HomeMy WebLinkAbout0094.97.1,"P t
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LEGEND
8' C.M.J. WALL P.C.L. 'A' ( -32') PRE-CAST LINTELS (2) TYPE 'A'
(SEE BELOW)
BOTTOM OF LINTELS AT 32' BELOW TOP OF CONCRETE
WALL (OR AS NOTED OTHERWISE)
C-D
(2) 4'x8' PRE -CAST LINTELS
d- 32'long F -12'
L -112'
B - 40' 6 - 80'
M - 120'
8' POURED CONCfETF WALL C - 48' H - 88'
N - 128'
D -56' I -96'
0 -136'
E -64' J -104'
P -144'
- - Y8x OROPr U - - - BEAM ABOVE
LP LINTEL POCKET (8 -1/8'w z 8 -1/8'h z 4'd TYP.)
BP BEAM POCKET (SIZE NOTED ON DRAWINGS)
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NOTES:
1�
1. ALL FOUNDATION MALLS TO BE 8' THICK UNLESS NOTED OTHERWISE (U.N.O.)
2. DIMENSIONS 104E TO FACE OF WALL TYPICAL (U.N.O.)
3. TOP OF STEEL BEAMS TO ALIGN WITH TOP OF FOUNDATION WALLS (U.N.O.)
4. TOP OF CRAWL BEAMS ((4)2x12) TO ALIGN WITH BOTTOM OF FLOOR JOISTS (U.N.O.)
5. USE PRIMARY SEWER ENTRANCE LOCATION UNLESS SEWER LATERAL IS ON OPPOSITE
SIDE OF DRIVE THEN 115E ALTERNATE ENTRANCE LOCATION.
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- - - -- -- - -- - - -- - - _ - _ -- 65.x.
17'-0 ii 4' 15' -0' 9' -8'
- - -- '
I
i
! LP a
I
PATIO ------- - - - - --
! r — -- — — — — — —
- — — — — — — — — — — — — — — —
�
! I I L_
! I
ap ; 4' CONCRETE SLAB I ( I
I ! ON GRANULAR FILL 5' -4 1/2' ! L -- - - - - - - - - - - - - - - -- - - - - - - -
F - -- - - - - -- P.C.L. E( -32') �, !BP
— — — — — — — — — — - I !
r-
4 1/2' - - - -10' -5 3/4'
14 -6 1/4 !
- -
�* I - - - --
- - - - - -- —' CRAWL cu'
3' -2'w x 2' -2'h 1W 1 3/4' x 9 1/4' MICRO -LAM I
i
CPA ACCESS BEAMS w/ (2) ROWS 16d NAILS BASEMENT
I
* - - -! 6 MIL. VAPOR BARRIER *- f3!-
LEA. SIDE) @ 12 o.c. -FLUSH ! �-
ON 4' MIN. GRANULAR FILL ! 4' CONCRETE I
I STUD MALL ABOVE ON 6 MIL. VAPOR BARRIER
! I OYEf@IAN6S MALL 1/2' ON 4' MIN. 6RANlEAR FILL I i
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L
4 I I o 15' -11 112' -! i 10' -10 1/4' 12' -1 1/4' I I
H I
7' -1 1 1/2
8'-0 I
LINE OF DUCT BULKHEAD ABOVE
13 -1/2' DIA. STD. STEEL I i
2'-0' ! ! � I I 481h x 165w ICOLIMJ ON 36'x36'X12'd ! i
�K I I Ol1CT ACCESS i 1CONCEETE FOOTING I I
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! I BP
6'-5' to
STUD 1' -11 112' I - — - LINE OF DUCT BULIOfAO ABOVE - - -- - - ,
-- - 4x4 P.T. W0� POST ON - - -- -- -E — — —
! _ METAL POST BASE ON li I
� f32 ; 16 -3 f /4' to POST CTR. LN. I II i f38
ON 24 K24 X8d F - - --
i - - -- - �
i6 z f6 �OQK PIER
! 16% 16 THIL1(EHED SLAB
! CONCRETE PAD FOOTING 13 -1 /2' DIA. STD. STEEL COLUMN
ON 30'x30'x 12'd CONCRETE
4 ! (TYPICAL of 2) 72w I I
UP 5r I } �. FOOTING (TYPICAL of 3) 1 i
I ! 2z4 STUD WALL I ! I �� y, .ry
tTi
@ 16' u.c. ! �, �- * I i NO ANCHOR
iv BP I it
W8x 18 DROPPED_ . ! l- - -- I I b 1 �--+ BOLTS
OP
! L L r �
P '- - - --
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! .
8'-0 ' -_! I � - -- -- - - - - -- - -- - - - -- -- - - -- - - - -- - - ------ - - - - -- -� L-
! P.C.L. 'E' ( -32')
! v.
x n�
! �, STAIR
! I 5 -0'
UP 13 RISERS @ 8' +/- I k - _ - -� 6' -4
I 4 WITH 12 TREADS 19-
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UgSIN6 OYERUIN6S 1') ! 3' -1 112' - 10' -11 1/2' _ 1
- I
3'-3 ICTR. - -- - - - - -- -- __ 11 ! 1/4'
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! S� I — o GARAGE
f33
m, ! L - - -I- -- ---- -�. - -- -- -- Lp! L - - -- 4' CONCRETE SIAB i cNi
AAAA FILL i CO
-, -- - - - - -- - ----- - - - - -- I I m
- - -- -- - - - --'
! I
, �
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! I _ N i
4' CONCRETE SLAB !
! I LO ON WAWA FILL '
h I ;n j
L -- - -- -- - -+ - -- -- - -- P.C.L. 'L' (-24') a ;r, i !
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cn I I ! !
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651' -0'
FOUNDATION PLAN
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DATE: