08-1250-007NOTES:
I. TERMITE TREATMENT OF SOILS UNDER SLAB ON
GRADE SHALL 5E PERFORMED 5EFORE POURING 5LA5.
TERMITE PROTECTION SHALL 5E PROVIDED SY REGISTERED
TERMICIDE5 OR OTHER APPROVED METHODS OF TERMITE
PROTECTION LABELED AS A PREVENTIVE TREATMENT TO
NEW CONSTRUCTION.
SOIL COMPACTION:
SOIL SHALL 5E COMPACTED TO A MINIMUM OF 95 PERCENT OF MODIFIED PROCTOR IN
ACCORDANCE WITH A.5.TM. D -1551, AND COMPACTED AND TESTED IN LIFTS NOT To
EXCEED 12 INCHES, IN ACCORDANCE WITH A.S.T.M. D2922. ALL FILL PLACED UNDER SLAB
SHALL BE CLEAN SAND OR ROCK, FREE OF DE5RI5 AND OTHER DELETERIOUS
MATERIALS. THE MAXIMUM SIZE OF ROCK WITHIN 12 INCHES 5ELOW THE FLOOR 5LA5 IN
COMPACTED FILL SHALL 5E 3" IN DIAMETER
COLUMN SCHEDULE
MARK
SIZE
LxWxTHICKNESS
REINFORCEMENT
REMARKS
MARK
SIZE
REMARKS
VERTICAL OR
TIES OR
LONG BARS
WxD
BASE PLATE
CAP PLATE
2 *5
I�
8" X 12"
4
8"
DRILL AND EPDXY *5
i "5
DOWELS e 24 O.0
F3(o
3' -0" X 3 -0" X 18"
4*5
4*5
PROVDE MIN.
4*5
PENETRATION OF
3/4 "0 X 6" INTO EXIST.
r Fc _ 9- - -- UJF- 16 - - -- --
s 0
- - - - -,
GONG. COL. WHERE APP.
O
12" X 12"
4 05
-
12" CONC. 5LOCK
I=
FILLED GONG. l*5)
FC
8" X 8"
I * 5
-
GONG. FILLED TIE
DOWN tp 48" MAX.
c
DRILL 3 /4"h V all r)l== It.Itn >=Vlat
TI°
mni:
COMPACTED FILL
I S CONT.
— x `ao
-8" U -
5LA5 ED *E DETAIL (TE)
3/4" = I' -O"
FOOTING SCHEDULE
MARK
SIZE
LxWxTHICKNESS
REINFORCEMENT
REMARKS
BOTTOM
TOP
SHORT BARS
LONG BARS
SHORT BARS
LONG BARS
9-16
CONT ll(o"XIS ")
2 *5
I I—
L- F.F.E. - io - - - - -- - --
• - -
\
b-4-
DRILL AND EPDXY *5
DOWEL5
MIN. PENETRATION OF
3/4 "0 X 8" INTO EXIST.
FOOTING (30" LONG)
TE.
CONT (8" X 8 ")
i "5
THICK EDGE
F3(o
3' -0" X 3 -0" X 18"
4*5
4*5
4*5
4*5
TOP OF
BEAM
8" X 12"
CONCRETE
- - TIE BEAM
• -- - - - - -- � SEE ELEV
PROPOSED
TOP TOP OF
WINDOW
CONC. LINTEL W /2#5 BOTT 8& -� NEW WINDOW
2#5 DOWELS INTO FILLED
CELL AT EACH END OF -
WINDOW
VERIFY - - -.-
MTL. FRAME WINDOW WITH SCREEN W/ -- MARBLE WINDOW SN.1-
3/16" DIA. FLAT HEAD TAPCON W/ A MIN.
EMBEDDED OF 1 1/2" INTO CONC. AT 6" 1x3 P.T. BLOCKING;
FROM EACH CORNER AND 24 "O.C. MAX..
BATT INSULATION R-6 W-BEI'WEEN 1x2
P.T. FURRING3 STRIPS a fir mm W1 ire"
DRYWALL W/PLASTIC CORNER BEADS
-" ,ta AT ALL OPENW.
8 "x8" CONIC. SILL W/ 2#5 DOWELS INTO
FILLED CELL AT EACH END OF WINDOW - L-
#5 VERT REINF. - _ TYP, WINDOW DETAIL
CONCRETE BLOCK WALL - --J 314"01 "4r SCALE BASED ON 3d" x 24" PRINT
12
CvERIFY)
(CONTRACTOR 'SHALL. VERIFY
MANUFACTURE WINDOW OPENING
REQ.)
RAKE BEAM
Sr- e-nNlt i
12
C VERIFY)
J
U
c�
UJI = -16 FOOTINCZ IN EPDXY GROUT
STRUCTURE JOINT DETAIL
S-4 3/4 "= 1'-0"
4 SCALE BASED ON 36" x 24" PRINT
,,. Hall I 2i.i��M fnitn CviCt
2 *4 .
2 O�7 .
12
(VERIFY)
OPENING REQ.)
MASONRY
5LOCK
BEAM DETAIL
SEE PLAN
1 * 5 VERT.
REINF. FILL
BLOCK GEL-LS
W / LONG.
(TYP).
lrz% 19-0" SCALE BASED ON 31r x 2,C' PRNT
a
`
O N
co
NEW CONC.—
SLAB
9.11' N
TOP.O. . -
0
o>
u�
z
z 2
F�
A
A-4
C
A-4
__- 24' -1"
11 "1'-0 6' -1" ' -0" 6' -1"
T7"
27 2 r —
-�I-� - - - - UP- � -- � - -r-- � I IF3ro
L J L---
8.91' L iv
P3ro 1=3ro F3ro F.F.E.
• • IL I I f/. Fc a 32" MAX. O/C a0
6"
30' -9"
ZD
I_I
' I_•I
I
a" I =
EXIST. HOUND.
No
N
ao
N
I`
ih
N
z
O
F-
0
❑
Q
- - D
❑w
wz
U❑
ow-
W
�mm
z °w
w ❑
S53
B
A�
FOUNDATION PLAN
SCALE BASED ON 38" x 24" PRKr
CITY OF SOUTH MU
BUII -DING DEPT.
STRUCTURAL SECTIC
APPR VED BY:
DATE:
REVISIONS DATE
J
O
W_
CO) E
O �
9.11'
to
L J
I I—
L- F.F.E. - io - - - - -- - --
• - -
\
b-4-
•
r Fc _ 9- - -- UJF- 16 - - -- --
s 0
- - - - -,
r
U1F -16 1
�
FQ F.E.
I=
TO MATCH
EXIST' &C. SLA5 OVER 6 MIL VISCIUEEN ON
CLEAN FINE SAND FILL COMPACTED IN 12"
LAYERS TO 95% OF THE MODIFIED
PROCTOR DENSITY TEST,
REINFORCE W/ 6 X 6 WI.4 X WIA WELDED
I
-_
WIRE FA5RIC, PLACED 2" FROM TOP OF
5LA5. TYP. GROUND FLOOR SLA5.
I
I
I
I
I
I
I
—1
I�
I
IO
--
----
- - - - -- -----------
- - - - --
EXISTINI5 CONIC. SLA5 TO REMAIN
OEXISTING
I
= Q
�
CONIC. SLAB
TO REMAIN
O
X
I
I_I
=X
6"
30' -9"
ZD
I_I
' I_•I
I
a" I =
EXIST. HOUND.
No
N
ao
N
I`
ih
N
z
O
F-
0
❑
Q
- - D
❑w
wz
U❑
ow-
W
�mm
z °w
w ❑
S53
B
A�
FOUNDATION PLAN
SCALE BASED ON 38" x 24" PRKr
CITY OF SOUTH MU
BUII -DING DEPT.
STRUCTURAL SECTIC
APPR VED BY:
DATE:
REVISIONS DATE
J
O
W_
CO) E
O �