HomeMy WebLinkAbout1151.97.5• .. a ..
CLO. WTY
FOUNDATION FLOOR PLAN
SCALE: 1/4'1 =11 -01'
w 8" 20'-8'
iY
r
I 1
VNEXCAVATED
r
I
I
I
I
i
1
SCREEN PORCH BECK ABOVE '
L
I
I
L J
I
i
...- .� _ ..•...... r- �. .....ter _ .... e
+.•� _ ..e-` r. -+ .:.....,-
I UNEX ,A-VATE�D i
� i
- - --
f,�
i
------ - -
�+
r-------------------
- - - - -- —�
(
�,%
L_ _ ,_ — — -•—. _ __- .- r- r--— _!---- --- -- — — — — — — — —
•
I
��
/
I
- �
.
L,,, - --. --- - - -- - - - - -- — _ -_ --. ---..-----..----
I
i
I
1 -.
oRoe R'l.4QITt
I
I,
SLAB ` tr
I
rn I
N
_ r.l
i
�
`•
I
I
I
2"
I
2'•M'
`
28'-6' I
1
N
- - - - -- -�
� .�.-`
-.�-� _... _- _
,r. .r. -'1- '`
+--------- - - - - --
- - - - - - - - - - - - - - --- -�
----
,_ -_ -- -,-
_ _--- - - - - -- - - - - --
I
-
'
L
I
3 1 /1v jiTO 4, TL
COL
I
r- T•
I
64
I
_
'n
I
I
s
11 7/8" TJI /35
AT 1
I
to
N I
I
I
-
i
DOUBLE UP TJI UNDER BEARING WALL ABOVE I
I
I
i�-16
--,' - ---,_� - - - -- -$
- •---- - - -
- -- . - -- -,
I
I
I
L - 16
- - - - --
_ - - - ---�
I
I
i
f-
I
----T_ -
- .-
-- - �
I
I
- _ - - - - _ _
--
L
- -_ -- -
" - - - - -� I
I
I
UNEXCAVATED
I I
I i
I
- -_
L J
-
_4"
_
J
_
-----
- - ---r--r - - - - --
s
-__ _- _-
_----------------
CLO. WTY
FOUNDATION FLOOR PLAN
SCALE: 1/4'1 =11 -01'
w 8" 20'-8'
iY
r
I 1
VNEXCAVATED
r
I
I
I
I
i
Q
O
0
o
co
N
aw
0
y,q,
q
I> d
C2342 -2
It -Ag
LOR
2" X 62
WALL F
17'-6 M
Q
FLAY . RO,�2' Ob�d
' .
54•
16LfP'
t
� I
law silo
\WALL•
1i'•ff'
m r
u
1
rFp U ■ .r � a
r
ml ii i �d •
20 X 6m
�1_ UNN
PAI
r I WET &AR
LOWER LEVEL ,FLOOR PLAN
SCALE: 1 /8"a11 -011
4
>k I I I
�ILL,�ARD_S_ n
a
v
IL ili
Ili 7�
III 1 e
_. ....K Y
i I
,p
l
..Y
�I
I
w
FOUNDATION NOTES
1. REINFORCED CONCRETE DESISN STRCNGTH AIR -ENT.
A. ANbL IF ONC 'B LUW F OST LINE 3000P8I Z%
B. EGRAVR ORS ANDI ALL CONGS'EXPOSEDS' 3000PBI 6X
t0 EEZ E /THAW
C. INTERIOR SLABS 3000PSI 2X
2, ALLOWADLE SOIL. BEARING PRESSURE
A, SPREAD FOOTING 1500ptr
B WALL FOOTING 1000P. F
3. FOOTINGS SHALL Be PLACED ON FIRM UNDISTURBED BAIL- OR
ENGINEERED FILL.
4, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL. DE
PRESSURE TREATED AND SITTING ON CONTI*kIOUS SILL SEAL.
S. ANCHOR BOLTS SHALL bE 1 1g"X871 AT 81-01 QC AMD WITHIN 12° FROM
END OF SILLS AND CORNERS. - PROVIDE Mtk OF 2 BOLT$ ftA S14L
IF `LESS THAN 8' -0° -LONG. PLATES ON TURNeD DOWN SLAD MIN.
2 BOLTS PER SILL EMBEDDED 5-1/1' INTO FOOTING. .
.6. USE STEEL COLUMNS UNDEiy F- ALCH�yEND OOP STEEL, BBEALM UNLESS
�
U4 STITR PLATE° UST ITH R TSHE3 IC5"X3% YTU!!C LGOLt AN OR
35 ROUND STANDARD PIPE COLUMN UNLESS .OTHERWISE NOTED.
7. WHERE STEEL COLUMNS BEAR ON CONCRM FLOOR, PROVIbE A
24MX24aX12v DEEP CONC. FOOTING PAD WITH "44% EACH -WAY.
a
V
.)
ivrt
- d
l
0n
W
0
s AS NO
�r-----i
_ GRIrM'wC . SGAk!
Lo
W
m
O
X
U
z
f-
s
�■r
SHEET
A=5
Of 7 SHE[
DATE 818197
REV. tN10/s4
1
L
I
L J
24'•0'
r
- �
.
b
Q
O
0
o
co
N
aw
0
y,q,
q
I> d
C2342 -2
It -Ag
LOR
2" X 62
WALL F
17'-6 M
Q
FLAY . RO,�2' Ob�d
' .
54•
16LfP'
t
� I
law silo
\WALL•
1i'•ff'
m r
u
1
rFp U ■ .r � a
r
ml ii i �d •
20 X 6m
�1_ UNN
PAI
r I WET &AR
LOWER LEVEL ,FLOOR PLAN
SCALE: 1 /8"a11 -011
4
>k I I I
�ILL,�ARD_S_ n
a
v
IL ili
Ili 7�
III 1 e
_. ....K Y
i I
,p
l
..Y
�I
I
w
FOUNDATION NOTES
1. REINFORCED CONCRETE DESISN STRCNGTH AIR -ENT.
A. ANbL IF ONC 'B LUW F OST LINE 3000P8I Z%
B. EGRAVR ORS ANDI ALL CONGS'EXPOSEDS' 3000PBI 6X
t0 EEZ E /THAW
C. INTERIOR SLABS 3000PSI 2X
2, ALLOWADLE SOIL. BEARING PRESSURE
A, SPREAD FOOTING 1500ptr
B WALL FOOTING 1000P. F
3. FOOTINGS SHALL Be PLACED ON FIRM UNDISTURBED BAIL- OR
ENGINEERED FILL.
4, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL. DE
PRESSURE TREATED AND SITTING ON CONTI*kIOUS SILL SEAL.
S. ANCHOR BOLTS SHALL bE 1 1g"X871 AT 81-01 QC AMD WITHIN 12° FROM
END OF SILLS AND CORNERS. - PROVIDE Mtk OF 2 BOLT$ ftA S14L
IF `LESS THAN 8' -0° -LONG. PLATES ON TURNeD DOWN SLAD MIN.
2 BOLTS PER SILL EMBEDDED 5-1/1' INTO FOOTING. .
.6. USE STEEL COLUMNS UNDEiy F- ALCH�yEND OOP STEEL, BBEALM UNLESS
�
U4 STITR PLATE° UST ITH R TSHE3 IC5"X3% YTU!!C LGOLt AN OR
35 ROUND STANDARD PIPE COLUMN UNLESS .OTHERWISE NOTED.
7. WHERE STEEL COLUMNS BEAR ON CONCRM FLOOR, PROVIbE A
24MX24aX12v DEEP CONC. FOOTING PAD WITH "44% EACH -WAY.
a
V
.)
ivrt
- d
l
0n
W
0
s AS NO
�r-----i
_ GRIrM'wC . SGAk!
Lo
W
m
O
X
U
z
f-
s
�■r
SHEET
A=5
Of 7 SHE[
DATE 818197
REV. tN10/s4