13-452-086r
C
7 -iii? 7/ -
EXISTING STRIP
FOOTING
r13 8" CONC. BLOCK WALL FILLED W/ 3000 D A
S -5 P51 GROUTS * REINF. W / #5 @ EVERY S -6 S -5
32" O.G. MAX. AS SHOWN.
#9 LADDER TYPE EVERY I G" O.C. IN ALL
WALL (TYP.)
33' -1 1 " 28' -5"
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I I n
- I l I • FOOTING CONN.
L I
T. O. FLOOR l I l I
• G - #4 X 30 LG. cn
ELEV. -0' -5"
T T. 0. FLOOR @ 12" O.C. AT T-
I I 1 I
ELEV. +0' -0" DOOR OPENING •
SEE DET. A15 -4 F /5-4 I I EXISTING 4" CONCRETE I I I I
SLAB TO REMAIN I I I
FOR STARTING COL. 4 CONC. SLAB OVER
FOOTING CONN. I WELL COMPACTED FILL I I I I
W/ GXG -1 .4X 1.4 W.W.M i i l i I EXISTING 4 CONCRETE I
I I SLAB TO REM IN
I El �—r . . . . . . . . . . .
O
SEE DET. A/5 -4 FOR
FILL IN DOOR/WINDOW OPENING I @3)W/ 8 MASONRY CONC. BLOCK STARTING COL.
• REINF. A5 SHOWN FOOTING- CONN.,,
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SEE DET. B/5 -4 * F/5 -4 FOR
COL. CONN.
(CONT. TO ROOF)
FILL IN WINDOW OPENING
W/ 8" MASONRY CONC.
BLOCK REINF. AS SHOWN
C .
TL
FILL IN DOOR OPENING
W/ 8" MASONRY CONC.
BLOCK REINF. AS SHOWN
i
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• I� �I II
T. 0. FLOOR
ELEV. +O' -O" I I I — . tI I
•j I: I F
EXISTING 4" CONCRETE I I I I J1 I
SLAB TO REMAIN
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1 I II I
1 I. .I I•
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t
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I SEE DET. A15 -1 FOR FTG I I
CONN.* F /5 -4 FOR COL. I I 9k T. O. F VOR.
CONN. ELEV. - I' -0"
C -4 C_4 ® j
-
-J—/ EXISTING 4" CO CRETE
— — —
A' SLAB TO REMAI
—..
O L rr . -=-- J OL
6 611
I
ILU �nl I SEE DET. A15 -1 FOR f FG.
CONN.
jI TSE �L .. —
10' -0" O 14' -0" 14' -4"
FOUNDATION AND GROUND FLOOR FRAMING PLAN 5" CONC. 5LA13 OVER
WELL COMPACTED FILL
SCALE 1/4" = 1' -0" B W/ GXG -1 .4X 1.4 W.W.M
S -6
NEW CONC. COLUMN
CONC. SLAB
EXISTING STRIP
FOOTING
-EXISTING REINF.
TO REMAIN
NEW FOOTING: CHIP EXIST.
CONCRETE STRIP FTG. TO INSTALL
NEW FOOTING. DO NOT D15TURB
EXISTING REINF.
NEW &EXIST. FOOTING CONN. DETAIL
SCALE 1/2 " =1' -0"
LEGEND
NEW CONC. COL.
NEW MASONRY WALL
C� - -C
EXISTING BLOCK WALL TO REMAIN
— — — _ DENOTES CONCRETE FOOTING
C _ DENOTES EXIST. CONCRETE
FOOTING
ODENOTES CONCRETE COLUMN LABEL
ODENOTES CONCRETE FOOTING LABEL
FOUNDATION AND GROUND FLOOR NOTES:
k I I
SIFE DET. B/5 -4 * F /5-4
F K COL. CONN.
(CIONT. TO ROOF)
I
o
N Ij� EXIST. CONC. SLAB
/1 SUPPORT FOR A/C
/ I EQUIPMENT TO REMAIN
I SLAB TO BE ON VAPOR BARRIER OVER WELL COMPACTED FILL t REINFORCED
WITH GXG- 1.4 X 1.4 W.W.M.
2°- SLAB ON GRADE;
A. FILL AND BACKFILL TO BE COMPACTED TO 95% OF THE MAXIMUM DEN5ITY AT
OPTIMUM M015TURE AS DETERMINED BY THE MODIFIED PKOCTORTEST.
COMPACTION LAYERS NOT TO EXCEED 12". SEE GEOTECHNICAL REPORT,
B. G MIL POLYETHYLENE MEMBRANE SHALL BE PROVIDED UNDER ALL SLABS
FORMED ON FILL.
C. 501L SHALL BE TREATED FOR TERMITE PROTECTION AS PER F.B.C. 2010 EDITION
SECTION 181 G.
3.- TOP OF SLAB ELEVATION : 0' -0 ", UNLF55 OTHERWISE NOTED.
4°- DENOTES 8" REINF. MASONRY BLOCK WALL5
FILLED WITH 3000 P.5.1. GROUT � REINFORCED AS PER PLAN.
5.- FOR 5CHEDULE5,TYP. DETAILS SEE SHEET 5 -3,FOR GENERAL NOTES,
* OTHER DETAILS SEE SHEET 5 -4
G•- COORDINATE ALL 5LA13 DEPRESSIONS AND OPENINGS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS WHERE APPLICABLE.
7 DRAWINGS AND CALCULATIONS HAVE BEEN DE51GNED IN ACCORDANCE WITH
F.B.C. 2010 EDITION, AC13 18 -1 1 * A5CE 7 -10
8•- CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE JOB BEFORE
THE COMMENCE OF WORK. ANY DI5CREPANCIE5 THAT MIGHT BE PRESENTED
DURING THE CONSTRUCTION PROCESS SHALL BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT.
5EE DET, A15 -1 FOR
FTG. CONN.
Ran '
f �D OF
Gurpi AqJAD�itii
I�C;'rU i A L a:s'EC 1
Chau L. Manh P.E. #68215
Structural Engineer
6720 NW 174th TER.
Hialeah, FL 33015
Ph: 786 - 547 -7921
Fax: 305- 863 -3381
° f
° ` k sa• �'' ^ I he information contained in this document and the document itself are eaclus" the properly of CLM. and may not he reproduced
° • '
7" used for other purpose than the referenced project for which it was created unless wih the explicit consent of CLM engineering.
REVISIOr6 BY
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