HomeMy WebLinkAbout1313.97.4[i
4
�I m
i
i
i Y
I
I
i
13'-4"
— — — — — — — — — — — — —
zzzzzzz
I r
- - - - - - - g�-
I DROP I COURSE
I I OPENING, POUR SLAB
I ; THROUGH
I I
I i
! I
I I
I 00 I
I 00 I
o
oo
I I
I i
I I
I I
I I
I I �
t I
I I
1 I
I I
I I
I I
_I I
L — �
61' -8"
I , O
I I 0
I ► I 0
' ►► 1 FLOOR DRAIN
I 1
.I I
I I
GARAGE SLAB � ,► I
4" CONC, SLAB OVER
4" MIN. GRAVEL FILL I ►►
SLOPE TO DOORS I I
I I
f I I
_ I I MECHANICAL/
► i STORAGE
®I 4" RECESS IN SLAB ' ►► I
— 6 SUMP/ LIFT
I I
OPTIONAL LIFT STATION
I
FLOOR DRAIN ► I
8'I ►► 9'-8"
SUMP PIT I
- - — — — - - — —
I -
4 I
r
Q
1 I
I I
I I
1 I
j I I
I I
� I I
I I
I I
I 1
I I t I
oo
� - - - - - - - - - - - - -
� f_! 4 4 I
22'-8" _
I STAC
2' -0" _
WINE - - I
COOLERI REF. ��
�^ I-- - - -I— - -- 1 I
Y - I
-- -- I - - -I 3-6 rn Q I I
N
_ — _ — — 3' -0" HEADERED OPENING
___r_ 1 _ __ I
— — — — — — — — — — — — — — — — — — — — — — — — — ---- _ — — — — — — — — — — — — —
DROPPED 6TEEL BEAM BY OTHERS LIN I — — — — — — :;� I
.n I I
Q, STORAGE UNDERSTAIR 2X6 BEARING WALLS W/ THICKENE SLAB
f
I ► I
I t
I I I
HEADER FOR CENTERED I I
CAN LIGHT IUNFINISHED STORAGE I
I I
R 34' TALL WALL W/ WOOD I
Q — CAP l TRIM I T-
' I
tn3 1,j" $ 21t V2„ 3 Y 3t$ i /2" 3 '/2 154 y2 " M I
blo
Q I
� I I
1 0 oo
�^ cn '
1
I
- - - -, - r, I 1 - - - - - - - - -
I I
L __I ICONC,PORCH
n I Z ZW A SIZE AS DETERMINED II I
- --- IN FIELD BY BUILDER - -1 L — — — — — — — — — — — — — — — — — — —
I - _ -
cnr r - - - - - - - - - - - - - - - - - - - - - - - --
I -'
J
9 -0t Y t -0 Y , " t 4 t " 1 N t Y
r 3 _ 8-8 � -0r 3-8 _ � b-4 2-8
15' -0"
FINISHED BASEMENT PLAN
FINISHED AREA 1701 S.F,
UNFINISHED AREA 550 S,F,
SCALE: 1/40 a l'-O"
I
- ttt-0 Y
m
v
i
1
NOTES:
1) ALL SOIL BASED ON 3000 P.61
2) ALL CONCRETE MIN. 3000 Phl 6 28 DAYS.
3) ALL FOOTINGS ARE 16, WIDE X 8' DEEP UNLESS
NOTED OTHERWISE.
4) ALL WALLS ARE 8' THICK W/ BASEMENT WALL HT, AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
2'$" HIGH MLE86 NOTED OTHERWISE.
5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVES THE SUITABILITY OF
THE PLANS IN TIONBHIP TO THE BUILDING SITE.
6) DRAWNGS SERAS 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, WICKS¢ LUMBER ASSUMES NO
RESPONSIBILITY FOR ERRORS OR OMISSIONS IN
DESIGN OR DIMENSIONS.
T ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIZES IF NOT SHOWN.
8) ALL DIMENSIONS ARE FROM EDGE OF STUD FRAMING TO
EDGE OF STUD FRAMING ON WALLS, OK TO
INTERIOR EDGE OF CONCRETE WALLS,
0
0
Q
c.,
d
Q
r
E
e
2
W_
}
!1`
O
u
Q
I u u
O
�
a
u
I u u f
VV
O�
�
O
Z
V
O
z
Pm
o�=
I 1 I
TWO TIER,
TIMBER WINDOW WELL
W
�
e
0
oa
0
I I
WITH POCKETS
BY WALL CONTRACTOR
—
II
—
— — — — — —
— —
— — — — — — —
— —
— — —t°
— — —
—
I
1 1 RA. WIDTH 9'-4" I I I
RD, HT 4' -3' I I
1
I
I I
CW2 448 CWP6048 CW2448
L I I
— — — — — — — —
I
I
` '
^'
I
—
— — _ _
— — _ _ — — — — — — —
t
I
O
I
FRAME AROUND ALL WINDOWS TO
I
ACCEPT 4 -1/4' TRIM AFTER DRYWALL
L — — —
— — — — — — — — — — — — — — — — — — — — — — — — — —
—'
I I I I I
II
.
-
-•
I
I
I
II
r II II
R
►
I
te` �' 1 1 I I
ALL FINISHED AREAS TO HAVE
I
I
O CE/ EXCERCISE
1t ~
3 -1/2" FURRING AND INSULATION
I
Ix
r - - -'
I
AS SHOWN UNLESS NOTED OTHERWISE,
I
I
I
I
w�� II II
I I
I
I 2X6 BEARING WALLS W/ THICKENED SLAB
I
I I I I I
I I
I 1
RAISED BRICK
HEARTH
I
I
15 i/2
15',0"
3'/7"
I I
1- — — — — — —U
' 1 O
I
FINISHED BASEMENT
►
LOWER FAMILY CENTER
=
9' POURED WALLS
I I
-n
4 " CONC. SLAB OVER
I
- -
-- — — — — —
— —
— -- t'�;,
--
►
` — — —
4" MIN, GRAVEL FILL
"—
2-b
2
4
I
42" GAS START
I
r — — — —
—
— — -
—
X
PRE -CAST UNIT
_ I I
I I
o
I
I
DROP CLG.
�I I
i i
I
I
I
cfl
+
IN THIS AREA
I
I
I
5-1� L
I
,
I
I ►
3-1/2" WALL FRAMED TO UNDERS
E I
I
I
I
OF COUNTER, TO MATCH HT.
I
OF BACK BAR
I
I
2X6 t 2X4 SIDE- BY -6IDE
I
-------- - - - - --
t:
— — — — —
� -
- - - -
- - - - - — —
►. I
DROPPED 6TKL BEAM 6Y OTNER6
3 y2" 8' -11 �h"
5 yi 'I
5,-8"
N
3 �hI'
5 -I1"
3 1/2
IS"
I , O
I I 0
I ► I 0
' ►► 1 FLOOR DRAIN
I 1
.I I
I I
GARAGE SLAB � ,► I
4" CONC, SLAB OVER
4" MIN. GRAVEL FILL I ►►
SLOPE TO DOORS I I
I I
f I I
_ I I MECHANICAL/
► i STORAGE
®I 4" RECESS IN SLAB ' ►► I
— 6 SUMP/ LIFT
I I
OPTIONAL LIFT STATION
I
FLOOR DRAIN ► I
8'I ►► 9'-8"
SUMP PIT I
- - — — — - - — —
I -
4 I
r
Q
1 I
I I
I I
1 I
j I I
I I
� I I
I I
I I
I 1
I I t I
oo
� - - - - - - - - - - - - -
� f_! 4 4 I
22'-8" _
I STAC
2' -0" _
WINE - - I
COOLERI REF. ��
�^ I-- - - -I— - -- 1 I
Y - I
-- -- I - - -I 3-6 rn Q I I
N
_ — _ — — 3' -0" HEADERED OPENING
___r_ 1 _ __ I
— — — — — — — — — — — — — — — — — — — — — — — — — ---- _ — — — — — — — — — — — — —
DROPPED 6TEEL BEAM BY OTHERS LIN I — — — — — — :;� I
.n I I
Q, STORAGE UNDERSTAIR 2X6 BEARING WALLS W/ THICKENE SLAB
f
I ► I
I t
I I I
HEADER FOR CENTERED I I
CAN LIGHT IUNFINISHED STORAGE I
I I
R 34' TALL WALL W/ WOOD I
Q — CAP l TRIM I T-
' I
tn3 1,j" $ 21t V2„ 3 Y 3t$ i /2" 3 '/2 154 y2 " M I
blo
Q I
� I I
1 0 oo
�^ cn '
1
I
- - - -, - r, I 1 - - - - - - - - -
I I
L __I ICONC,PORCH
n I Z ZW A SIZE AS DETERMINED II I
- --- IN FIELD BY BUILDER - -1 L — — — — — — — — — — — — — — — — — — —
I - _ -
cnr r - - - - - - - - - - - - - - - - - - - - - - - --
I -'
J
9 -0t Y t -0 Y , " t 4 t " 1 N t Y
r 3 _ 8-8 � -0r 3-8 _ � b-4 2-8
15' -0"
FINISHED BASEMENT PLAN
FINISHED AREA 1701 S.F,
UNFINISHED AREA 550 S,F,
SCALE: 1/40 a l'-O"
I
- ttt-0 Y
m
v
i
1
NOTES:
1) ALL SOIL BASED ON 3000 P.61
2) ALL CONCRETE MIN. 3000 Phl 6 28 DAYS.
3) ALL FOOTINGS ARE 16, WIDE X 8' DEEP UNLESS
NOTED OTHERWISE.
4) ALL WALLS ARE 8' THICK W/ BASEMENT WALL HT, AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
2'$" HIGH MLE86 NOTED OTHERWISE.
5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVES THE SUITABILITY OF
THE PLANS IN TIONBHIP TO THE BUILDING SITE.
6) DRAWNGS SERAS 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, WICKS¢ LUMBER ASSUMES NO
RESPONSIBILITY FOR ERRORS OR OMISSIONS IN
DESIGN OR DIMENSIONS.
T ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIZES IF NOT SHOWN.
8) ALL DIMENSIONS ARE FROM EDGE OF STUD FRAMING TO
EDGE OF STUD FRAMING ON WALLS, OK TO
INTERIOR EDGE OF CONCRETE WALLS,
0
0
Q
c.,
d
Q
r
E
e
2
W_
}
!1`
O
u
Q
I u u
O
�
a
u
I u u f
VV
O�
�
O
Z
V
O
z
Pm
o�=
O
�
1
u
W
�
e
0
oa
0
DATE
DRAWN BYE
SCALE=
REVISIONS=
SHEET
nc
O
�
a
i
�
V
Z
V
O
y
Pm
Zta
O
i
W
�
e
s
0
DATE
DRAWN BYE
SCALE=
REVISIONS=
SHEET
nc