HomeMy WebLinkAbout1319.97.7NOTE: OFFSET FACE OF STUD 112"
R -13 BATT INSULATION FROM FACE OF FOUND. WALL
W/ 2 MIL. VAPOR BARRIER ,
3/4" DECKING
SEE FLOOR FRAMING
PLAN FOR DETAILS
TYPICAL FOUNDATION WALL:
* 8" POURED CONCRETE WALL
* S[LL ANCHOR BOLTS ® 6' -0" O.C.
* 16 "X8" CONCRETE FOOTING
* #3 STEEL WALL REINFORCING
2" FROM FACE OF WALL
* LOOP WIRE REINFORCING
4" CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER
4" GRANULAR FILL
4" DRAIN TILE
0
V
p v
r—
0 1/2"
w
= o
I
3/4" RIGID INSULATION
BRICK VENEER
20 TREATED
SILL PLATE
WATERPROOFING
p v
d p
p v
d° GRANULAR FILL TO
=o d p ° 00 o0 00 o0 0
12 " ABOVE TOP OF
00 o0 00 oa
o0 o" o0 00 ° CONCRETE FOOTING
1 L °°O °O
L Q°
r , ° ° ° r 0° 00 0" 0 ° 4" DRAIN TILE
v �
°o o'. 0.- Qo ILL d d d Qo °o Qo 0'
v v O °o °
FOUNDATION WALL at HOUSE - BRICK
PART'L and FULL BASEMENT FOUNDATIONS
det.estF50
2x WOOD FINISH
DOOR FRAME MATERIAL
1x2 DOOR TRIM
BY O.H. DOOR
MANUFACTURER
4" CONC. SLAB ON GRADE
4" GRANULAR FILL
o� o�
112" EXPANSION MATERIAL
v
O O
O d
p
0° '\
2" OVERHEAD DOOR
PROVIDE THICKENED
SLAB AT FRONT
4" CONC. SLAB ON GRADE
6 " -8" GRANULAR FILL
TYPICAL FOUNDATION at GARAGE DOOR
ALL FOUNDATION TYPES
det.estF37
NOTE: OFFSET FACE OF STUD 112"
FROM FACE OF FOUND. WALL
112" DRYWALL
2x4 TREATED
SILL PLATE
4" CONC. SLAB ON GRADE
GRANULAR FILL
SIDING
112" INSULATION SHEATHING
TYPICAL FOUNDATION WALL:
* 8" CAP BLOCK
* (3) 8" LINE BLOCK
* SILL ANCHOR BOLTS 0 6' -0" O.C.
* 16 "x8" CONCRETE FOOTING
OVERDIG
p v p
p
v p p
° ° 0 0
o0 o0 00 00 00
00 O
Oo
00 O
00
O
p
p p O
°
GRADE
FOUNDATION WALL at GARAGE - SIDING
CRAWL and BASEMENT FOUNDATIONS de t . es tF27
NOTE:
OFFSET FACE
OF STUD 112"
FROM FACE OF
FOUND. WALL
NOTE: OFFSET FACE OF STUD 112"
FROM FACE OF FOUND. WALL
4" CONC. SLAB ON GRADE
SLOPE 1/8"
PER FOOT
3/4" FLOOR DECKING
3 -1/2" D[A.
2x4 TREATED
BRICK VENEER
W /THICKENED EDGE
A..,,
SEE FLOOR FRAMING
ADJUSTABLE STEEL
SILL PLATE
112" INSULATIN SHEATHING
a d o a d
o a d
FOR JOIST LAYOUT
COLUMN
° � ° °
° ° p ° °
p p
a
METAL ANCHOR PLATE
TYPICAL FOUNDATION WALL:
p 00
00
00° 00 00
2x4 TREATED
"
4 CONC. SLAB ON GRADE
* 8" CAP BLOCK
o0
o0
o0 o0
00 00 00
00
00 00
WOOD PLATE
W/ 6 MIL. VAPOR BARRIER
* w
12 CAP BLOCK
1 1/2"
0
o0
00
00 0
0 00 00
00 00 00
00
00
° L °
"
4" MIN. GRANULAR FILL
TYPICAL FOUNDATION WALL:
4"
ON 6 MIL. VlSOUEEN
w
* (2) 10" LINE BLOCK
TYPICAL FOUNDATION WALL:
0 00
o°
°0
o° o
00 O0 O0 °0
o° o° o�
o°
Q0 °0
o°
dLr :
8 POURED CONCRETE WALL
VAPOROBARR[DER
VAPOR BARRIER
6 " -8" MIN.
jv
* SILL ANCHOR BOLTS ®6' -0" O.C.
' 4" CAP BLOCK
0 °0
00
00 00 00 00
00 00
° ° °
=o
* SILL ANCHOR BOLTS ®6' -0" O.C.
GRANULAR FILL
* 20 "x8" CONCRETE FOOTING
* (4) 8" LINE BLOCK
°o
°0 00 °0
Q0
°0
° L
L
N
W
* 16 "X8" CONCRETE FOOTING
GRADE
* w w
16"X8" CONCRETE FOOTING
O
O ° o ° ° °
O O O
° °
O O
r J
`
J
* #3 STEEL WALL REINFORCING
SEE FOUNDATION PLAN
L p p L p p L p p L p p L
o o
p p
,
v v
0 0 0 0 0
°
°
0 ° ° °
Q
0 °
2" FROM FACE OF WALL
FOR PAD DIMENSIONS
°
o0 00 o0
L d d p� d d
0
00 00
° ° ° ° °
o° o° o o° o°
° 0
1'-11" MIN.
° L v
L
_
* LOOP WIRE REINFORCING
° ° ° p �p ° ° ° ° �p
° ° °
°
=
�-
°
GRANULAR FILL
J
p ° p °
° ° °
'�'
0° o". °
°
OVERDIG
GRANULAR FILL TO
p p
r
"
4" CONC. SLAB ON GRADE
° p p °
o ° 0
12" ABOVE TOP OF
° p L, J, o d p
WATERPROOFING
° o °v
W/ 6 MIL. VAPOR BARRIER
° Q °
CONCRETE FOOTING
L
L °
°
6"
L d
4" DRAIN TILE
°
Q0 Q0
Q0
Q0
° r tr
°° °° °°
°° °°
°°
4" GRANULAR FILL
� ° o° ° p
=
4" DRAIN TILE
o° o°
o°
0°
a '
WIDTH
p p p
� ° ° ° � ° °
co
Q°° Q°°
Q°° QO°
� d
L d
d p J
d IL
d
Q0 00
Q0
00
, L
p
L
p L , p
lr -nw
0
Q° Q0 Q0
00
Ev'
°
°00
Q0 Qo
Q0 Q0
°
O°
O
�
p p
°�°
0 O0
p0
°
TYPICAL
FOUNDATION
at STEEL
COLUMN
AF FOUNDATION WALL at GARAGE
- BRICK
RETURNS
FOUNDATION WALL
at PORCH
—
SIDING
SLAB and BASEMENT FOUNDATIONS
det.estF25
F35
CRAWL and BASEMENT FOUNDATIONS
d e t . e s tF44
PART'L and FULL BASEMENT FOUNDATIONS
de t . es tF35
LINE OF BRICK HEARTH WALL BEYOND
5/8"
NOTE: OFFSET FACE
OF STUD 112"
R-13 BATT INSULATION
3/4" FLOOR DECKING
FROM FACE
OF FOUND. WALL
W/ 2 M[L. VAPOR BARRIER
NOTE: OFFSET FACE OF STUD 112"
4x8216 C.M.U.
FROM FACE OF FOUND. WALL
3/4" RIGID INSULATION
LAID FLAT
R -13 BATT INSULATION
3/4" RIGID INSULATION
SEE FLOOR FRAMING
=
SEE FLOOR FRAMING PLAN FOR
W/ 2 MIL. VAPOR BARRIER
SIDING
PLAN FOR JOIST LAYOUT
SIDING
_�
HEADER CONDITIONS
DRYWALL
1x WOOD BAND
2x4 TREATED
v
1x BAND BOARD W/
828
x
3/4" DECKING
BOARD W/ ALUM.
PLATE
°
°.o
o
GRADE
DRIP EDGE
co
8x8
DRIP CAP
TYPICAL FOUNDATION WALL:
=
J
J
�
(SEE ELEV.)
(SEE ELEV.)
* 8" POURED CONCRETE WALL
O
_N
°
�
OVERDIG
4
SEE FLOOR FRAMING
* SILL ANCHOR BOLTS ®6 -0 O.C.
�-
�r
�
WATERPROOFING
°4 a °°
4x8 PRE -CAST CONCRETE
PLAN FOR JOIST LAYOUT
2x4 TREATED
* 16 "x8" CONCRETE FOOTIN
W
J°
°
p
o
4
LINTELS f3l - BOTTOM
°
° L
°
°
SILL PLATE
* 03 STEEL WALL REINFORCING
J
v J
o
AT 8" BELOW TOP OF WALL
L
* LOOP WIRE REINFORCING
8" POURED
,�,
a
GRANULAR FILL
°
°P
428 PRE -CAST CONCRETE LINTELS
CONC. WALL
° �°
ANCHOR BOLTS
4" CONCRETE SLAB ON GRADE
J°
J
r
L
TO 12" ABOVE
(2 EACH SIDE) - BOTTOM AT
° L °
L
AT 6'-0" O.C.
W/ 6 MIL. VAPOR BARRIER
0 00 00 00
°0 00 00
00
TOP OF FOOTING
°
16" BELOW TOP OF WALL
°
r
4 " MIN.
v
° d d
° v
o a d d
v
°
v
�v
0 00 00 00
o0 O0
O0
4" DRAIN TILE
4x8 PRE -CAST CONCRETE
GRANULAR FILL
O°
00 00 00
0 00
,d
L
° r ,
L
00 00 00
TYPICAL
LINTEL POCKET FOR
LINTELS (2) - BOTTOM
o° 0,
O O
o°
O °
L °
L
d
° ° O
°°
PRE
-CAST LINTELS
AT 24" BELOW TOP OF WALL
FLOOR
SYSTEM
at
FOUNDATION
WALL
- SIDING
4" DRAIN TILE
F38
PART'L and FULL BASEMENT FOUNDATIONS
det.estF38
5'
-0"
RAISED BRICK HEARTH SECTION
F23
PART'L and FULL BASEMENT FOUNDATIONS
det.estF23
FOUNDATION
WALL a
t HOUSE -
SIDING
31
PART'L and FULL
BASEMENT
FOUNDATIONS
det.e5tF31
SCALE - 3/4" = 11-0"