HomeMy WebLinkAbout05010014 Lot 888 VOWC pg. 3INSULATION
BRI
FO
GARAGE SLAB
1
N
I-JOIST
GARAGE SLAB
GONG. WALL
16"x8" DEEP
GONG. FOOTING
BRICK VENEER
FOUNDATION.
WATER
PROOFING
PERIMETER
DRAIN
z o i
HDR I6" BELOW
BOTTOM OF JOIST
11 1/8" I- JOISTS
24" O.C. MAX
13' -6 3/4"
FINISHED BASEMENT
GEE SHEET 4
BASEMENT
FOUNDATION
4" MIN. GAAVEL FILL
4 MIL VAPOR BARRIER
q' TALL WALLS
11 1/8" I- JOISTS
e 24" OC. MAX
I2' -3 1/2"
11 1/8" l- JOISTS
24" 0.C. MAX
11 1/8" I- JOISTS
9 24" O.C. MAX
19' -8 3/4
LAM. COLUMN
COLUMN
ON 36" SQ. PAD
2' -1 1/4' 6' -0 1/4"
TNICKENED SLAB
36' -8"
L_
9' -10 3/4"
6 1 /4"
16' -11 1/4"
11 1/8" I JOISTS
0 24" O.C. MAX
11 1/8" l- JOISTS
e 24" O.C. MAX
I6' -5 3/4"
BATTERY BACK UP
TO MAIN SUMP;
ADD 2ND SUMP
PIT
W H. O t:
0 FLOOR
STAND DRAIN
12' -1 1/2"
11 1/8" I- JOISTS
24" O.C. MAX
11 1/8" I JOISTS
24" O.C. MAX
NPR 0 16" BELOW
BOTTOM OF JOIST
8' -6 1/8"
Mar AI Or
111111=1 MINI=M11
I 6 -83/4 -1
31' -0"
GARAGE SLATS
UNEXGAVATED
4" GONG. SLAB ON
4" GRAVEL FILL
SLOPE SLAB TO DRAIN
HEAT RUN 4
RETURN IN CRAWL
11 1/8" i- JOISTS
0 24" O.C. MAX
11 1/8" I- JOISTS
24" O.C. MAX
24' -4"
12" !BELOW CRAWL
TOP OF FOUND. ACCE55
11 1/8" I- JOISTS
CRAWL
SLUSH POUR
24" 0.C. MAX
14' -8"
PORCI-4 5L45
NOT EXCAVATED
14' -0"
3353 -2
UNIT RO: 66 3/4"
X 53 3/4"
CONCRETE RO:
12 3/4" WIDE
MECh
ACCESS
3' -2 1/2"
9' -4" 30' -1 1/2"
CONCRETE WINDOW
��WELL W/ BRICK LEDGE
3153 -2
UNIT RO: 14 3/4"
X 53 3/4"
GONGRETE RO:
so 3/4" WIDE
30' -0"
48' -8"
42' -8"
31' -5 1/8"
CONCRETE WINDOW
WELL IN/ BRIGK LEDGE
3153 -2
UNIT RO: 14 3/4"
X 53 3/4"
CONCRETE RO:
so 3/4" WIDE
10' -8"
SL11P DISCAARGE
TO STREET
0
1' -10 1/2"
16 "x8" DEEP
GONG. FOOT INS
GANTILEVER JOIST 4"
OVER BRICK VENEER
16"x8" DEEP
GONG. FOOTING
I-JOIST
PORGH SLAB
BRICK VENEER
FOUNDATI ON.
CANTILEVER JOIST 4"
OVER BRICK VENEER
FOUNDATION
4 "x8" BRICK LEDGE
(2) #5 BARS GONT.
HORIZONTAL 0
BSM'T. WALLS
4" GONG. SLAB
16"x8" DEEP
GONG. FOOTING
9' -3"
Z
16"x8" DEEP
GONG. FOOTING
0
SCALE: I/4 =1' -0"
EXP. JOINT
16"x8" DEEP
GONG. FOOTING
16"x8" DEEP
GONG. FOOTING
WATER
PROOFING
PERIMETER
DRAIN
0
ONAT
TOP OF I -JOIST
I -JOIST
24 "X24"
S LAB
TING
LEDGE
8" GONG. WALL
(2) #5 BARS GONT.
HORIZONTAL 0
BSM'T. WALLS
r 4" GONG. SLAB
FIN. FLR.
1 -JOIST
(2) #5 BARS GONT.
HORIZONTAL 0
BSM'T. WALLS
4" GONG. SLAB
16' -3"
41' -4"
cr
00
FOU
ON SECTO
\1DAT10
1' -10 1/'2" 10' -4"
\IOTES:
I. ALLOWABLE SOIL PRESSURE 2000 PSI.
2. FLOOR SLAB AREAS TO BE GOMPAGTED TO q5%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON 4" GRAVEL FILL.
4. STRUGTURAL CONCRETE FOOTINGS TO BE 2500
PSI, SLABS 3500 PSI.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS I /2 "D I A. x 10" STARTING
6" FROM EACH GORNER 6-O" 0.G. AND AT
EAGH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE
OF SILL.
1. CRAWL SPAGE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF CRAWL TO BE MIN. 2 BOTTOM
OF JOIST TO GRAVEL.
S
FIN. FLR.
I -JO 1ST
(2) #5 BARS GONT.
HORIZONTAL
BSM'T. WALLS
4" GONG. SLAB
16"x8" DEEP 16"x8" DEEP
GONG. FOOTING GONG. FOOTING
WATER
PROOFING
PERIMETER
DRAIN
EXP. JOINT
GARAGE SLAB
ourictTot
SCALE 1/4" 1" -0"
HST. OF FOUNDATION
ALL SET ON SITE
HOLD ALL WALLS
IN 1J2" TO ALLOW
FOR R -BOARD
c�v cri �r
U
U
2
"7:3
LL.
DRAWN BY
MVN
CHECKED BY
RAY
DATE
12/14/04
SHEET NO.
3
FOUNDATION FIN. FLR.
A
r GARAGE
I-JOIST
-L.
1 -4
GK VENEER
JNDATION.
PIERS 5ET 4" ABOVE
TOP OF FOUNDATION.
12" BELOW KNEE WALL
`A
4" BRIGK LEDGE
8 GON WALL
PERIMETER
INCA 11 ATION
INSULATION
BRI
FO
GARAGE SLAB
1
N
I-JOIST
GARAGE SLAB
GONG. WALL
16"x8" DEEP
GONG. FOOTING
BRICK VENEER
FOUNDATION.
WATER
PROOFING
PERIMETER
DRAIN
z o i
HDR I6" BELOW
BOTTOM OF JOIST
11 1/8" I- JOISTS
24" O.C. MAX
13' -6 3/4"
FINISHED BASEMENT
GEE SHEET 4
BASEMENT
FOUNDATION
4" MIN. GAAVEL FILL
4 MIL VAPOR BARRIER
q' TALL WALLS
11 1/8" I- JOISTS
e 24" OC. MAX
I2' -3 1/2"
11 1/8" l- JOISTS
24" 0.C. MAX
11 1/8" I- JOISTS
9 24" O.C. MAX
19' -8 3/4
LAM. COLUMN
COLUMN
ON 36" SQ. PAD
2' -1 1/4' 6' -0 1/4"
TNICKENED SLAB
36' -8"
L_
9' -10 3/4"
6 1 /4"
16' -11 1/4"
11 1/8" I JOISTS
0 24" O.C. MAX
11 1/8" l- JOISTS
e 24" O.C. MAX
I6' -5 3/4"
BATTERY BACK UP
TO MAIN SUMP;
ADD 2ND SUMP
PIT
W H. O t:
0 FLOOR
STAND DRAIN
12' -1 1/2"
11 1/8" I- JOISTS
24" O.C. MAX
11 1/8" I JOISTS
24" O.C. MAX
NPR 0 16" BELOW
BOTTOM OF JOIST
8' -6 1/8"
Mar AI Or
111111=1 MINI=M11
I 6 -83/4 -1
31' -0"
GARAGE SLATS
UNEXGAVATED
4" GONG. SLAB ON
4" GRAVEL FILL
SLOPE SLAB TO DRAIN
HEAT RUN 4
RETURN IN CRAWL
11 1/8" i- JOISTS
0 24" O.C. MAX
11 1/8" I- JOISTS
24" O.C. MAX
24' -4"
12" !BELOW CRAWL
TOP OF FOUND. ACCE55
11 1/8" I- JOISTS
CRAWL
SLUSH POUR
24" 0.C. MAX
14' -8"
PORCI-4 5L45
NOT EXCAVATED
14' -0"
3353 -2
UNIT RO: 66 3/4"
X 53 3/4"
CONCRETE RO:
12 3/4" WIDE
MECh
ACCESS
3' -2 1/2"
9' -4" 30' -1 1/2"
CONCRETE WINDOW
��WELL W/ BRICK LEDGE
3153 -2
UNIT RO: 14 3/4"
X 53 3/4"
GONGRETE RO:
so 3/4" WIDE
30' -0"
48' -8"
42' -8"
31' -5 1/8"
CONCRETE WINDOW
WELL IN/ BRIGK LEDGE
3153 -2
UNIT RO: 14 3/4"
X 53 3/4"
CONCRETE RO:
so 3/4" WIDE
10' -8"
SL11P DISCAARGE
TO STREET
0
1' -10 1/2"
16 "x8" DEEP
GONG. FOOT INS
GANTILEVER JOIST 4"
OVER BRICK VENEER
16"x8" DEEP
GONG. FOOTING
I-JOIST
PORGH SLAB
BRICK VENEER
FOUNDATI ON.
CANTILEVER JOIST 4"
OVER BRICK VENEER
FOUNDATION
4 "x8" BRICK LEDGE
(2) #5 BARS GONT.
HORIZONTAL 0
BSM'T. WALLS
4" GONG. SLAB
16"x8" DEEP
GONG. FOOTING
9' -3"
Z
16"x8" DEEP
GONG. FOOTING
0
SCALE: I/4 =1' -0"
EXP. JOINT
16"x8" DEEP
GONG. FOOTING
16"x8" DEEP
GONG. FOOTING
WATER
PROOFING
PERIMETER
DRAIN
0
ONAT
TOP OF I -JOIST
I -JOIST
24 "X24"
S LAB
TING
LEDGE
8" GONG. WALL
(2) #5 BARS GONT.
HORIZONTAL 0
BSM'T. WALLS
r 4" GONG. SLAB
FIN. FLR.
1 -JOIST
(2) #5 BARS GONT.
HORIZONTAL 0
BSM'T. WALLS
4" GONG. SLAB
16' -3"
41' -4"
cr
00
FOU
ON SECTO
\1DAT10
1' -10 1/'2" 10' -4"
\IOTES:
I. ALLOWABLE SOIL PRESSURE 2000 PSI.
2. FLOOR SLAB AREAS TO BE GOMPAGTED TO q5%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON 4" GRAVEL FILL.
4. STRUGTURAL CONCRETE FOOTINGS TO BE 2500
PSI, SLABS 3500 PSI.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS I /2 "D I A. x 10" STARTING
6" FROM EACH GORNER 6-O" 0.G. AND AT
EAGH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE
OF SILL.
1. CRAWL SPAGE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF CRAWL TO BE MIN. 2 BOTTOM
OF JOIST TO GRAVEL.
S
FIN. FLR.
I -JO 1ST
(2) #5 BARS GONT.
HORIZONTAL
BSM'T. WALLS
4" GONG. SLAB
16"x8" DEEP 16"x8" DEEP
GONG. FOOTING GONG. FOOTING
WATER
PROOFING
PERIMETER
DRAIN
EXP. JOINT
GARAGE SLAB
ourictTot
SCALE 1/4" 1" -0"
HST. OF FOUNDATION
ALL SET ON SITE
HOLD ALL WALLS
IN 1J2" TO ALLOW
FOR R -BOARD
c�v cri �r
U
U
2
"7:3
LL.
DRAWN BY
MVN
CHECKED BY
RAY
DATE
12/14/04
SHEET NO.
3
8
8" GONG. WALL G
r GARAGE
i
GONG. FOC
P
BRI
FO
GARAGE SLAB
1
N
I-JOIST
GARAGE SLAB
GONG. WALL
16"x8" DEEP
GONG. FOOTING
BRICK VENEER
FOUNDATION.
WATER
PROOFING
PERIMETER
DRAIN
z o i
HDR I6" BELOW
BOTTOM OF JOIST
11 1/8" I- JOISTS
24" O.C. MAX
13' -6 3/4"
FINISHED BASEMENT
GEE SHEET 4
BASEMENT
FOUNDATION
4" MIN. GAAVEL FILL
4 MIL VAPOR BARRIER
q' TALL WALLS
11 1/8" I- JOISTS
e 24" OC. MAX
I2' -3 1/2"
11 1/8" l- JOISTS
24" 0.C. MAX
11 1/8" I- JOISTS
9 24" O.C. MAX
19' -8 3/4
LAM. COLUMN
COLUMN
ON 36" SQ. PAD
2' -1 1/4' 6' -0 1/4"
TNICKENED SLAB
36' -8"
L_
9' -10 3/4"
6 1 /4"
16' -11 1/4"
11 1/8" I JOISTS
0 24" O.C. MAX
11 1/8" l- JOISTS
e 24" O.C. MAX
I6' -5 3/4"
BATTERY BACK UP
TO MAIN SUMP;
ADD 2ND SUMP
PIT
W H. O t:
0 FLOOR
STAND DRAIN
12' -1 1/2"
11 1/8" I- JOISTS
24" O.C. MAX
11 1/8" I JOISTS
24" O.C. MAX
NPR 0 16" BELOW
BOTTOM OF JOIST
8' -6 1/8"
Mar AI Or
111111=1 MINI=M11
I 6 -83/4 -1
31' -0"
GARAGE SLATS
UNEXGAVATED
4" GONG. SLAB ON
4" GRAVEL FILL
SLOPE SLAB TO DRAIN
HEAT RUN 4
RETURN IN CRAWL
11 1/8" i- JOISTS
0 24" O.C. MAX
11 1/8" I- JOISTS
24" O.C. MAX
24' -4"
12" !BELOW CRAWL
TOP OF FOUND. ACCE55
11 1/8" I- JOISTS
CRAWL
SLUSH POUR
24" 0.C. MAX
14' -8"
PORCI-4 5L45
NOT EXCAVATED
14' -0"
3353 -2
UNIT RO: 66 3/4"
X 53 3/4"
CONCRETE RO:
12 3/4" WIDE
MECh
ACCESS
3' -2 1/2"
9' -4" 30' -1 1/2"
CONCRETE WINDOW
��WELL W/ BRICK LEDGE
3153 -2
UNIT RO: 14 3/4"
X 53 3/4"
GONGRETE RO:
so 3/4" WIDE
30' -0"
48' -8"
42' -8"
31' -5 1/8"
CONCRETE WINDOW
WELL IN/ BRIGK LEDGE
3153 -2
UNIT RO: 14 3/4"
X 53 3/4"
CONCRETE RO:
so 3/4" WIDE
10' -8"
SL11P DISCAARGE
TO STREET
0
1' -10 1/2"
16 "x8" DEEP
GONG. FOOT INS
GANTILEVER JOIST 4"
OVER BRICK VENEER
16"x8" DEEP
GONG. FOOTING
I-JOIST
PORGH SLAB
BRICK VENEER
FOUNDATI ON.
CANTILEVER JOIST 4"
OVER BRICK VENEER
FOUNDATION
4 "x8" BRICK LEDGE
(2) #5 BARS GONT.
HORIZONTAL 0
BSM'T. WALLS
4" GONG. SLAB
16"x8" DEEP
GONG. FOOTING
9' -3"
Z
16"x8" DEEP
GONG. FOOTING
0
SCALE: I/4 =1' -0"
EXP. JOINT
16"x8" DEEP
GONG. FOOTING
16"x8" DEEP
GONG. FOOTING
WATER
PROOFING
PERIMETER
DRAIN
0
ONAT
TOP OF I -JOIST
I -JOIST
24 "X24"
S LAB
TING
LEDGE
8" GONG. WALL
(2) #5 BARS GONT.
HORIZONTAL 0
BSM'T. WALLS
r 4" GONG. SLAB
FIN. FLR.
1 -JOIST
(2) #5 BARS GONT.
HORIZONTAL 0
BSM'T. WALLS
4" GONG. SLAB
16' -3"
41' -4"
cr
00
FOU
ON SECTO
\1DAT10
1' -10 1/'2" 10' -4"
\IOTES:
I. ALLOWABLE SOIL PRESSURE 2000 PSI.
2. FLOOR SLAB AREAS TO BE GOMPAGTED TO q5%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON 4" GRAVEL FILL.
4. STRUGTURAL CONCRETE FOOTINGS TO BE 2500
PSI, SLABS 3500 PSI.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS I /2 "D I A. x 10" STARTING
6" FROM EACH GORNER 6-O" 0.G. AND AT
EAGH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE
OF SILL.
1. CRAWL SPAGE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF CRAWL TO BE MIN. 2 BOTTOM
OF JOIST TO GRAVEL.
S
FIN. FLR.
I -JO 1ST
(2) #5 BARS GONT.
HORIZONTAL
BSM'T. WALLS
4" GONG. SLAB
16"x8" DEEP 16"x8" DEEP
GONG. FOOTING GONG. FOOTING
WATER
PROOFING
PERIMETER
DRAIN
EXP. JOINT
GARAGE SLAB
ourictTot
SCALE 1/4" 1" -0"
HST. OF FOUNDATION
ALL SET ON SITE
HOLD ALL WALLS
IN 1J2" TO ALLOW
FOR R -BOARD
c�v cri �r
U
U
2
"7:3
LL.
DRAWN BY
MVN
CHECKED BY
RAY
DATE
12/14/04
SHEET NO.
3