HomeMy WebLinkAbout0177.95.2v-
A.
c"N,NGr
1 CG 1 -2 N
gi --I 1/211 I:?' 11/4" 5' -7 I/2" t''- -I 1/2"
3224 I 3234 h6O82 t �
THIcfi ENE!
14" TRIM JOIST SLf�Li
24" O.G. MAX
STUDIO
NO FLOORING I I GIUADRUF�t
STUDS FC T?
POINT LOJ'd_?
SUPPORT
(a.T.� -
I
" I REG ROOM
db CARPET
3234
I Iry
IN
I
I I
I
w
II
QUADRUPLE
II
STUDS FOR
MAX. DRY DENSITY.
POINT LOAD
I
SUPPORT
5LAB
IR 4 15 :^
;.�.� s�+.s• gs�PaO�s �•:e-eaa �ti, ta-.sr.�.a
.�
FOR 2/6
DOOR A
NEXT TO
;•; FLOOR
-•
TO 2xI2 TO
CARRY
FLOOR
IN TH15 AREA
;•I
u
STORA6E
r.
;i I FLOORING
D- •
o.
i
Cn
LJNF 1,4I SHEI
FRAME O'
n>
f ,. t -IIi
OR CA 'NDRY =
Ci)
32 X 24
(, ( EGGE555 GRAWL
SPAGE
F4
12' -511
I6' -g"
41-411
Mom
• •
22' -2 1/4"
THICKENED
SLAB jh
13224
UNFI'•AISHED 4 I I
EXERG 1 SE _
FRAME ONLY I
IITHICKENED
i 5LAB
� II
' UN I N I SHED I'
DROPPED 11 3/�1"
I
I I
I
LVL HE/, )ER
2.
II
MAX. DRY DENSITY.
I
I
4" CONCRETE ON 6 MIL. BAPOR BARRIEK OVER
12' -8 I/4"
NFf
4.
5TRUGTURAL CONCRETE FOOTINGS TO i"
)500
P51, 5LAB5 3500 P51.
WIG �
T
THIG D
I _
LOCAL FROST LINE. SEE DETAILS.
6.
5LAB i (2) 1 13/4"
ARTING
IFRAI lip
OR
GA5
LVL BEAM I
EACH SIDE OF ALL OPENINGS, MIN. (2) Fi
'PIECE
OF 51 LL.
DROPPED
-7.
2/h r,
R
FUR.
A. PROVIDE MIN. 4" GRAVEL OVER
MIL
ow
POI __Y VAPOR BARRIER.
I
I
BOTTOM
AGLE�ANER
4" GONG. ON 6 MIL. V FOR BARRIER OVER
A5
_ I 4" MIL GRAVEL TURN OWN EDGE
I Wx32" MIN. DEPTH.
I I
t
13' -8 3/4"
1-1— 3�12"41 STEEL P05T
ON 36 "x36 "x I2"
NG. FOOTING
f
-
I_
N�
u WISHED I
i
(PORCH 5LAB �o I I 4' -IE G
1q1 -411
'SOT
EXCAVATED
—I
41-1
L.Li
2' -0
m
GARAGE 5LAD I
I
NOT EXCAVATED
II
�I
I
SLOPE 2" II
�I
II
I
HOLD BLOCK DOWN
N
AT GARAGE DOOR OPENING
I
I II
III
I
I
�I
�I
I;I
I
IL
I
2 I
-I
•I
4
- - - - - -- - - - --►
55' -2"
31 -0"
22' -0"
25-0"
FOUNDATION NOTES:
I.
ALLOWABLE 5011- PRE550RE 2000 P51.
2.
FLOOR SLAB AREAS TO BE COMPACTED TO g5%
MAX. DRY DENSITY.
3.
STANDARD BASEMENT AND GARAGE 51-'"•.x' TO BE
4" CONCRETE ON 6 MIL. BAPOR BARRIEK OVER
4" GRAVEL FILL.
NFf
4.
5TRUGTURAL CONCRETE FOOTINGS TO i"
)500
P51, 5LAB5 3500 P51.
5.
BOTTOM OF ALL FOOTINGS TO BE SET f
OW
LOCAL FROST LINE. SEE DETAILS.
6.
PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" '
ARTING
® 6" FROM EACH CORNER ® 6-0" O.G.
io AT
EACH SIDE OF ALL OPENINGS, MIN. (2) Fi
'PIECE
OF 51 LL.
-7.
CRAWL SPAGE:
A. PROVIDE MIN. 4" GRAVEL OVER
MIL
POI __Y VAPOR BARRIER.
B. DEPTH OF GRAWL TO BE MIN. 2'
BOTTOM
OF JOI5T TO GRAVEL.
MA50NR'r LEDGE O
= 1 WHERE APPLICABLE MAIN L-,;; LL FIN. FLR.
nil TOP 01 WALL
8'
O
Luu 0
J _1
Lu r- -
(11 Q co
X
• • N
24"
(TYP. ALL)
4
° 1;)ETA I L
®MASONRY GOND. E
PROVIDE 4 "X4"
MASONRT LEDDGE I MAIN LEVEL ` =i I. FLR, _
TOP OF FOUI WALL
STEP G' `WN WALLS TO GRADE
SOD FULL YARD
NOTE: REF. STRUCTURAL SHEET FOR GENERA` FRAMING NOTES.
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2
MAR. 2, Igg5
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NFf
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