HomeMy WebLinkAbout0679.97.18' THICK x 96' HIGH
9 POURED GONG. WALL
WITH REBAR5 AND
eD PERIMETER WATERPROOF.
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24' -I'
21-4v 2' -4'
84x30 POURED CONCFIREP-
PLACE FOOTING w/REBARS
PROVIDE STRUCTURAL
MEMBERS TO SUPPORT
MASONRY HE BOVE
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BEAM POCKET
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I o o 5ASEMENT l i `J� I �I I I I 16x8xCONTINUOU5
BA5EMENT I �— CONCRETE FOOTING
Q I I Q 4' CONC. SLAIS wAIJ UF. OVER v FUTUR1�.1 BATH r _ 4' GONG. SLAB uw/IUIUF. OVER I I w/REBARS. TYP.
u1I ROUGH -� ONLY
MIN. 4 GOMP. GRANULAR � � MIN. 4 COMP. GRANULAR I
FILL, t VAPOR BARRIER Q I I I` I I I FILL, A VAPOR BARRIER I
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IbxB THICKENED 36' WALL (4 RISERS)
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21' -4 1/2'
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— — — — — — — — — — — — — — — — I SLOPE SLAB
—- - - - — -- - - - - -- TOWARD DOOR
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U AND POCKET ( I
UNEXCAVATEQ UNEXCAVATEQ I I
4' CONC. SLAB W/W.WF. I I
4' CONC. SLAB w/W.WF. I �) I OVER 4' MIN. COMP.
OC I
OVER 4' MIN. COMP. I I GRANULAR FILL AND REMOVE TOP BLOC
GRANULAR FILL AND i , I I COURSE AT DOOR
VAPOR BARRIER 3I rI ( I VAPOR BARRIER I I
I I I
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SLOPE SLAB ( I
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TYPICAL 4' BRICK LEDGE -/
W-0 1/2'
24' -4'
(00' -5'
FOUNDATION PL N
SCALE Va .I m
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PLAN NOTES
I. BASEMENT WALLS ARE TO BE 48' -0' (TO BE VERIFIED)
2. DO NOT SCALE DRAWINGS.
3. BASEMENT WALLS ARE TO BE B' POURED
UNLESS NOTED OTHERWISE. AND Si-IALL HAVE
PROPER REINFORCING AND WATERPROOFING.
4. BUILDER SHALL VERIFY ALL STRUCTURAL DESW%NS.
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C14
v BRICK VENEER
LEDGE w/MASONRY
ANCHORS AS REQ'D
At
• 601-51
24' -I'
21-4v 2' -4'
84x30 POURED CONCFIREP-
PLACE FOOTING w/REBARS
PROVIDE STRUCTURAL
MEMBERS TO SUPPORT
MASONRY HE BOVE
I
I I I I
PERFORATED PERIMETER I I I ptJ�
DRAIN TO SUMP I I PROVIDE GONG. LINTEL I I /J <���
ABOVE OPTIONAL F.P.
OPENING:
2/8x4/0 tWINDOW
— ---- - - - --� �-- - -- --
_� -- - - - -- - I WOOD BEAM I ----- - - - - -- --- - - - - -- - - - --
------------------
- -- - - - - -- - - - - - - -
I I
BEAM POCKET
I I I
I o o 5ASEMENT l i `J� I �I I I I 16x8xCONTINUOU5
BA5EMENT I �— CONCRETE FOOTING
Q I I Q 4' CONC. SLAIS wAIJ UF. OVER v FUTUR1�.1 BATH r _ 4' GONG. SLAB uw/IUIUF. OVER I I w/REBARS. TYP.
u1I ROUGH -� ONLY
MIN. 4 GOMP. GRANULAR � � MIN. 4 COMP. GRANULAR I
FILL, t VAPOR BARRIER Q I I I` I I I FILL, A VAPOR BARRIER I
J
In I - -
X I I i�,n - -- I I in
I, 14' -10 I6 -4 t 5' -4 1/2' Ib' -5 3/4'
IbxB THICKENED 36' WALL (4 RISERS)
I r -� - CONC. SLAB -� -
I i I -- — — — — — — — -- - - - - -- TYP.32'x32'x12' u0 `p
- - - - - - _ - _ T _ - -- / CONCRETE FTG. • 6
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2 xb WOOD I I - -
BRCS. WALL. L -�- r ;n Q-x I I
I I I R I
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I I ------ - - - - -- T 3/O HEADER J C-
- - --
I -----------------
—
- - - - - - - - - --
i I
i MECH. CHASE ON
0 FIRST FLOOR I I
o I I I C
a I I e Fu ACE I I I I
v I E i1 x
x Q � C I
MECH. AREA n Wna i I I I
O ( I I
21' -4 1/2'
I I
I S P I I � —I F--
— — — — — — — — — — — — — — — — I SLOPE SLAB
—- - - - — -- - - - - -- TOWARD DOOR
— I I I I I I I I I I i
I I in
I I -
I
L - -- --- - - - - -- CONCRETE LINTEL
U AND POCKET ( I
UNEXCAVATEQ UNEXCAVATEQ I I
4' CONC. SLAB W/W.WF. I I
4' CONC. SLAB w/W.WF. I �) I OVER 4' MIN. COMP.
OC I
OVER 4' MIN. COMP. I I GRANULAR FILL AND REMOVE TOP BLOC
GRANULAR FILL AND i , I I COURSE AT DOOR
VAPOR BARRIER 3I rI ( I VAPOR BARRIER I I
I I I
I i I
I I I I
I I I i
I I I I
SLOPE SLAB ( I
I TOWARD DOOR ( I
I I I I
I I I I
I I I I
I I I I
II — — — — — — — — — — — — — — — — — — — — — — — — — _I I
4---------- - - - - -- — — — — — — — — — — — — — -;--
�G1111111111111 -
3' -IO' •
TYPICAL 4' BRICK LEDGE -/
W-0 1/2'
24' -4'
(00' -5'
FOUNDATION PL N
SCALE Va .I m
IP
a
r4
9
m
;o
1
v
i-
IF
PLAN NOTES
I. BASEMENT WALLS ARE TO BE 48' -0' (TO BE VERIFIED)
2. DO NOT SCALE DRAWINGS.
3. BASEMENT WALLS ARE TO BE B' POURED
UNLESS NOTED OTHERWISE. AND Si-IALL HAVE
PROPER REINFORCING AND WATERPROOFING.
4. BUILDER SHALL VERIFY ALL STRUCTURAL DESW%NS.
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