HomeMy WebLinkAbout1410.97.3lb.
30'-0" OVERALL
cn
LINE OF WD.: 40'-1 3IS"
ro 11
A4, DECK ABOVE- DIAGONAL
YA4.1
DIAGONAL
OPT. 7820 OPT. 2820
-------- ------ ------------------------------ - --- ------
1
- - ---- --- V7
(FIELD-VERIFY
(SUMP
,LOCATION) I6" WIDE X 8" DEEP
CONT. CONC. FOOTING
`n 9 i \\ 5.45EMENT 5LA5 (MIN. 2500 P.S.IJ TYP. 1 04
4" CONC. SLAB OVER 8" POURED CONCRETE C5
6 MIL. VAPOR BARRIER
(OR a" Cl'I.U-) FTN. WALL----vt I >;
OVER 4" GRAVEL BASE LAJ C4
IL Ii II J I C A L
T Y 10
3" DI,4.,4[)JU5TA5LE
-9,C-1,4. 40 STEEL COLUMN
8" X 4" X81 /4 " d. ON 45" X 45" X 18"d.
CONC. PAD FTG.
BEAM POCKET —
r - - --t -- - -� ( 1 i > U o E
<1
OF STEEL 5MI. d) LIJ8 X 24 X 2c3'-311 LENGTH Q
I I
AND COLUMN ul STEEL BEAM
5" X 4" X 5 1/4" d
POCKET 11 1/8" T.J.1. FLOOR I— ims
---- jo
BEAM POC
TRzUS5 450,,/E I M
2-2XI0 BEAM
(FLUSH)
OVER
(2) 2X4 JACK STUDS
(3) 2X4 JACK STUDS
lil-Sil .3,.
� L -r 1 V-10 1/2"
-3, ,�. -
14 RISERS 7
13" TREADS, Yr
r
(OPEN RISERS) I 1 UP I I l I �'
FULL HT. 2X4 WALL
i6" WIDE X 8" DEEP
CONCRETE FOOTING (LOAD-5RG.)
(MIN. 2500 PS.IJ 1 Irp" WIDE X 6" DEEP
CONCRETE FOOTING I
FULL ►IT. 2X4 WALL I
(MIN. 2500 P-15.1.)
I .. I
�" I i i (LOAD-15RG.)
FLOOR
STEP FTG. j ----- - - - --� 45* -AW--+ DRAIN 12 _0_
A Illf
0 -1 --------- NOTE: SEE STAIR
I I DETAILS, SHT. A42
4\-5TEP FTG.
--------------------- ----------
5U5_SLA5
VENT
--- ------ --------- V
STEP FTG. NOTE: DROP SLAB 411 FROM
4" TH< CONC. 1 1 TOP OF FOUNDATION WALL
FORCHSLAB LU/
1 1/2" OVERHANG
GARAGE SLAB
4" CONC. SLAB W/
ol roxro 10/10 W.W.M, 3r
(AS REQ'D.) OVER
-c
411 GRAVEL BASE
P.51)
E 5L]A5
F W/
SLAB
W
D _) 0 R
EL 5a
5. 1.)
f 8
I -all
ro'- 4 1/2 ��-1 1/21' 6 Ic U,
ca
DROP FNDTN. WALL I
AT GARAGE DR. OPNG.
1 1/2" WEATHERL IP
L------ - ----- ------ — -------------- — ----- --
5A5EMENT WINDOW NOTE
1 UTILITY WINPOW8 WHICH ALLOW 33 Ga Fr. OF CLEAR GLA66 AREA MR 161-01, 2#4011 58, -1 SA6
. MASEMW W#C" WITS 6HOWN AM ANDERSON 28W MAHMNT
EACH WINDOW. THE WIDER OF 15AaVIENT UNDO1116 ON "MMATICH DIAGONAL
PLAN Pqo'vnoE AN OVERALL AREA OF CLEAR GLA66 U"04 16 A
MINI".11 OF (1) ONE PERCENT OF THE OAAEMW FLOOR AREA
2. ALL MAGIM14T UXNPOU* AM OPTIONAL MR DIVNHOK 30'-0" OVERALL
BASEMENT
ci
FOUNDATION PLAN A & B STD. BRICK FRONT
SCALE- 1/4"w1l-0ll cz
01