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Q v I I I I i FLOOR SYSTEM ABOVE, VERIFY 4 Q
ACTUAL WALL HT, IN FIELD.
SLOPE CONC. SLAB TO I DROP CLG. b
DRAIN, ASSPEC'D I -------- - - - - -� ` p+
Q THIS LOCATION I ! L -- i i L- --------------------- - - - - -- 4
I —
GONG. WALL APPROX. 4' -0' TALL I F — - - - - - - - - - - - - - - - _I D P BEAM AS REQ'D �- - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - -- -1
W/ FRAMING TO UNDER SIDE OF I I 1
I I
Q Q FLOOR SYSTEM ABOVE, VERIFY f I (p -L 1
m � ACTUAL WALL HT. IN FIELD. r ALL INTERIOR CONC, SURFACES !
�I I IN FINISHED AREAS AS SHOWN TO ► �o
BE FURRED W/ 3-111' STNS AND I
r- - - - - -- --- - - - - -I - -- I INSULATED AS REQ'D, I I
- - - - - -
I L - - -
1� 1 BASEMENT L AlQJ T ' 1
I 11 i 1 8' X S' POURED GONG, WALLS
11 1 1 4' GONG, SLAB OVER I I
Q I \Y ! 4' MIN. GRAVEL FILL BUILTIN 1 . • I = ( =
1 ENTERTAINMENT I I q
1� 1 j RAISED FLOOR i► i 4 Q,
I I
1X6 BEARING WALL
I I W/ THICKENED SLAB
BY FLOOR CONTRACTOR
f I
, i I
� � 1 �-1 b /4" - -�— — 21-8 I/4 n 22'-8" • • _ f
- ----------------------- ---- - -- - -- - - --
I ► 1 �,
— - --- - -- — '' -- — --- - - - -�± ---------------� ------------ - - - - -I /4 PLUMB FOR WET BAR 15-8 BULKHEAD THS LOCATION FOR HVAC - s
INSIDE WALL ,
I
1 DROP BEAM AS -I- — — — — — a •
- - - -- - - - - - -- - - - - -- -- - -- - — — — — — — — — — — — — —
j
w 9 - - - - -
6 $ /a � l �'/ S lll VT
9' -1 /4r ✓ �I
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- - - - - - - I - - - - - - - - - - - - -I� r-- - I q, I - - -- ; I ,►
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r - - - - - -- - --- - - - - - - - - - - - -- - - - -�- 1 I DROP BEAM AS REQ'D 1 -I I� I,►
= I f 2X6 BEARING WALL I _ _ _ _ 3' dia STEEL I j
- - -- - - -- - -
W1 THICKENED SLAB JACK POST ON
,� �� - �
i► I BY FLOOR CONTRACTOR 36 X 36 X 18" I i
I I CONCRETE PAD p ►
FLOOR DRAIN _ 1 ►► I NO FOOTER REQ'd MECHANIC DOOR OPENING `"
�^' �� I '15 GAL WA, I 1
,�L/ ° qj T I I j
r - - - cJ' TORACsE 4 0! 4' RECESS IN SLAB 1 i -
OPTIONAL LIFT STATION I , ►
f f I FLOOR DRAIN I ►►
4
I -_ -- --- - - -_ -- � SUMP PIT � � I GARAGE SLAB I
�I
I
- - - ' 41 GONG. SLAB OVER
I I - i r - - . - - 4 MN, GRAVEL FILL
II - - - --
I
H I
I I I I 1 f I I I I
0
i �j I , I apt � ► � I i Q I = j
I
r - 'r , - - - - I ► LINTEL AS REQ'D
! I I ;! -
- - - - - • - - - - - - - - - - - - - - I ! , SLOPE SLAB TO DOORS
i I
— — — — — — — — — — — — — — — — — — — — — — 1
I
j - - - - - - - - - - - - - - - - - - - - - -- - - -! MAIN WATER IN I I 36'X36'XIS' FOOTER
11' BELOW BRICKLEDGE I 1 REQ'D THIS LOCATION
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SUMP LINE TO BE 11' vll 1
- BELOW BRICKLEDGE i t
I I
i I I
1 I r-
� I I I I
I i -- — — — - - — — — — — — — - � 1 �
I I I I n
— — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — _
I ! Y
— — — — — — — — — — — — — — — — — — — — — — i —
14' Ib'$" 8'-O' 13`$" 144' 84'
38'-4' 6' -0' 13'-4" 1 $r
l3' -0"
P'A .
POURED C INC. WALL
8' CONC. LINTEL
FOOTER FOR S' CONCRETE WALL
a'xib' c.Mjl
1 ^ D
FOOTER FOR BLOCK WALL
A
U ALL SOIL BASED ON 3000 P.61
1) ALL CONCRETE MIN. 3500 P.SJ. 618 DAYS,
3) ALL FOOTINGS ARE 16' WIDE X 8' DEEP MLE66
NOTED OTHERWISE,
4) ALL WALL$ ARE 8' THICK W/ BASEMENT WALL NT. AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
1',8' HIGH UNLESS NOTED OTHERWISE.
5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVES THE SUITABILITY OF
THE PLANS IN RELATIONSHIP TO THE BUILONG SITE,
6) DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION
OF THE BUILDING, AND IN NO WAY DICTATE ANY OF THE
LOCAL AND/ OR STATE BUILDING CODES, THEREFOR
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW
ALL PLANS FOR ACCURACY AND CLARITY AND TO
INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. WICKES LUMBER ASSUMES NO
RESPONSIBILITY FOR ERRORS OR OMISSIONS N
DESIGN OR DIMENSIONS.
T ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEB, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIZES IF NOT SHOWN.
8) ALL INTERIOR DIMENSIONS ARE FOR CONCRETE 4
BEARNG WALLS, ANY FINISHING DIMENSIONS WILL BE
FOUND ON SHEET 14.
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4'-6 " 10' -2" 5
5' -1 5/4"
8' SPLIT FACE BLOCK WALL
W/ BRICK GAP, ATTACH TO _
_ _
_ _ _ _ _ _ _
_
INTO BLOCK 9 EVERY OTHER I
I B
BELOW SLAB SURFACE, FOR -
- - - - - -
GONG. WALL APPROX. 4' -0' TALL I
Q C
COURSE. I
I 4
I �
� �
4" SLEEVE FOR DRAIN
` .\ ` \
W/ FRAMING TO UNDER SIDE OF �
�
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P'A .
POURED C INC. WALL
8' CONC. LINTEL
FOOTER FOR S' CONCRETE WALL
a'xib' c.Mjl
1 ^ D
FOOTER FOR BLOCK WALL
A
U ALL SOIL BASED ON 3000 P.61
1) ALL CONCRETE MIN. 3500 P.SJ. 618 DAYS,
3) ALL FOOTINGS ARE 16' WIDE X 8' DEEP MLE66
NOTED OTHERWISE,
4) ALL WALL$ ARE 8' THICK W/ BASEMENT WALL NT. AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
1',8' HIGH UNLESS NOTED OTHERWISE.
5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVES THE SUITABILITY OF
THE PLANS IN RELATIONSHIP TO THE BUILONG SITE,
6) DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION
OF THE BUILDING, AND IN NO WAY DICTATE ANY OF THE
LOCAL AND/ OR STATE BUILDING CODES, THEREFOR
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW
ALL PLANS FOR ACCURACY AND CLARITY AND TO
INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. WICKES LUMBER ASSUMES NO
RESPONSIBILITY FOR ERRORS OR OMISSIONS N
DESIGN OR DIMENSIONS.
T ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEB, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIZES IF NOT SHOWN.
8) ALL INTERIOR DIMENSIONS ARE FOR CONCRETE 4
BEARNG WALLS, ANY FINISHING DIMENSIONS WILL BE
FOUND ON SHEET 14.
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DATE= OS
DRAWN BY= JJ4
SCALE: AS
REVISIONS=
11 FINALS "
SHEET