHEATHING
THE BOTTOM 24" w/ THE
1x6 BACK -UP
41/"
REMAINING BARS EQUALLY
x VERTICALLY @ 22" o.c. & (3)
e
SPACED, MIN. 2" CONCRETE
GABLE w/ STUDS
G
THERMO -PLY SHEATHING
CANT.
@ 16" O.C.
WALL & FACE OF HORIZ. BARS
(STRUCTURAL & WATER REPELLENT)
z 9' -0 "h. FOUNDATION WALLS
PRE - ENGINEERED WD.
HORIZONTAL SIDING
- EA. SIDE OF FOOTING
ROOF TRUSSES:
@ 24" O.C.
_
METAL FLASHING
R -38 BLOWN -IN INSUL.
- PIPE TO DAYLIGHT
lx BAND BOARD:
PLAN FOR SPECIFIC INFO
- UNLESS NOTED
- SPECIFIC TO EXTERIOR
�� O�
OTHERWISE ON PLAN
ELEVATIONS, SHEET # A1.0
#4 REBARS HORIZONTALLY
2x10 BLOCKING
z
D
BRICK VENEER:
I
DRYWALL
U 0
- REFER TO NOTES ON SECTIONS
IJ
Z
ONE HORIZ. BAR SHALL BE
THERMO -PLY SHEATHING
0
THERMO -PLY SHT'G
(STRUCTURAL & WATER REPELLENT)
- 8 "thk. WALLS
CONT. @ UNDERSIDE
06SECTION - SIDED
GABLE OVER BRICK
OFBLK'G,TYP.
W
SCALE:
3/4" = V -0"
1x8 RAKE BOARD
7/16" O.S.B. ROOF
z SPACED, MIN. 2" CONCRETE
SHEATHING
o COVER BTWN INSIDE FACE OF
o
GABLE w/ STUDS
=
Lu WALL & FACE OF HORIZ. BARS
@ 16" O.C.
z
9' -0 "h. FOUNDATION WALLS
PRE - ENGINEERED WD.
w
2x4 CONTINUOUS
c
ROOF TRUSSES:
LL 4" 0 DRAIN TILE:
- 10 "thk. WALLS
co
@ 24" O.C.
a
z
0 - EA. SIDE OF FOOTING
C�
(J�)
a
- PROVIDE #4 REBARS SPACED
THERMO -PLY SHEATHING: (STRUCTURAL
��
0
& WATER REPELLENT)
J
J ��r r O� C�
J v
R -38 BLOWN -IN INSUL.
- UNLESS NOT ED ED
0
-GABLE SHT'G TO OVERLAP WALL SHT'G
OTHERWISE PLAN ON
31/" THICK CONCRETE
2" MINIMUM.
° 0
Q
SLAB
m
%" DRYWALL
°o
BRICK VENEER:
- ON MIN. 4" GRAVEL BASE
00
- REFER TO NOTES ON SECTIONS
^
DBL. 2x4 TOP PLATE
o
SECTION - BRICK
GABLE / END WALL
0
05SCALE:
O
r1i
0"" *-..
3/4" = V-0"
ci
000
02 �--
U_
S -B
o
REMAINING BARS EQUALLY
'-'
T/ FDN. WALL
FLASHING
DBL. 2x TOP PLATE
z Ln
L
F-
4" 0 DRAIN TILE:
2x PRESSURE - TREATED SILL - w/ GRAVEL FILL
z
g g
a
o
~
PLATE:
- STRAPPED TO FOUNDATION
- PIPE TO DAYLIGHT
z
00 a q 0
ii
PER MANUFACTURER'S
- TYPICAL
0 z o
RECOMMENDATION
3%" THICK CONCRETE
0 o
- APPLY CONTINUOUS POLY
SLAB
° u-
SILL SEALER TO SILL 2, TYP.
- ON MIN. 4" GRAVEL BASE � CO o
W CC
U-
BRICK WEEPHOLES
` 6 MIL POLY VAPOR
W
@ 24" O.C. HORIZONTAL
BARRIER
- w/ WEEP CARDS
:7�7
T/ SLAB
FINISH GRADE - VARIES z T/ FOOTING M
- SEE EXTERIORS, SHEET # A1.0
H a o
- HOLD DOWN MIN. 7"
FROM TOP OF WALL
°
�..
-
co
FOUNDATION SUBWALL
-
- THICKNESS VARIES
° a 09
- REFER TO PLAN
S -B
FOOTING WIDTH
PE HICK RIGID INSULATION
VARIES R PLAN
a ° - 24" DEPTH
a I- @ ALL AREAS WHERE
GRADE COVERS 30" OR
LESS
°a OF THE FDN. WALL ABOVE
°
aa
THE T/ SLAB
QY
1" BEVELED INSULATION
°
O °
O
3" 0 DRAIN TILE:
z
WALL SECTION -
-THRU SUBWALL @ 6' -0" O.C.
- PLACE @ BOTTOM OF
SUBWALL
w
BASEMENT WALKOUT w/ BRICK TO GRADE
04SCALE:
3/4" = V -0"
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
7/16" O.S.B. ROOF SHEATHING: -
- w/ PLY -CLIPS
10°
O.H
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
3/8" SOFFIT:
- W/ ALUMINUM VENT @ 48" O.0
15 /" BARGE MOULD
1/z" 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
2x4 FRAME WALL: ,
- w/ R -13 KRAFT FACED I
BATT INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
THERMO -PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
2%4" x 5" LIMESTONE SILL, TYP.
- PULL BTM. 1 "f
- SLOPE %4" MIN.
APPROXIMATE 1" AIR SPACE T 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 +i
BRICK WEEPHOLES.
N
4' -0 "h. BRICK VENEER:
- W/ METAL WALL TIES @
24" O.C. VERT. (9 BRICK COURSES)
16" O.C. HORIZONTAL
R -19 BATT INSULATION
- CONTINUOUS ALONG
BAND BOARDS
FLASHING
2x4 PRESSURE - TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION v
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL R, TYP. -
BRICK WEEPHOLES
@ 24" O.C. HORIZONTAL
- w/ WEEP CARDS
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0 z
- HOLD DOWN MIN. 8 1/2" %"
FROM TOP OF WALL O.H.
(2) #4 RE -BARS:
- CONTINUOUS AROUND
PERIMETER OF FDN.
- MINIMUM 2" COVERING
NOTE: 8" THICK WALLS ONLY!!
VERTICAL #4 RE -BARS
@ 18" O.C., VERTICAL SPACING
- MAINTAIN MINIMUM 2" COVER
- EXTEND 18" BELOW BTM/ CURB
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)
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M�
M�
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rl
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4
c
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I F
a
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2 `J' PRE - ENGINEERED WOOD
ROOF TRUSSES:
@ 24" O.C.
INSULATION BAFFLE
LJ - IN EA. TRUSS SPACE
R -38 BLOWN -IN INSULATION
UNLESS NOTED OTHERWISE
ON PLAN
T/ 2nd FLR. DBL. TOP R
DRYWALL
DBL. 2x4 TOP PLATE
2x2 NAILER
%" DRYWALL
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
@ 16" OR 19.2" O.C.
- SEE FRAMING PLANS
FOR SIZE OF JOISTS
T &G O.S.B. SUBFLOOR:
GLUED, NAILED, AND SCREWED
2nd FLR. SUBFLR.
o`
a+
T/ 1st FLR. DBL. TOP R
1/" DRYWALL
DBL. 2x4 TOP PLATE
%z" DRYWALL
co
z
z
a
it
0 0
u-
W
OJ W
2x No. 1 KD SOUTHERN
PRE - ENGINEERED WOOD
PINE FLOOR JOISTS:
- w/ METAL WALL TIES @
@ 16" OR 19.2" O.C.
@ 24" O.C.
- SEE FRAMING PLANS
INSULATION BAFFLE
FOR SIZE OF JOISTS
16" O.C. HORIZONTAL
5/" T &G O.S.B. SUBFLOOR:
R -38 BLOWN -IN INSULATION
- GLUED, NAILED, AND SCREWED
- UNLESS NOTED OTHERWISE
ON PLAN
1st FLR. SUBFLR.
- w/ R -13 KRAFT FACED
T/ 2nd FLR. DBL. TOP R
_ 1/" DRYWALL
BATT INSULATION
- SEE FRAMING PLANS
BACKFILLING
- UNLESS NOTED OTHERWISE
03 T/ FDN. WALL
- PIPE TO DAYLIGHT
03 T/ FDN. WALL
S -B
/„
NOTE:
U) w =
$" T &G O.S.B. SUBFLOOR:
BASEMENT INSULATION NOT
SHOWN
-B
- GLUED, NAILED, AND SCREWED
TYPE AND DEPTH VARIES
O
O N
PER PLAN
a
x x
.N...N.i
- SEE NOTES ON FOUNDATION
F
W
BASEMENT INSULATION NOT
PLAN FOR SPECIFIC INFO
W
x
v �
NOTE:
U0
6 MIL POLY VAPOR
8' -0 "h. FOUNDATION WALLS
(n
° °
o O O o
- 8 "thk. WALLS
O
M
w c�
- PROVIDE #4 REBARS SPACED
o
00
VERTICALLY @ 22" o.c. & (3)
T/ 1st FLR. DBL. TOP R
R -19 BATT INSULATION: N
#4 REBARS HORIZONTALLY
=
z
9' -0 "h. FOUNDATION WALLS
w
BAND BOARDS °'
- 10 "thk. WALLS co
=
z
- PROVIDE #4 REBARS SPACED w
0
0
VERTICALLY @ 19" o.c. & (4) 0
� °
o
#4 REBARS HORIZONTALLY
0 0
Z
FOR ALL WALL HEIGHTS: -1
0
u
0
ONE HORIZ. BAR SHALL BE
m
O
WITHIN THE TOP 24 ", ONE IN
07 Q
Q�
o - PROVIDE #4 REBARS SPACED
THE BOTTOM 24" w/ THE
Q
U-
REMAINING BARS EQUALLY
x VERTICALLY @ 22" o.c. & (3)
e
SPACED, MIN. 2" CONCRETE
—
G
COVER BTWN INSIDE FACE OF
=
g
WALL & FACE OF HORIZ. BARS
PER PLAN
z 9' -0 "h. FOUNDATION WALLS
4" 0 DRAIN TILE:
- EA. SIDE OF FOOTING
u - 10 "thk. WALLS co
_
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
J
J 9
PLAN FOR SPECIFIC INFO
31 /z" THICK CONCRETE
VERTICALLY @ 19" o.c. & (4) 0 �
SLAB
o
- ON MIN. 4" GRAVEL BASE
#4 REBARS HORIZONTALLY
o o
• 6 MIL POLY VAPOR
° BARRIER
00 o T/ SLAB
T/ FOOTING ��
GRAVEL FILL a �/ oo /°
° 1 Boat°
3" 0 DRAIN TILE: oD Go
- THRU FOOTING @ 6' -0" O.C.
- PLACE @ BOTTOM OF FT'G. ;l
WALL SECTION - LOW
BRICK / SIDING
03SCALE: 3/4" = V -0"
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
7/16" O.S.B. ROOF SHEATHING:-
- w/ PLY -CLIPS
10"
O.H.
U � '
Lu
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
3/" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.0
15 /8" 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
2" x 3" METAL DRIP FLASHING, TYP.-
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
21/4" x 5" LIMESTONE SILL, TYP.
- PULL BTM. 1 "t
- SLOPE %4" 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.
T/ WINDOW
M
N
BRICK VENEER:
PRE - ENGINEERED WOOD
2
- w/ METAL WALL TIES @
2x No 1 KD SOUTHERN
@ 24" O.C.
24" O.C. VERT. (9 BRICK COURSES)
INSULATION BAFFLE
LJ
16" O.C. HORIZONTAL
Wlz
R -38 BLOWN -IN INSULATION
2x4 FRAME WALL:
- UNLESS NOTED OTHERWISE
ON PLAN
@ 16" OR 19.2" O.C.
- w/ R -13 KRAFT FACED
T/ 2nd FLR. DBL. TOP R
_ 1/" DRYWALL
BATT INSULATION
- SEE FRAMING PLANS
BACKFILLING
- UNLESS NOTED OTHERWISE
03 T/ FDN. WALL
- PIPE TO DAYLIGHT
ON PLAN
/„
THERMO -PLY SHEATHING
U) w =
$" T &G O.S.B. SUBFLOOR:
(STRUCTURAL & WATER REPELLENT)
Z
-B
- GLUED, NAILED, AND SCREWED
- GLUED, NAILED, AND SCREWED
O
O N
O N
a
x x
.N...N.i
v
F
W
BASEMENT INSULATION NOT
- 4" GRAVEL BASE
W
x
v �
2
U0
6 MIL POLY VAPOR
M
(n
° °
o O O o
- TYPE AND DEPTH VARIES
O
M
w c�
m rn
o
00
w
T/ 1st FLR. DBL. TOP R
R -19 BATT INSULATION: N
00
+
< -
a SEE NOTES ON FOUNDATION
- CONTINUOUS ALONG v u?
=
,
w
BAND BOARDS °'
.1 M
W
Z
co co
W
FLASHING
2x4 PRESSURE - TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
APPLY CONTINUOUS POLY
SILL SEALER TO SILL R, TYP.
BRICK WEEPHOLES
@ 24" O.C. HORIZONTAL
- w/ WEEP CARDS
0
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
NOTE: 8" THICK WALLS ONLYH
VERTICAL #4 RE -BARS
@ 18" O.C., VERTICAL SPACING
- MAINTAIN MINIMUM 2" COVER
- EXTEND 18" BELOW BTM/ CURB
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)
3r �'
PRE - ENGINEERED WOOD
2
ROOF TRUSSES:
2x No 1 KD SOUTHERN
@ 24" O.C.
z
O
INSULATION BAFFLE
LJ
- IN EA. TRUSS SPACE
Wlz
R -38 BLOWN -IN INSULATION
C
- UNLESS NOTED OTHERWISE
ON PLAN
@ 16" OR 19.2" O.C.
EE FRAMING PLANS
T/ 2nd FLR. DBL. TOP R
_ 1/" DRYWALL
- w/ GRAVEL FILL
- SEE FRAMING PLANS
DBL. 2x4 TOP PLATE
2x2 NAILER
1/" DRYWALL
:-a
w
%" DRYWALL
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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.
2x No 1 KD SOUTHERN
NOTE:
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PINE FLOOR JOISTS:
Wlz
w
o
- EA. SIDE OF FOOTING
@ 16" OR 19.2" O.C.
EE FRAMING PLANS
'
- w/ GRAVEL FILL
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BACKFILLING
FOR SIZE OF JOISTS
03 T/ FDN. WALL
- PIPE TO DAYLIGHT
FOR SIZE OF JOISTS
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$" T &G O.S.B. SUBFLOOR:
2x4 KEY -WAY IN FOOTING
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- GLUED, NAILED, AND SCREWED
- GLUED, NAILED, AND SCREWED
8 "x18"
�z3M
NOTE:
1st FLR. SUBFLR.
2nd FLR. SUBFLR,
CONCRETE FOOTING:
BASEMENT INSULATION NOT
- 4" GRAVEL BASE
CW
= U�
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2
SHOWN
6 MIL POLY VAPOR
(�
0
° °
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- TYPE AND DEPTH VARIES
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M
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0
00
N PER PLAN
T/
T/ 1st FLR. DBL. TOP R
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- THRU FOOTING @ 6' -0" O.C.
02- PLACE @ BWALL SECTION'- HIGH BRICK / SIDING
SCALE: 3/4" = 1' -0"
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
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- w/ PLY -CLIPS
10"
O.H.
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LU
J CL
Lu>
= r
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
15 /8" BARGE MOULD
%" x 12" HARDBOARD
FRIEZE: - TRIM TO MATCH
WINDOW HEADER HEIGHTS
- EXTENDED 4%"
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
I
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.
BRICK VENEER:
- w/ METAL WALL TIES @
24" O.C. VERT. (9 BRICK COURSES)
16" O.C. HORIZONTAL
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
FLASHING
2x4 PRESSURE - TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL R, TYP.
BRICK WEEPHOLES
@ 24" O.C. HORIZONTAL
- W/ WEEP CARDS
FINISH GRADE - VARIES '
- SEE EXTERIORS, SHEET # A1.0 z
- HOLD DOWN MIN. 8 1/2" oo I %4"
FROM TOP OF WALL ILI O.H.
(2) #4 RE -BARS:
- CONTINUOUS AROUND
PERIMETER OF FDN.
- MINIMUM 2" COVERING
NOTE: 8" THICK WALLS ONLYII
VERTICAL #4 RE -BARS
@ 18" O.C., VERTICAL SPACING
- MAINTAIN MINIMUM 2" COVER
- EXTEND 18" BELOW BTM/ CURB
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
RE
PRE- ENGINEERED WOOD
ROOF TRUSSES:
@ 24" O.C.
INSULATION BAFFLE
J - IN EA. TRUSS SPACE
C C (� J r. R -38 BLOWN -IN INSULATION
C UNLESS NOTED OTHERWISE
ON PLAN
J r M L T/ 2nd FLR. DBL. TOP R
%" DRYWALL
DBL. 2x4 TOP PLATE
2x2 NAILER
5/4 NAILERS:
- 2" WIDE RIPPERS
2x4 BLOCKS @ 24" O.C.
1x2 NAILERS
%" DRYWALL
co
2x No 1 KD SOUTHERN
PINE FLOOR JOISTS:
@ 16" OR 19.2" O.C.
- SEE FRAMING PLANS
FOR SIZE OF JOISTS
5/" T &G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
2nd FLR. SUBFLR.
I o`
r
0,
T/ 1st FLR. DBL. TOP R
DRYWALL
DBL. 2x4 TOP PLATE
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2x No. 1 KD SOUTHERN
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01
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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.
Z
O
NOTE:
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O
0 ^
o =�
16" OR 19.2" O.C.
!S
Wlz
w
o
- EA. SIDE OF FOOTING
K
EE FRAMING PLANS
'
- w/ GRAVEL FILL
BACKFILLING
FOR SIZE OF JOISTS
03 T/ FDN. WALL
- PIPE TO DAYLIGHT
U)
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o S
U) w =
U
2x4 KEY -WAY IN FOOTING
Z
-B
- GLUED, NAILED, AND SCREWED
8 "x18"
�z3M
NOTE:
1st FLR. SUBFLR.
CONCRETE FOOTING:
BASEMENT INSULATION NOT
- 4" GRAVEL BASE
CW
= U�
(UNLESS NOTED OTHERWISE)
2
SHOWN
6 MIL POLY VAPOR
(�
0
° °
o O O o
- TYPE AND DEPTH VARIES
O
M
J
00
N PER PLAN
T/
Z
GRAVEL FILL
O o
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< -
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FOOTING M
O
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cc PLAN FOR SPECIFIC INFO
Lu
� a°Bo
Z
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NOTE :
- PLACE @ BOTTOM OF FT'G.
(n
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I
Q
BASEMENT INSULATION NOT
STORY
° - 8 "thk. WALLS
a
01
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Z V= Z4
o LU
07 Q
Q�
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z
Q
w Q�
OEz Oar
x VERTICALLY @ 22" o.c. & (3)
GC o?
- TYPE AND DEPTH VARIES
—
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0 #4 REBARS HORIZONTALLY
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w
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z
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PLAN FOR SPECIFIC INFO
VERTICALLY @ 19" o.c. & (4) 0 �
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#4 REBARS HORIZONTALLY
o o
z
D
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m FOR ALL WALL HEIGHTS: C?
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IJ
Z
ONE HORIZ. BAR SHALL BE
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WITHIN THE TOP 24 ", ONE IN
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0 THE BOTTOM 24" w/ THE
W
- PROVIDE #4 REBARS SPACED
o REMAINING BARS EQUALLY
•
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#4 REBARS HORIZONTALLY
=
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9' -0 "h. FOUNDATION WALLS
w
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oo
af - w/ GRAVEL FILL
0
p
W
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.
31/" THICK CONCRETE
#4 REBARS HORIZONTALLY
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SLAB
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- THRU FOOTING @ 6' -0" O.C.
02- PLACE @ BWALL SECTION'- HIGH BRICK / SIDING
SCALE: 3/4" = 1' -0"
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
7/16" O.S.B. ROOF SHEATHING: -
- w/ PLY -CLIPS
10"
O.H.
ULn ,
LU
J CL
Lu>
= r
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
15 /8" BARGE MOULD
%" x 12" HARDBOARD
FRIEZE: - TRIM TO MATCH
WINDOW HEADER HEIGHTS
- EXTENDED 4%"
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
I
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.
BRICK VENEER:
- w/ METAL WALL TIES @
24" O.C. VERT. (9 BRICK COURSES)
16" O.C. HORIZONTAL
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
FLASHING
2x4 PRESSURE - TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL R, TYP.
BRICK WEEPHOLES
@ 24" O.C. HORIZONTAL
- W/ WEEP CARDS
FINISH GRADE - VARIES '
- SEE EXTERIORS, SHEET # A1.0 z
- HOLD DOWN MIN. 8 1/2" oo I %4"
FROM TOP OF WALL ILI O.H.
(2) #4 RE -BARS:
- CONTINUOUS AROUND
PERIMETER OF FDN.
- MINIMUM 2" COVERING
NOTE: 8" THICK WALLS ONLYII
VERTICAL #4 RE -BARS
@ 18" O.C., VERTICAL SPACING
- MAINTAIN MINIMUM 2" COVER
- EXTEND 18" BELOW BTM/ CURB
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
RE
PRE- ENGINEERED WOOD
ROOF TRUSSES:
@ 24" O.C.
INSULATION BAFFLE
J - IN EA. TRUSS SPACE
C C (� J r. R -38 BLOWN -IN INSULATION
C UNLESS NOTED OTHERWISE
ON PLAN
J r M L T/ 2nd FLR. DBL. TOP R
%" DRYWALL
DBL. 2x4 TOP PLATE
2x2 NAILER
5/4 NAILERS:
- 2" WIDE RIPPERS
2x4 BLOCKS @ 24" O.C.
1x2 NAILERS
%" DRYWALL
co
2x No 1 KD SOUTHERN
PINE FLOOR JOISTS:
@ 16" OR 19.2" O.C.
- SEE FRAMING PLANS
FOR SIZE OF JOISTS
5/" T &G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
2nd FLR. SUBFLR.
I o`
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T/ 1st FLR. DBL. TOP R
DRYWALL
DBL. 2x4 TOP PLATE
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2x No. 1 KD SOUTHERN
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PINE FLOOR JOISTS:
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NOTE:
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O
u
Ga
4" 0 DRAIN TILE:
16" OR 19.2" O.C.
!S
Wlz
w
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- EA. SIDE OF FOOTING
K
EE FRAMING PLANS
'
- w/ GRAVEL FILL
BACKFILLING
FOR SIZE OF JOISTS
U_
LU
- PIPE TO DAYLIGHT
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- OTHERWISE PROVIDE CONTINUOUS
58" T &G O.S.B. SUBFLOOR:
U) w =
U
2x4 KEY -WAY IN FOOTING
Z
0ax
- GLUED, NAILED, AND SCREWED
8 "x18"
�z3M
a
1st FLR. SUBFLR.
CONCRETE FOOTING:
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- 4" GRAVEL BASE
CW
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(UNLESS NOTED OTHERWISE)
2
6 MIL POLY VAPOR
(�
0
° °
o O O o
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00
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NOTE :
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BASEMENT INSULATION NOT
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BRICK
a
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0—
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07 Q
Q�
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GC o?
- TYPE AND DEPTH VARIES
—
3/4" = V -0"
Ln
PER PLAN
a
- SEE NOTES ON FOUNDATION
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PLAN FOR SPECIFIC INFO
'
NOTE:
IJ
Z
8' -0 "h. FOUNDATION WALLS
0
- 8 "thk. WALLS
- PROVIDE #4 REBARS SPACED
0=
VERTICALLY @ 22" o.c. & (3)
o
#4 REBARS HORIZONTALLY
=
g
z
9' -0 "h. FOUNDATION WALLS
w
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- 10 "thk. WALLS
co
z
a
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- PROVIDE #4 REBARS SPACED
oo
0
0
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w
#4 REBARS HORIZONTALLY
° 0
I
m
FOR ALL WALL HEIGHTS:
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0
ONE HORIZ. BAR SHALL BE
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LU
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POUR BASEMENT SLAB BEFORE
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BACKFILLING
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2x4 KEY -WAY IN FOOTING
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2
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Job No.
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Job No.
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