HomeMy WebLinkAbout1173.97.3-- 38' -2° t 35' -9 1/2"
3' -10' 3' -10" 5' -b �i° 24' -140 254° .�. 10' -1 '/2"
I
U ALL SOIL BASED ON 3000 P.S.I.
CW2448 -1 ----------------- - - - - -- - - - -- 2) ALL CONCRETE MIN. 3000PS.1.026DAYS,
/ - - - -- - - - - - - - - -- - - 3) ALL FOOTINGS ARE 16' WIDE X 8' DEEP UNLE66
/ J - - -- l
NOTED WALL6 RWISE.
4) ALL WALLS ARE 8' THICK W1 BASEMENT WALL HT, AS
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NOTED AND GARAGE/ CRAWL/ SLAB WALLS
1 Q 2'-8' HIGH UNLESS NOTED OTHERWISE,
5) AND JUD E FOR THEMSELYES� E BURABILITI' OF CONDITIONS
THE PLANS IN RELATIONSHIP t0 THE BUILDING SITE.
1 1 i I 6) DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OF THE BUILD ING, AND IN NO WAY DICTATE ANY OF T14E
I - LOCAL AND/ OR STATE BUILDING CODES, THEREFOR
I i 15' -81,2. I ! 4 It IS THE CONTRACTORS RESPONSIBILITY TO REVIEW
I i �0 ALL PLANS FOR ACCURACY AND CLARITY AND t0
I I INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE
I i w I I OF THEIR WORK, WICKES LUMBER ASSUMES NO
I I a 1 I RESPONSIBILITY FOR ERRORS OR OMISSIONS IN
1 1 9i
DESIGN OR DIMENSIONS.
i ! o l i /`'� °ry I ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
w
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
BASEMENT LAYOUT I ACTUAL NEEDS AND SIZES IF NOT SHOWN.
I i I 8) ALL DIMENSIONS ARE TO EDGE OF CONCRETE OR CENTER OF
'71 1 8' X 9' POURED CONCRETE WALLS a 1 ♦ \ \ BEARING, FOR FINISHED DIMENSIONS, SEE SHEET 4 OF 1.
� 95 m 4' CONC. SLAB ON $
�I iI 4' MIN. PEA FILL I LINTEL AT OVER DIG \\
31 1 1 AS REQUIRED, ALL \ \
" I I I POCKETS BY WALL ♦ \ `\
uI I F GIRECTUWT FitA*W I i CONTRACTOR \ \
flRtrucE Maur uu RA16ED
i I HEARN ! FACE MATERIAL
I I A6 6P*CMM,
I
I
3' dla. STEEL 6" BEARING WALL W/ I I Q ♦ \ \ \ �' ��� ?,
JACK POST ON THICKENED SLAB BY I I '�' \ ♦ �~
36" X 36' X 18" CONCRETE CONTRACTOR. i I ♦ ♦ ♦ \ ;
in t /r �) �, CONCRETE PAD 1 \
IS
-- `�jL -- ----- - - - - -- - - - - 3_. -0__.J ♦ \
- - - - - - - - - - - - - - - - - - - - - - - - -
-�
i
FiAC 4 I \ \
I �x
2' -3 �i' 19' -I �i' + h' -10 14" 8" ( I ♦ \ ♦ \
awl 1 /
g i UNFINISHED MECHANICAL/ STORACsE
Uzi
I I --------------- - - - - -- - - -- // - ♦ \
—
I T IQ 10° / 3'-Om — — — 2'-&*
, S ♦ 4 \ ♦ b�
/. - - - - - - - - - - - - - - - - - - - - - - / / ♦ \
iI I - - - -- -- - ----------- - - - - -- -- ',�' ' • , \
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I1------ .---- - - - - -- -- -- - - - - - - - - - - - -- 1- - - - •� /
I I 1
i'" 41 CONC, SLAB OVER
i 'j i ► l 4' MIN GRAVEL FILL
I I l J
i- - - -• _
I I a+ - - - -_
I 1 c LINTEL AT OVER DIG
STEP FOUNDATION AND FOOTING A I I
! 11 AS REQUIRED, ALL
AS REQUIRED FOR WALK-OUT WALL 1 t
� I I I _ J I ( 1 GONTRAGTORW
� t I AS SHOWN, FRAMING AND — — — '
BRICK VENEER WHERE SHOWN �- — — — — — — —I ( 1
I ! FLOOR DRAINS AS SHOWN
u I ! 0 FLOM DUN 1 I SLOPE FLOOR TO DRAIN
II i I -
-- - - - — — — — — — — — - - L---- - - — — — — •— ,/ ,/
r---- - - - - -- - -
I 1 E$crwr+ 1 r -- -- - - - - -- -- ♦ __ o ,' ,'
\
I I I I SLAB -`r I 1 `r \` ♦`♦ // //
I I 1 1
4' CONC. SLAB OVER — — — — `� ♦ /
14" MIN. GRAVEL FILL ♦ ,' ,'
♦ \ / /
---------------- - - - - -- -- - - - - -
- - - - \ ` , , A
14' -10" 10' -0' 13'-4' 8' -0' 2'-4' 15'-4° ♦ ♦ `♦ ,' ,'
♦ ♦ / / POURED CONC. WALL.
FOUNDATION/ BASEMENT PLAN
SCALE: 1/41 =1'-0" \ `♦ `�' , /
s "x16' C,M,U,
I FOOTER FOR BLACK WALL
8' CONC. LINTEL
-- FOOTER FOR 9' CONCRETE WALL
LINTEL DETAIL FOR BASEMENT
SCALE: 1140 a 1'-0°
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DATE= 08.
DRAWN BY: J.4(
SCALE: I AS
REVISIONS=
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