HomeMy WebLinkAbout03070175.2c
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m
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0
m
A FOOTAC�F
585.11 SOFT. NO BUMP
CALCULATED FROM INSIDE
PERIMETER OF FOUNDRTICN
WALLS. (POURED FLOOR).
20'-0" yp e),1
L4 3'-0,1 6,_4,1 -,_8„
GARAGE SIDE BLIMP
22'-n,, -,r,,_,,,1
a0
0
m
N
GREAT RM SIDE BMP
22-O"
592.44 SQ.F':
BASEMENT
T_2„
SS\,
22'-0"
15'-0.1 F-4." X1_8,1
BOTH SIDES BUMPED
Plot tb1,4002,4006,4007,4008
ao
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Y
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REV.
1
-
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I
12/31/01
OPTIONAL
EXTRA
1 USE W8x31 STEEL BEAM 17' 1/2"
�
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a m ac
F LL.
i 1
1 '
LONG w/GREAT RM SIDE -------- i '
MP -----------I
1'
GREgT RM
SD SUMP
I I
1 I
1-�-ir•__ i 1 I
-----
W8x24 STEEL BEAM
Y OPTIONAL EXTRA
15-4 1/2"LONG -__ r-----' 1
N 04 it
L�� 1 C`�F-!� ,
, I I 80
9' BSMT POUR
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VAFCR CARRIER OVER
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,'LO PCURED in
CONC. BLOCK WALLS L
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ABOVE 28"x28"xLO 14"
I
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U
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i
60 CONC FTG. (STUDS;
Y
(n
,_,
1
,
' x WOTH of BEAM) /�
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•__________ti.
RAGE SLAB
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04
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1,
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1 I
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---------
FND`N WAL
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AT REAR.
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4" CONC SL OVER
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----- -------
1--------------
�—cUM
-+-
---- ----
1
1 1
GRAVEL B E 8'-C" USE EXISTING LEDGE ;
; Hx8" POU ED WALLS
OR PORCH SLAB FOR ;
OVER 1 x8" FOOTER. OPTI_ BRICK VENEER. '
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LOC'N MAY
RY
----
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------- -- - - - - - - - - - - - - - - -+ - F - ----------------
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4"D.x8"H. LEDGE FORMED SLAB
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NOTE:
USE W8x31
STEEL BEAM 21'-
'
I ;
; �►
LONG w/GREAT
RM SIDE BUMP
THIS Wf
I
1
!
is
! 0 6'-0"
r4
L!_
W8x21 STEEL EEAM
-
'
LONG
ACC'L RISER w/
iv
i I ,
; 42 x$
BEAM
9' ESMT POUR1' �- -- ----
; m
s
«>
I 1
1
, POC
ET (TYP)
2x4 WALLS w/P.T.
/
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SOLE PLATE D/W
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STAIR SIDE ONLY.
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1 ;
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00
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T
CL
®
1
cV
m m
5'-
9' HIGH BASEMENT WALL:
INCREASE THICKNESS TO
10". ADD 2" TO CRAWLSP
,...:CR GARAGE SIDE OF WALL
AT STAIRS. ADJUST THE F
El DIMENSIONS OF EACH STL F
SEAM /orBEAM FCC<'-
Y OPTIONAL EXTRA
IGARP.GE SIDE BUMP
2'-1011
20'-0" ;
�• 1
1
F •' '
1
1
--------------------------------------- '
--------------------
---------------------------
REV.
1
-
a
I
12/31/01
O z
:E:
Li
1 USE W8x31 STEEL BEAM 17' 1/2"
�
O
a m ac
F LL.
i 1
1 '
LONG w/GREAT RM SIDE -------- i '
MP -----------I
1'
I I
1 I
1-�-ir•__ i 1 I
-----
W8x24 STEEL BEAM
15-4 1/2"LONG -__ r-----' 1
N 04 it
L�� 1 C`�F-!� ,
, I I 80
o LO -
VAFCR CARRIER OVER
N
1
Ili---�-----iii ;
I I
°I
,'LO PCURED in
CONC. BLOCK WALLS L
u 11 1
�r(4)-2x4 BRG POST 3'-10 1 , ,
CL
REV FOOTER
U)r�
'
ABOVE 28"x28"xLO 14"
I
O
U
' I 1
i
60 CONC FTG. (STUDS;
Y
(n
,_,
N, '
' x WOTH of BEAM) /�
- 1j tl I
•__________ti.
RAGE SLAB
�
04
LO
�
1,
,
1 I
=
-�
FND`N WAL
,
AT REAR.
N
0
o
J
i
I 1
4" CONC SL OVER
VAPOR BAR IER & 4"
1
1 1
GRAVEL B E 8'-C" USE EXISTING LEDGE ;
; Hx8" POU ED WALLS
OR PORCH SLAB FOR ;
OVER 1 x8" FOOTER. OPTI_ BRICK VENEER. '
-------------------------------------
1 I
----
'1----
------- -- - - - - - - - - - - - - - - -+ - F - ----------------
CD � z
=
4"D.x8"H. LEDGE FORMED SLAB
o
I FOR OPT'L/EXTRA BRICK
5'-
9' HIGH BASEMENT WALL:
INCREASE THICKNESS TO
10". ADD 2" TO CRAWLSP
,...:CR GARAGE SIDE OF WALL
AT STAIRS. ADJUST THE F
El DIMENSIONS OF EACH STL F
SEAM /orBEAM FCC<'-
Y OPTIONAL EXTRA
IGARP.GE SIDE BUMP
2'-1011
20'-0" ;
�• 1
1
F •' '
1
1
--------------------------------------- '
--------------------
---------------------------
REV.
-
ISSUE DATE:
I
12/31/01
O z
:E:
Li
1
I !
O
a m ac
F LL.
I 1
N 04 it
L�� 1 C`�F-!� ,
, I I 80
o LO -
VAFCR CARRIER OVER
d" GRAVEL BASE 8x16
I I
°I
,'LO PCURED in
CONC. BLOCK WALLS L
REV FOOTER
32" ABOVE 16"x8" FT R.
'
'
I
---------------
' I 1
' TOP OF
RAGE SLAB
� !
------
•- _ , IS 4" BEL
,------------
W TOP OF
1 I
-�
FND`N WAL
,
AT REAR.
-
two
1
9'-4 1/2"
F-5 1/2"
I
1
,
UNEXCAVAT D
4" CONC. SLAB OVER
4" GRAVEL BASE. 8x16
CONC. BLOCK WALLS
32"H OVER 16"x8" FTR.
fV
O
wC160 0
1
TOP OF
CRS 4 —�
OVER'
00 SEE ALT FND DIMEN's TOP OF 1 I
1
1 ,
' CRS 2 1
� I I
1 •------------- ' "-----••---------- I
-------------------------
I
64" EQ.
STOOP (STD)
1 ,
I •71_8„
11 ----------/--C-----------
OPT'L HALF -PORCH
OPTIONAL EXTRA '
-------------- _ _19-4
BRICK OPTION =2 ----------- -
OPT'L FULL -PORCH -------
FULL -PORCH
HALF -PORCH
BRICK OPTION al /
WHEN BRICK IS OPTIONED SET A TOP CRS OF "L"
BLOCK FACE -OUT w/LIP 1/2 CRS DOWN AS LEDGE.
20'-8"
FOUNDATION PLAN
SCALE; 1/4"=1'-0"
3'-4" w/GARAGE
SIDE BUMP
OPT'L/EXTRA
T
SCALE: 1/4"=1'-0"
0
CD
REV.
N-1
ISSUE DATE:
12/31/01
REVISIONS:
0
O
O
INDTANAFI TS
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