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I BA5EMENT WINDOW NOTE
L BASEMENT WMDOW LN)TS So -iOl1N ARE 4NDERSON 28220 BASEMENT
liITY WNDOWS WHICH ALLOW 33 SQ FT. OF CLEAR (3LA88 AREA PER
EAC+ -t WINDOW. THE NUMMR OF BASEMENT UNDCU)s ON POL"DATiON
PLAN PROVIDE AN aVERALL AREA OF CLEAR 611 WHIC+I IS A
MINIM.1i OF W' ONE PERCENT OF THE BASEMEN" FLOOR AREA
2, ALL BASEMENT WINDOWS AR1= OPTIONAL F R DIV15ION
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QC
N
61
30' -0" OVERALL
Ib'- 111/4"
alk go
-------- --
I i 1 I
01
LINE OF WD.
DECK ABOV
E A4.1 �AO I�
OPT- (2820
13' -C 3/4"
CL OF STEEL 5M.'8
AND THICKENED -
SLAB FOOTING
,
OPT_ 2520
T.J.I. TRUSSES ABOVE, TYP, 9
12' -S 3/411 3' -5 1/21"
I
f 1 cam+ r
1 �
16" WIDE X 5" DEEP
I I CONCRETE FOOTING
I (MIN.2500I IJ t t t
- I I 1 !
`r ; ► TJ.I. TRUSSES ABOVE, TYP.
I 1
FULL HT. 2X4 WALL 1 t t t
! I I
r
r
iQ
t-CV ( N
0
40'- j 3/8"
D f ACsONAL I
4" THK. CONC.
PORCH SLAB W/
? 1/2" OVERHANG
5A5EMENT SLAB
4 " CONIC. SLAB OVER
6 MIL, VAPOR BARRIER
OVER 4" GRAVEL BASE
s w RISERS
V TREADS, TYP.
(OPEN RISERS)
'J.I. TRUSSES ABOVE, TYP.
i
�a1
A4.1
l' -4 1/2"
45'
{
^i
r
DRAIN
r
12' -4 3/4"
- (2) 2X6 JACK STUDS
TJ,I. TRUSSES ABOVE, TYP
` FULL HT. 2x6 WALL
(LOAD - BRIE.)
I6'" WIDE X 8" DEEP
CONCRETE FOOTING
(MIN. 2500 10,51)
(2) 2X6 JACK STUDS
18X10X8' -3"
STEEL BEAM
i
I
III
I I
t
B -8" X 4" X 8 1/4" d. t
BEAM POCKET
�` -- -� --'- - -- -------------------- - - - --�
T - - -- -- ----- - - - - -- ---------------------- - - - - -r
VENT VENT AB STEP FTG.
- - -� � ,
t
1
t s
I 5t1
1
STEP FTG. NOTE= DROP SLAB 4" FROM
TOP OF FOUNDATION WALL
Q
GAR4GE 5LAB
4" CONC. SLAB W/
6X6 10/10 W-WM.
(AS Ii `D.) OVER
4" CsRAVEL BASE
I
�
j - - - -- (FIELD - VERIFY ------- __- __ - - - -- -- - - - --
------------------------
= '
0 ! , tSUMP11 LOCATION)
8 X 4 X 8 1/4" d. i
11 t
I6 WIDE X 8 DEEP
O
POCK
BEAM ET
t
CONT. CONC. FOOTiNGz
�1 t
(MIN_ 2500 P.S.I_) TYP. ,
I t
�+II It WS X }5 X ?? -6
5" POURED CONCRETE I
STEEL BEAM -
(OR 5" CM.U.) F-114. WALL
(N
(TYPICAL)
T.J.I. TRUSSES ABOVE, TYP, 9
12' -S 3/411 3' -5 1/21"
I
f 1 cam+ r
1 �
16" WIDE X 5" DEEP
I I CONCRETE FOOTING
I (MIN.2500I IJ t t t
- I I 1 !
`r ; ► TJ.I. TRUSSES ABOVE, TYP.
I 1
FULL HT. 2X4 WALL 1 t t t
! I I
r
r
iQ
t-CV ( N
0
40'- j 3/8"
D f ACsONAL I
4" THK. CONC.
PORCH SLAB W/
? 1/2" OVERHANG
5A5EMENT SLAB
4 " CONIC. SLAB OVER
6 MIL, VAPOR BARRIER
OVER 4" GRAVEL BASE
s w RISERS
V TREADS, TYP.
(OPEN RISERS)
'J.I. TRUSSES ABOVE, TYP.
i
�a1
A4.1
l' -4 1/2"
45'
{
^i
r
DRAIN
r
12' -4 3/4"
- (2) 2X6 JACK STUDS
TJ,I. TRUSSES ABOVE, TYP
` FULL HT. 2x6 WALL
(LOAD - BRIE.)
I6'" WIDE X 8" DEEP
CONCRETE FOOTING
(MIN. 2500 10,51)
(2) 2X6 JACK STUDS
18X10X8' -3"
STEEL BEAM
i
I
III
I I
t
B -8" X 4" X 8 1/4" d. t
BEAM POCKET
�` -- -� --'- - -- -------------------- - - - --�
T - - -- -- ----- - - - - -- ---------------------- - - - - -r
VENT VENT AB STEP FTG.
- - -� � ,
t
1
t s
I 5t1
1
STEP FTG. NOTE= DROP SLAB 4" FROM
TOP OF FOUNDATION WALL
Q
GAR4GE 5LAB
4" CONC. SLAB W/
6X6 10/10 W-WM.
(AS Ii `D.) OVER
4" CsRAVEL BASE
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DROP FNDTN. WALL 16"
AT GARAGE DR. OPNG.
}
? 1/2" WEATHERLIF
t I
- - - - -- - - - -- L-7 --------------------------
L-- ------------------------------------------
2 "-011 Ib' - @ft - i_-
10 " -0" �t 20t -Ott
�3 @' - @" OVERALL _
BASEMENT
FOUNDATION PLAN A & B
■m■
III
STD. BRICK FRONT
SCALE: 1/4 ", 1'-0"
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