HomeMy WebLinkAbout0768.95.2EAD DOOR
CK ANCHORED
AS
'ICAL FOUNDATION
GARAGE DOOR _• --
M
112' EXPANSION
JOINT
5 -1/2'
SL 0 PPP
1/8 IF T.
0o Yoga. 00 o0 op
\�
4-'CONC. SLAB
_ ON 4'MIN. GRAN. FILL
CRAWL
8' 'bQNC. BLOCK
8 0 0,Q
0
a�pops
�- 16'X8' CONC.--
FTG.
�L FOUNDATION
6 �.
TI 0
WALL SET —UP AT n
HORIZ.
SIDING
IOR
FRAME
3'- 1' -0'-
21 • '
2' X10- S'
S- L' BLOCK
I'
0
• ' I Cf0 O
o 0 0
WD. PLATE CRAWL
101 S
1/2' DRYWALL
:ATHING
4, 2- • 12 WO
BM
13 WALL INSULATION '
61kER
W0. PLATE
8•CONC. BLOCK
'2'x4' PLATE
CRAWL
4' MIN.
Will
/
1 /2'EXPANSIO}" MATERIAL
°
�%
o
UNDER
6 MIL V. P.
- PERIMETER INSULATION
DOWN TO GRAN FILL
SOLID L BLOCK
kOCK
p
°
o- e
%
�4' C4. SLAB
t BOLTS
CRAM
BOLT AT PIER - - -_
WASHER IN SILL
kOCK
AT
10 BLOCK -
16-W XS-H. CONC.
FTO.
F TG.
PI CAL
4' ARAN FILL
B W/
r,21
6 MIL. POLYTHYLENE
UNDER MIL ASO V ►
C R AWL
SP AC_E
WALL
VAPOR BARRIER
g')116' CONC. BLK PIER -
REAR
FILL UNDER V160
2'X12' WIDE STYROFOAM
WALL
` PERIMETER INSULATION
TM�
J
12' GRANULAR
%L L
x
° � o p o o -
00 o 00 o
°
a
'
CONC'-., ,FOOTING
Z'
,
1' X 0'
'IC
UNDER 6 Mil VISQ
v P
AL
FOUND.
AT B_R I
16
16'w K8'XX- /CONC.
/ .._ _
1 2 1' 0"
START 4-CONC
AT TOP BLOCK
-2" 110' R JOISTS
AT 16' C
SILL ANCHOR BOLTS —
AT 6 0 - 0,C
It
&-SOLID CAP BLOCK -
FLR. JS i
21 • '
2' X10- S'
S- L' BLOCK
I'
0
• ' I Cf0 O
o 0 0
WD. PLATE CRAWL
101 S
2- ,S- TR E A TE R
4, 2- • 12 WO
BM
BOLTS AT
W0. PLATE
8•CONC. BLOCK
CRAWL
4' MIN.
Will
6' -8' ARAN. FILL
-
/'
°
�%
o
UNDER
6 MIL V. P.
- PERIMETER INSULATION
DOWN TO GRAN FILL
SOLID L BLOCK
16'L SILL ANCHOR
p
°
o- e
%
CRAM
BOLT AT PIER - - -_
WASHER IN SILL
16'X8' CON
AT
10 BLOCK -
16-W XS-H. CONC.
FTO.
F TG.
PI CAL
4' ARAN FILL
B W/
BRICK
UNDER MIL ASO V ►
C R AWL
SP AC_E
WALL
AT
g')116' CONC. BLK PIER -
REAR
FILL UNDER V160
V 0
GARAGE
WALL
I
1/2 - -1 -0-
-2" 110' R JOISTS
AT 16' C
SILL ANCHOR BOLTS —
AT 6 0 - 0,C
It
&-SOLID CAP BLOCK -
/ - 'L'BIOCK
r4- C ONC &LAS
ON 6 MIL ASQ V P
6' - A- ARAN FILL
6- CONIC BLOCK
16' ■ 6' CONC
\ F TD
— 4 t BRICK VENEER
61 -01 EXCAVATED
low
wo
- FIN GRADE
-12" CONC BLOCK
-201 .4 p CONC
F TO
T I CAL CONC. BLOCK _ TYPICAL CRAWL SPACE
!IIER FOUNDATION 1/2'-1-0. WALL AT BRICK VENEER 1/2.4 -0-
2- x 10' FLR. JSTS.
2'x8' TREATED
WD. PLATE -� — 2 4'x8'K56'
I P C. L TL S
8'CONC. BLOCK
_- 0 °p p p 0 p�''S— O a
$o o�' o� quo 0 �o
op 00 0 00 00 R. 00
4' MIN. GRAN FILL -�
16'W x8'H. CO
F TG.
PR AST LINTEL AT
I NTE RIOR BRGo WALL 1/2 - =1 -0' 1
12 "D. X 36 "H. CONC.
,POST FOOTINGS
I I I
3/4"ll , 810 1/
I I
E CONIC. POST
i I
F00 DETAIL -13 THIS SHT.
I
il �
- - - - -�-
I
- - - - - - - - - - -
L
SUN, DECK FOUNDATION
OPTION
1/4' -1' -0'
I
I
I
FIN.ORAOE
I i
i
'
4-X4- TREATED
i I I
WD. POST
o
CONC. FILL
CONC. POST FOOTING
— - 13)
DETAIL 3/4" =1' -0
8' 2' - 8"
�i
2 _ 0„ 8"
O
i
8
v
v
I
co
FIRST FLR. YAP.
W /BRICK
FI RF PI AnF nPTi nN.
•'SOLID CAP BLOCK
4- CONC -SLA
y i VAR S r
6 MIL POL YTNYL o 0 0 0� o
VAPOR BARRIER
6' - B' GRAN FILL -
• CONIC BLOCK _ °
1S' x R CONC -
F TB
-0' EXCAVATED
r
SILL1 ANCHOR BOLTS
AT S d 0 C
i
SECTION AT GARAGE
FOUNDATION 11=.1 -0�'
't 5 -0' EXCAVATED
CRAWL N ♦1
SILL ANCHOR BOL TE-
AT SI 0 , 0 C
I
PERIMETER INSUL
I,
i
4 MIN GRAN FILL _ 18' x B' CONIC
UNDER 6 MIL VISA V.P
F TO.
TYPICAL CRAWL SPACE_
W
9)
ALL AT FRAM E 1/2--1 -0'` --
I.
4j' SF?WK V'EMEM
112' EXPANSION
JOINT
4a, SL
V8 PER FT.
0
1 - 0 AC- SLAB
SILL ANCHOR BOLTS Ott 1'MIN. GRAN. FILL
AT 8' - 0 0. C. goo 1. s3ux -tL", PeitRs�
c.~- Arw-
411coNG. '
SLAB 3 8' CONIC. 'B.LOCK
0
VIA . CaKT.
co,
——co� p PERIMET£}2
', Ft��Tt*IG -+E 9RAtTl
O
4u Mt4 4RAd. F11-t 18' x 8' CONC.
OVER (p MIL. V1 5Q. N,r-
F TG.
PORCH FOUNDATION
14
I I
I t
i I
I I
8" J�
I
I i
I } �
•' I
r - -- I
\ I I
J
I
�I I
V
I >< I
i \
i _
FIRST FLR. F.
W /NO BRICK
FI RF PI AC;F nPTi nN
4- BRI KNEER -
5 -0' EXCAVATE
boo- 1
F 1 N' OR AOE -
12',,CONC BLOCK----4-
- °p
SILL ANCHOR SOLTSt,
AT B' -d O.C. -�
/r
' ' o
t1ES
CTION AT GARAGE
RICK VENEER
•
$'SOLID CAP SL
' -8' ARAN. FILL
- —10' CONC. BLOCK
16' X 8' CONC.
F T0.
1,2' -1' -0'
2"x10'
FLR. JS i
21 • '
S- L' BLOCK
I'
0
• ' I Cf0 O
o 0 0
WD. PLATE CRAWL
101 S
2- ,S- TR E A TE R
4, 2- • 12 WO
BM
BOLTS AT
W0. PLATE
8•CONC. BLOCK
CRAWL
4' MIN.
Will
CRAWL `-
UNDER
6 MIL V. P.
PERIMETER INSUL -
16'L SILL ANCHOR
16' X 8'
RECESS ANCHOR
SOL T w
CRAM
BOLT AT PIER - - -_
WASHER IN SILL
PLATE
AT
10 BLOCK -
16-W XS-H. CONC.
F TG.
PI CAL
INTERIOR
B W/
BRICK
- 4' CONC OMAN
1/2' =1' -0' 15
g')116' CONC. BLK PIER -
,I
-Ti
FILL UNDER V160
V 0
TM�
J
° � o p o o -
00 o 00 o
°
o a �
��
4u MIN OR AN illl
,
UNDER 6 Mil VISQ
v P
16'w K8'XX- /CONC.
P �
/ - 'L'BIOCK
r4- C ONC &LAS
ON 6 MIL ASQ V P
6' - A- ARAN FILL
6- CONIC BLOCK
16' ■ 6' CONC
\ F TD
— 4 t BRICK VENEER
61 -01 EXCAVATED
low
wo
- FIN GRADE
-12" CONC BLOCK
-201 .4 p CONC
F TO
T I CAL CONC. BLOCK _ TYPICAL CRAWL SPACE
!IIER FOUNDATION 1/2'-1-0. WALL AT BRICK VENEER 1/2.4 -0-
2- x 10' FLR. JSTS.
2'x8' TREATED
WD. PLATE -� — 2 4'x8'K56'
I P C. L TL S
8'CONC. BLOCK
_- 0 °p p p 0 p�''S— O a
$o o�' o� quo 0 �o
op 00 0 00 00 R. 00
4' MIN. GRAN FILL -�
16'W x8'H. CO
F TG.
PR AST LINTEL AT
I NTE RIOR BRGo WALL 1/2 - =1 -0' 1
12 "D. X 36 "H. CONC.
,POST FOOTINGS
I I I
3/4"ll , 810 1/
I I
E CONIC. POST
i I
F00 DETAIL -13 THIS SHT.
I
il �
- - - - -�-
I
- - - - - - - - - - -
L
SUN, DECK FOUNDATION
OPTION
1/4' -1' -0'
I
I
I
FIN.ORAOE
I i
i
'
4-X4- TREATED
i I I
WD. POST
o
CONC. FILL
CONC. POST FOOTING
— - 13)
DETAIL 3/4" =1' -0
8' 2' - 8"
�i
2 _ 0„ 8"
O
i
8
v
v
I
co
FIRST FLR. YAP.
W /BRICK
FI RF PI AnF nPTi nN.
•'SOLID CAP BLOCK
4- CONC -SLA
y i VAR S r
6 MIL POL YTNYL o 0 0 0� o
VAPOR BARRIER
6' - B' GRAN FILL -
• CONIC BLOCK _ °
1S' x R CONC -
F TB
-0' EXCAVATED
r
SILL1 ANCHOR BOLTS
AT S d 0 C
i
SECTION AT GARAGE
FOUNDATION 11=.1 -0�'
't 5 -0' EXCAVATED
CRAWL N ♦1
SILL ANCHOR BOL TE-
AT SI 0 , 0 C
I
PERIMETER INSUL
I,
i
4 MIN GRAN FILL _ 18' x B' CONIC
UNDER 6 MIL VISA V.P
F TO.
TYPICAL CRAWL SPACE_
W
9)
ALL AT FRAM E 1/2--1 -0'` --
I.
4j' SF?WK V'EMEM
112' EXPANSION
JOINT
4a, SL
V8 PER FT.
0
1 - 0 AC- SLAB
SILL ANCHOR BOLTS Ott 1'MIN. GRAN. FILL
AT 8' - 0 0. C. goo 1. s3ux -tL", PeitRs�
c.~- Arw-
411coNG. '
SLAB 3 8' CONIC. 'B.LOCK
0
VIA . CaKT.
co,
——co� p PERIMET£}2
', Ft��Tt*IG -+E 9RAtTl
O
4u Mt4 4RAd. F11-t 18' x 8' CONC.
OVER (p MIL. V1 5Q. N,r-
F TG.
PORCH FOUNDATION
14
I I
I t
i I
I I
8" J�
I
I i
I } �
•' I
r - -- I
\ I I
J
I
�I I
V
I >< I
i \
i _
FIRST FLR. F.
W /NO BRICK
FI RF PI AC;F nPTi nN
4- BRI KNEER -
5 -0' EXCAVATE
boo- 1
F 1 N' OR AOE -
12',,CONC BLOCK----4-
- °p
SILL ANCHOR SOLTSt,
AT B' -d O.C. -�
/r
' ' o
t1ES
CTION AT GARAGE
RICK VENEER
•
$'SOLID CAP SL
' -8' ARAN. FILL
- —10' CONC. BLOCK
16' X 8' CONC.
F T0.
1,2' -1' -0'
2"x10'
FLR. JS i
2'x6' TREATED
S- L' BLOCK
I'
0
• ' I Cf0 O
o 0 0
WD. PLATE CRAWL
115%. SILL
ANCHOR
BOLTS AT 4' - 0'O.C.
BOLTS AT
8' -0' O.0
8•CONC. BLOCK
CRAWL
4' MIN.
Will
°
UNDER
6 MIL V. P.
16' X 8'
CONC.
F TG.
4' MIN. GRAN F J
,
FOUND
AT
CONC.
16-W XS-H. CONC.
F TG.
PI CAL
INTERIOR
B W/
BRICK
E A R I N G WALL 1/2'-1' -0'
4' BRICK VENEER DOW L SEAL UNDER
�TRE 0 2'X4' PLATE
EXPANSION JT.
j �4' CONC. SL AS
1 6` L' BLOCK
4' BRICK VE R
FIN. GRADE
VARIES
H
a
0
v
r'
ON
Z
O
s
I�
Q
SILL ANCHOR -0' O.C. o BOLTS °06° �S'! 8' ARAN. FILL
AT 8'
8' CONC. BLOCK
• ' X 16' CONC.
FTB. SHEI
S TION AT GARAGE
16 0 ! f% 11 \/r Air r n
GRADE
S- L' BLOCK
I'
0
• ' I Cf0 O
o 0 0
ANC
BOLTS AT 4' - 0'O.C.
•
2'PJRIM
24' A.
R INSULATION
WA
0
4' MIN.
GRA FILL
UNDER
6 MIL V. P.
16' X 8'
CONC.
F TG.
TY CAL
FOUND
AT
CONC.
A
B W/
BRICK
1/2' =1' -0' 15
1 6` L' BLOCK
4' BRICK VE R
FIN. GRADE
VARIES
H
a
0
v
r'
ON
Z
O
s
I�
Q
SILL ANCHOR -0' O.C. o BOLTS °06° �S'! 8' ARAN. FILL
AT 8'
8' CONC. BLOCK
• ' X 16' CONC.
FTB. SHEI
S TION AT GARAGE
16 0 ! f% 11 \/r Air r n