HomeMy WebLinkAbout1039.95.3R -13 BATT INSULATION
W/ � MIL. VAPOR BARRIER
(2) RISER AT 7 -3/4' EACH
(1) 9' TREAD
NOTE: SILL PLATE TO BE FLUSH
WITH CRAM SIDE OF
FOUNDATION WALL
IF
4' CONC. SLAB ON GRADE SLOPE 2' TO ODOR j
' , L 1 ' , L , ' 1 L
vv vv vv
0 °o °O °O °O °O °
00 00 00 00 00 00
6._8 . MIN. o; o
GRANULAR FILL °0
O °
0
o• O• o•
A 'L • • d
,v \L \ v L OD
1'-4-
FOUNDATION WALL of GARAGE REAR
�J
CRAWL and PART'L BASEMENT
FOUNDATIONS
PROVIDE TREATED
NOTE: OFFSET FACE OF STUNT
112"
R -13 BATT INSULATION
BAND BOARD AT
FROM FACE OF FOUND.
WALL
Y/ 2 MIL. VAPOR BARRIER
CONCRETE SLAB AREA
4" CONC. SLAB, ON GRADE
SLOPE 1/8" PER FOOT
3/4' RIGID INSULATION
SEE FLOOR FRAMING
BRICK VENEER
112* EXPANSION MATERIAL
3/4' FLOOR DECKING
PLAN FOR JOIST LAYOUT
2x4 TREATED PLATE
3/4' FLOOR DECKING
u'
Y /THICKENED EDGE
cu
SLOPE 1/8' PER FOOT
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
o
PLAN FOR JOIST LAYOUT
d \ v \
\ \ v ° d v
•
\ v ° O \ ♦ • v ° r °
L , d L, L. d° d d v� d • vs d
1d v r �d v ° ° v ,v °, °
A , 00
p0
•
°O° 00 \ ,
2x4 TREATED PLATE
°
d � \ O;
O ;
O o °o
° , \ v v • , \ • • v • .
L • p0 0
0 0
00 00
TYPICAL FOUNDATION WALL:
°O
°O
°°
x 8" CAP BLOCK
°O °0
°o
°O °O
O °o
x (3) 8' LINE BLOCK
00
p° * p° *
O;
p° .
O
o; 00
x SILL ANCHOR BOLTS o 6'-0" 0. C.
o°
x SILL ANCHOR BOLTS Q 6'-0* 0. C.
0.-
x 16'X8' CONCRETE FOOTING
°Q
J
J
°°
PERIMETER INSULATION
°°
°°
DROWN TO GRANULAR FILL
0 0 0
0.? :).? 11
011Q.4
° 0•
0?
PLATE
L
\ L
d d
\
4' MIN. GRANULAR FILL
v ►•
♦ , ♦ ,
,
4' MIN. GRANULAR FILL
°° d
\ • ♦ , \
v
• L j
'
UNDER 6 MIL. VISOUEEN
,
VAPOR BARRIER
, a
VAPOR BARRIER
00 0; o;
00 0;
00 0; 00 O0 O; o
0; 0; o; o; 0;
\ L
FOUNDATION WALL at PORCH - BRICK
CRAWL FOUNDATIONS
1 1/2"
3/4' FLOOR DECKING
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
2x4 TREATED PLATE
TYPICAL FOUNDATION WALL:
x 8' CAP BLOCK
x (3) 8" LIFE BLOCK
x SILL ANCHOR BOLTS o ' 6' -0' 0. C.
x 16" x8' CONCRETE FOOTING
PERIMETER INSULATION
DAWN TO GRANULAR FILL
4' MIN. GRANULAR FILL
UNDER 6 MIL. VISOUEEN
VAPOR BARRIER
CONC. SLAB ON GRADE
/ THICKENED EDGE
TYPICAL FODNIDATIO WALL:
x 4' CAP BLOCK
x (4) 8' LINE BLOCK
x 16 "x8' CONCRETE FOOTING
1'-11' MIN.
GRANULAR FILL
det.estF46
det.estF48
PART'L and FULL BASEMENT FOIN DAT I ONS
dn.estF3'i
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
R -13 BATT INSULATION
W/ 8 MIL. VAPOR BARRIER
DRYWALL
3/4' DECKING
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
8' POURED
CONC. WALL
SIDING
Ix WOOD BAND
BOARD W/ ALUM.
DRIP CAP
( SEE ELEV. )
2x4 TREATED
SILL PLATE
ANCHOR BOLTS
AT 6'-0* 0. C.
FLOOR SYSTEM at FOUNDATION WALL - SIDING
PART'L and FULL BASEMENT FOUNDATIONS det.estF38
NOTE: OFFSET FACE OF STUD 112'
SIDING
PROVIDE TREATED
FROM FACE OF FOUND. WALL
NOTE: OFFSET FACE OF STUD 112'
BAND BOARD AT
3/4' FLOOR DECKING
FROM FACE OF FOUND. WALL
4" CONC. SLAB, ON GRADE
SLOPE 1/8" PER FOOT
o
SEE FLOOR FRAMING
3/4' RIGID INSULATION
3/4' FLOOR DECKING
3/4' FLOOR DECKING
PLAN FOR JOIST LAYOUT
2x4 TREATED PLATE
4' CONC. SLAB ON GRADE
u'
Y /THICKENED EDGE
SEE FLOUR FRAMING
W /THICKENED EDGE
SLOPE 1/8" PER FOOT
PLAN FOR JOIST LAYOUT
o
d
PLATE
L , d L, L. d° d d v� d • vs d
1d v r �d v ° ° v ,v °, °
SEE FLOOR FRAMING
O °
TYPICAL FOUNDATION WALL:
DOWN TO GRANULAR FILL
o; o; 00
00 0, °o
° , \ v v • , \ • • v • .
- < . - ° - a • -
x 8' POURED CONCRETE WALL
00 °O °o
OR .DIST LAYOUT
TYPICAL FOUNDATION WALL:
°
♦
v ♦ ° O 0; O;
00 00 00 O; 0; O
x 8' CAP BLOCK
. °° . o° °°
°
o° ° ° ° o;
J
x (3) 8' LINE BLOCK
x 16'x8' CONCRETE FOOT I N
00 00 0
00 00 0; o; • °0
x SILL ANCHOR BOLTS Q 6'-0* 0. C.
°
00
2x4 TREATED
J
J
1 1/2'
v
00 00 0;
°0 0; 00 00 0; °
'• •
° 0•
PLATE
4" CONCRETE SLAB ON GRADE
4' MIN. GRANULAR FILL
° ° d ° d
o• o•
o O
o• o• o• o• o•
o 0 0 0 0 o
v
W/ 6 MIL. VAPOR BARRIER
\ v v ° °
v.
,
VAPOR BARRIER
, a
00 0; o;
00 0;
00 0; 00 O0 O; o
0; 0; o; o; 0;
\ L
TYPICAL FOINDATIaI WALL:
TYPICAL FOUNDATION WALL:
- SIDING
x 4' CAP BLOCK
CRAWL and PART'L
v
° °o° 00 00
°O °o °o
O; O; o; 00 0; 0
�:
-1
t,
x 8' P(NDED CONCRETE WALL
x (4) 8' LINE ILOCK
r L , r L ° d °
d v ° , d o ,
° d
,
n
°O
°O °O �• °�
GRANULAR FILL
--
x SILL Alt BATS o 6' -O' O.C.
x 16'X8' CONCRETE FOOTING
o0 o0 00
o
°O °O
o;
o; o; o; o
7.-04-00-
L ,
L d d
O O
4' DRAIN TILE
x 16"X8' CONMETE FOOTING
• . 0
o ° °
v v ,
00
• L d
i
4' COIL SLAB al GRA[E
°°
1' -11' MIN.
Y/ 6 MID. VAPOR BARRIER
GRANULAR FILL TO
° v , ' ° ,
GRANULAR FILL
'
12' ABOVE TOP OF
,
d v L d
\
CONCRETE FOOTING
,
° -1 ° L
\ ,
4' DRAIN TILE
•
O; 00 O; 00 O;
\ ,
r
o; o; o; o;
..
4' DNtNLLAR FILL
4' DRAIN TILE
00 0; o; 0; 0;
• \
0; 00* °O p0
•• d
,
O; O; O; O; O;
• ,
, •
, , •
° 0 • 000 ° 0 • °
,
. ,
•
U,
0
• 0 0
O° O•
o
, •
,
�
b,
O• 00 O
0 0
0• O• O O
O• O• O•
FOUNDATION FALL
at PORCH - S 10 I I G
PART'L and FULL BASEMENT FOIN DAT I ONS
dn.estF3'i
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
R -13 BATT INSULATION
W/ 8 MIL. VAPOR BARRIER
DRYWALL
3/4' DECKING
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
8' POURED
CONC. WALL
SIDING
Ix WOOD BAND
BOARD W/ ALUM.
DRIP CAP
( SEE ELEV. )
2x4 TREATED
SILL PLATE
ANCHOR BOLTS
AT 6'-0* 0. C.
FLOOR SYSTEM at FOUNDATION WALL - SIDING
PART'L and FULL BASEMENT FOUNDATIONS det.estF38
5' -0'
FOUNDATION WALL at HOUSE - SIDING
PART'L and FULL BASEMENT FOUNDATIONS
6' -8' MIN.
GRANULAR FILL
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
SLOPE 2" TO DOOR
FOUNDATION WALL at GARAGE REAR
�J
R -13 GATT INSULATION CRAWL and BASEMENT FOUNDATIONS
W/ 2 MIL. VAPOR BARRIER
3/4' RIGID INSULATION NOTE: OFFSET FACE OF STUD 112*
FROM FACE OF FOUND. WALL
SIDING
GRADE lx BAND BOARD W/ 112" DRYWALL
DRIP EDGE
(SEE ELEV. )
2x4 TREATED
W
SILL PLATE
4' CONC. SLAB ON GRADE
GRANULAR FILL GRANULAR FILL O
TO 12' ABOVE v v
TOP OF FOOTING , oo °o 00 00
°o °O o °o °o
00 00
4' DRAIN TILE 00
°O °
O°
0
o•
°
\ °
d °
♦ v °v °, ♦ bo
det.estF31
NOTE: OFFSET FACE OF STUD 112'
SIDING
PROVIDE TREATED
FROM FACE OF FOUND. WALL
NOTE: OFFSET FACE OF STUD 112'
BAND BOARD AT
3/4' FLOOR DECKING
FROM FACE OF FOUND. WALL
CONCRETE SLAB AREA
SEE FLOOR FRAMING
3/4' RIGID INSULATION
3/4' FLOOR DECKING
PLAN FOR JOIST LAYOUT
2x4 TREATED PLATE
4' CONC. SLAB ON GRADE
u'
Y /THICKENED EDGE
SEE FLOUR FRAMING
2x4 TREATED
SLOPE 1/8" PER FOOT
PLAN FOR JOIST LAYOUT
o
d
PLATE
L , d L, L. d° d d v� d • vs d
1d v r �d v ° ° v ,v °, °
PERIMETER INSULATION
O °
TYPICAL FOUNDATION WALL:
DOWN TO GRANULAR FILL
o; o; 00
00 0, °o
00 I °o °o
°o °� °� °�
° °
x 8' POURED CONCRETE WALL
00 °O °o
TYPICAL FOUNDATION WALL:
°
OVERDIG
x SILL ANCHOR BOLTS a 6'-0" 0. C.
x 8' CAP BLOCK
. °° . o° °°
°
o° ° ° ° o;
J
x (3) 8' LINE BLOCK
x 16'x8' CONCRETE FOOT I N
°
x SILL ANCHOR BOLTS Q 6'-0* 0. C.
°
00
SEE TYPICAL
J
J
v
00
7
° 0•
,
4" CONCRETE SLAB ON GRADE
4' MIN. GRANULAR FILL
° ° d ° d
° , ° ° ° °
♦
J.
,
UNDER 6 MIL. VISOUEEN
W/ 6 MIL. VAPOR BARRIER
\ v v ° °
v.
,
VAPOR BARRIER
, a
1' -4'
29 FOUNDATION
I&
WALL at PATIO
- SIDING
CRAWL and PART'L
v
° °o° 00 00
det.estF29
-1
t,
b.
00 00 00 00
4" MIN.
r L , r L ° d °
d v ° , d o ,
° d
,
n
° ,
°
° 00 p0 00
°O °O
GRANULAR FILL
o. o. o. o0 00
d
v °
L
� 'I d
o0 o0 00
o
°O °O
L ♦
L ,
L d d
O O
4' DRAIN TILE
5' -0'
FOUNDATION WALL at HOUSE - SIDING
PART'L and FULL BASEMENT FOUNDATIONS
6' -8' MIN.
GRANULAR FILL
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
SLOPE 2" TO DOOR
FOUNDATION WALL at GARAGE REAR
�J
R -13 GATT INSULATION CRAWL and BASEMENT FOUNDATIONS
W/ 2 MIL. VAPOR BARRIER
3/4' RIGID INSULATION NOTE: OFFSET FACE OF STUD 112*
FROM FACE OF FOUND. WALL
SIDING
GRADE lx BAND BOARD W/ 112" DRYWALL
DRIP EDGE
(SEE ELEV. )
2x4 TREATED
W
SILL PLATE
4' CONC. SLAB ON GRADE
GRANULAR FILL GRANULAR FILL O
TO 12' ABOVE v v
TOP OF FOOTING , oo °o 00 00
°o °O o °o °o
00 00
4' DRAIN TILE 00
°O °
O°
0
o•
°
\ °
d °
♦ v °v °, ♦ bo
det.estF31
3/4" FLOOR DECKING
xC MUM rKAnIM)
PLAN FOR JOIST LAYOUT
(2) RISER AT 7 -3/4' EACH
1 9-1\ 11 IL I LI\ 1IWULA I l U1\
DOWN TO GRANULAR FILL
UAN 8LLU
3) 8" LINE BLOCK
ILL ANCHOR BOLTS o 6'-0* 0. C.
3'x8' CONCRETE FOOTING
HULK a MIL. VISUUEEN
APOR BARRIER
det.estF28
SIDING
112" INSULATION SHEATHING
TYPICAL FOUNDATION WALL:
x 8' CAP BLOCK
x (3) 8' LINE BLOCK
x SILL ANCHOR BOLTS o 6'-0' O.C.
x 16 "x8" CONCRETE FOOTING
VERD I G GRACE
If
FOUNDATION WALL at GARAGE - SIDING
CRAWL and BASEMENT FOUNDATIONS de t . es t F27
NOTE: OFFSET FACE OF STUN) 112"
FROM FACE OF FOUND. WALL
112' INSULATION SHEATHING
BRICK VENEER ,;;
t
FIN. GRADE
\, ♦ v v °,
° o °
°0' °o
1. o• o• o•
° e v
a v n v v
° v
v
cLl a � a v
v
° v
v
A v p
21 FOUNDATION WALL at GARAGE -
TWO -STORY SLAB FOUNDATIONS
112' DRYWALL
ANCHOR BOLTS AT 6' 0. C.
4' CONC. SLAB ON GRADE
GRANULAR FILL
TYPICAL FOUNDATION WALL:
x 8' CAP BLOCK ON 12' CAP BLS(
x 16"x24* CONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
W/ (2) r4 BARS CONT. ON
CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
2.000 P.S.F.
BRICK RETURNS
z
C)
_
07
LLl
cr
C3
z
C=) �
SIDING
PROVIDE TREATED
R -13 GATT INSULATION
NOTE: OFFSET FACE OF STUD 112'
BAND BOARD AT
W /.2 MIL. VAPOR BARRIER
FROM FACE OF FOUND. WALL
CONCRETE SLAB AREA
3/4' RIGID INSULATION
3/4' FLOOR DECKING
2x4 TREATED PLATE
4' CONC. SLAB ON GRADE
u'
Y /THICKENED EDGE
SEE FLOUR FRAMING
SLOPE 1/8" PER FOOT
PLAN FOR JOIST LAYOUT
L , d L, L. d° d d v� d • vs d
1d v r �d v ° ° v ,v °, °
PERIMETER INSULATION
° ° °
O °
DOWN TO GRANULAR FILL
o; o; 00
00 0, °o
00 I °o °o
°o °� °� °�
1 1 /2'
00 O; QO
00 °O °o
TYPICAL FOUNDATION WALL:
00 °o °O
°O °O °O °°
16' -18' MIN.
x 8' CAP BLOCK
. °° . o° °°
°
o° ° ° ° o;
GRANULAR FILL
x (3) 8' LINE BLOCK
o °
°
x SILL ANCHOR BOLTS Q 6'-0* 0. C.
0 . ° •
°
00
SEE TYPICAL
x 16'x8" COMTE FOOTING
FOUNDATION WALL
00
°O
° 0•
o•
4' MIN. GRANULAR FILL
° ° d ° d
° , ° ° ° °
♦
°
UNDER 6 MIL. VISOUEEN
d r °
, ,
\ v v ° °
v.
,
VAPOR BARRIER
1' -4'
29 FOUNDATION
I&
WALL at PATIO
- SIDING
CRAWL and PART'L
BASEMENT FOUNDATIONS
det.estF29
3/4" FLOOR DECKING
xC MUM rKAnIM)
PLAN FOR JOIST LAYOUT
(2) RISER AT 7 -3/4' EACH
1 9-1\ 11 IL I LI\ 1IWULA I l U1\
DOWN TO GRANULAR FILL
UAN 8LLU
3) 8" LINE BLOCK
ILL ANCHOR BOLTS o 6'-0* 0. C.
3'x8' CONCRETE FOOTING
HULK a MIL. VISUUEEN
APOR BARRIER
det.estF28
SIDING
112" INSULATION SHEATHING
TYPICAL FOUNDATION WALL:
x 8' CAP BLOCK
x (3) 8' LINE BLOCK
x SILL ANCHOR BOLTS o 6'-0' O.C.
x 16 "x8" CONCRETE FOOTING
VERD I G GRACE
If
FOUNDATION WALL at GARAGE - SIDING
CRAWL and BASEMENT FOUNDATIONS de t . es t F27
NOTE: OFFSET FACE OF STUN) 112"
FROM FACE OF FOUND. WALL
112' INSULATION SHEATHING
BRICK VENEER ,;;
t
FIN. GRADE
\, ♦ v v °,
° o °
°0' °o
1. o• o• o•
° e v
a v n v v
° v
v
cLl a � a v
v
° v
v
A v p
21 FOUNDATION WALL at GARAGE -
TWO -STORY SLAB FOUNDATIONS
112' DRYWALL
ANCHOR BOLTS AT 6' 0. C.
4' CONC. SLAB ON GRADE
GRANULAR FILL
TYPICAL FOUNDATION WALL:
x 8' CAP BLOCK ON 12' CAP BLS(
x 16"x24* CONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
W/ (2) r4 BARS CONT. ON
CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
2.000 P.S.F.
BRICK RETURNS
z
C)
_
07
LLl
cr
C3
z
C=) �