11-481-018��D4t
8' CMU UNDER SLAB AT SIDES �® �1�,' y►
WHERE SHOWN THUS (TYPICAL)
s /s
4' GONG. SLAB W/ 6'x6' 10/10 ti f ' LINE OF EXISTING FTG.
W.W.F. OVER .006 MIL. VAPOR (FIELD VERIFY)
BARRIER ON WELL COMP, FILL
� -16
1 I I 1
S -1 I
� I ,
7`I I
i � •
WF -16
2Sx3O'LG. DOWELS r`
DRILLED m EPDXY
GROUTED MIN. 4' INTO
EXIST. FOOTING (TYP.)
DIMENSIONS SHALL BE FIELD VERIFIED
WORK AREA NO. 3
i-
r- I EXISTING GRADE
03 DOWELS m 12' O.C.
SCALE: 1/4' = 1' -0"
W - ®" (N.T.S.)
4' GONG. SLAB W/
6'x6' 10/10 W.W.F. OVER
.006 MIL VAPOR BARRIER
ON WELL COMP. FILL.
ALIGN
103 m 12' O.C. 06' LG.)
DRILLED 4 EPDXY
GROUTED 4' INTO
EXIST. CONC. CAP
— WF -16 (SEE FTG.
SCHEDULE)
DIMENSIONS SHALL BE FIELD VERIFIED
1 ffEnON
S -1 SCALE 3/4' = 1° -0'
8' CMU UNDER SLAB AT SIDES
WHERE SHOWN THUS (TYPICAL)
4' CONC. SLAB W/ 6'x6' 10/10
2"5x3O'LG. DOWELS
DRILLED m EPDXY
G=ROUTED MIN. 4' INTO
EXIST_ FOOTING (TYP.)
o_
d
W.W.F. OVER .006 MIL. VAPOR EXIST. GONG. SLAB
BARRIER ON WELL COMP. FILL
WF -16
2Sx3O'LG_ DOWELS
REINFORCEMENT
REMARKS
DRILLED m EPDXY
16'x1¢' CONT.
2 -45 CONT. BOTTOM
GROUTED MIN. 4' INTO
8' CMU UNDER SLAB AT SIDES
;..0 • ;
EXIST. FOOTING (TYP.)
WHERE SHOWN THUS (TYPICAL)
�� Zid
iu
EXISTING TO REMAIN
4' CONC. SLAB W/ 6'x6' 10/10
I
W.W.F. OVER .006 MIL. VAPOR
•Iji
BARRIER ON WELL COMP. FILL
1
— — —
1 (K V
LINE OF EXISTING FTG.
(FIELD VERIFY)
111L
1'
I
�
-I'
1 —�i
I
•
S -1
- - - -
--
- L
I�. :,:.:,: :.
EXISTING GONG. SLAB
LINE OF EXISTING FTG.
DIMENSIONS SHALL BE FIELD VERIFIED
WORK ME&
NO. 1
SCALE: 1/4' = 1° -0"
��D4t
8' CMU UNDER SLAB AT SIDES �® �1�,' y►
WHERE SHOWN THUS (TYPICAL)
s /s
4' GONG. SLAB W/ 6'x6' 10/10 ti f ' LINE OF EXISTING FTG.
W.W.F. OVER .006 MIL. VAPOR (FIELD VERIFY)
BARRIER ON WELL COMP, FILL
� -16
1 I I 1
S -1 I
� I ,
7`I I
i � •
WF -16
2Sx3O'LG. DOWELS r`
DRILLED m EPDXY
GROUTED MIN. 4' INTO
EXIST. FOOTING (TYP.)
DIMENSIONS SHALL BE FIELD VERIFIED
WORK AREA NO. 3
i-
r- I EXISTING GRADE
03 DOWELS m 12' O.C.
SCALE: 1/4' = 1' -0"
W - ®" (N.T.S.)
4' GONG. SLAB W/
6'x6' 10/10 W.W.F. OVER
.006 MIL VAPOR BARRIER
ON WELL COMP. FILL.
ALIGN
103 m 12' O.C. 06' LG.)
DRILLED 4 EPDXY
GROUTED 4' INTO
EXIST. CONC. CAP
— WF -16 (SEE FTG.
SCHEDULE)
DIMENSIONS SHALL BE FIELD VERIFIED
1 ffEnON
S -1 SCALE 3/4' = 1° -0'
8' CMU UNDER SLAB AT SIDES
WHERE SHOWN THUS (TYPICAL)
4' CONC. SLAB W/ 6'x6' 10/10
2"5x3O'LG. DOWELS
DRILLED m EPDXY
G=ROUTED MIN. 4' INTO
EXIST_ FOOTING (TYP.)
o_
d
W.W.F. OVER .006 MIL. VAPOR EXIST. GONG. SLAB
BARRIER ON WELL COMP. FILL
LINE OF EXISTING FTG.
(FIELD VERIFY)
1 � -
S -1
4' GONG. SLAB W/ 6'X6' 10/10
W.W.F. OVER .006 MIL. VAPOR
BARRIER ON WELL COMP. FILL
8' CMU UNDER SLAB AT SIDES
WHERE SHOWN THUS (TYPICAL)
DIMENSIONS SHALL BE FIELD VERIFIED
WORK ARXA NO. 2
SCALE: 114' = 1' -0'
;
- -- -- - - - -- - - - -•- -•- -- ....
I I
,I I
L� - -_— - - -�%
WF -16
EXIST. FTG. (FIELD VERIFY)
2"5x3O'LG. DOWELS
v. DRILLED m EPDXY
€ GROUTED MIN. 4' INTO
I EXIST. FOOTING (TYP.)
DIMENSIONS SHALL BE FIELD VERIFIED
WORK AFEA NO. 4
SCALE: 1/4' = 1' -0'
IL
WF -16
SIZE
REINFORCEMENT
REMARKS
I
16'x1¢' CONT.
2 -45 CONT. BOTTOM
ADD 205x36' BENT 18' 6 ALL CORNERS
:.
;..0 • ;
e U ......:.........
j
iu
EXISTING TO REMAIN
I
I
U af
1
1 (K V
111L
U1 Q
- - - -
--
- L
LINE OF EXISTING FTG.
— —
—
— — —
(FIELD VERIFY)
I
EXISTING WINDOW OPNG.
NEW 8'x8'x3116'
STL. COL.
(SEE DETAIL 2
THIS SHT.)
LINE OF EXISTING FTG.
(FIELD VERIFY)
1 � -
S -1
4' GONG. SLAB W/ 6'X6' 10/10
W.W.F. OVER .006 MIL. VAPOR
BARRIER ON WELL COMP. FILL
8' CMU UNDER SLAB AT SIDES
WHERE SHOWN THUS (TYPICAL)
DIMENSIONS SHALL BE FIELD VERIFIED
WORK ARXA NO. 2
SCALE: 114' = 1' -0'
;
- -- -- - - - -- - - - -•- -•- -- ....
I I
,I I
L� - -_— - - -�%
WF -16
EXIST. FTG. (FIELD VERIFY)
2"5x3O'LG. DOWELS
v. DRILLED m EPDXY
€ GROUTED MIN. 4' INTO
I EXIST. FOOTING (TYP.)
DIMENSIONS SHALL BE FIELD VERIFIED
WORK AFEA NO. 4
SCALE: 1/4' = 1' -0'
IL
FOOTING SCHEDULE
TYPE
SIZE
REINFORCEMENT
REMARKS
WF -16
16'x1¢' CONT.
2 -45 CONT. BOTTOM
ADD 205x36' BENT 18' 6 ALL CORNERS
110205
j
iu
EXISTING TO REMAIN
(FIELD VERIFY)
FOOTING SCHEDULE
TYPE
SIZE
REINFORCEMENT
REMARKS
WF -16
16'x1¢' CONT.
2 -45 CONT. BOTTOM
ADD 205x36' BENT 18' 6 ALL CORNERS
110205
j
j•
8'x12'xr1/a" STL. B W/
2 -r %'41 WEDGE BOLTS W/
MIN. 5' EMBED. (TYP.)
6'x6'x3 116' GONG.
FILLED STL. COL.
&'x12'x5 /a' STL. BASE fE.
v
NEW 4' GONG. SLAB —I
ON COMP. FILL (SEE
SECTION 1 -5/1)
2 -5/a'O WEDGE -BOLT
W/ MIN. 5' EMBEDMENT
EXISTING TIE BM.
i
1/4 CONT. TYPICAL COL.
i T = CONNECTION
\E�O--FT_ fE SIMILAR
i
° PATCH 4 LEVEL W/ GONG.
AFTER A.B. INSTALLATION
e
I............. ... .......
v
u
EXISTING TO REMAIN
7 (FIELD VERIFY)
DIMENSIONS SHALL BE FIELD VERIFIED
2 DETAL
S -1 SCALE 3/4' = I'-0'
BEFORE PROCEEDING WITH THE WORK. THE ENGINEER
SHALL SUBMIT A LETTER WHEN THE GROUND HAS BEEN
BROKEN ATTESTING THAT THE SITE HAD BEEN
OBSERVED AND THE FOUNDATION CONDITIONS ARE
SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED.
TERMITE PROTECTION
NEW BUILDING AREAS SHALL HAVE PRE - CONSTRUCTION TREATMENT
AGAINST SUBTERRANEAN TERMITES AS ESTABLISHED BY THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
A CERTIFICATE OF COMPLIANCE SHALL BE 15SUED TO THE
BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY
THAT CONTAINS THE FOLLOWING STATEMENT:
'THIS BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES. SAID TREATMENT IS
IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'.
N
11PA, WA
SCALE: ' /a' = 1' -0'
ddb 7.
iii ,•''��•$ "*! ' ��
`���' ��• `: LORENZO SOTO, F.E.
G(::�N5ULTING ENGINEER
` . 3034 6,W, 100TH COURT
MIAMI, PL 33165
-�`Tf LAX (305) 220 -roro92
'C1
v
pz U W z
w<zzz a
w'_�om ww r
w ow,0aw amt-zS
aa5<' � uzwuOZ
woowzF zo` -a�-o
w J u m Q= W 4. = z O-
0 Z <00 = w u Q W Q
O
10 =1E 0.I U -0< nZz—
W t (IJ9 Mw
w � mH - W ama
2 }}O Z w J W Z=
F:OOSw > owwl=-
zw(0 p zc �LLmom
z0K °0¢ iU=))Z
aa0Um= m >WI—
J F- fn W
"w•.WO z =0Wt4O
poa =(L 3:v)rnUnwit
.zwwwm <wzzon-
z¢ >zm= M0:o0n.w
2 m 0 z Q Z W O o¢� 2
ow
w0 >w'�zwOuQQ�O
�QOjo�0 =zzzaaa
zaw�0 0o ao
W §WWz0woWzz!_w0
= Q~ n. w Z� w W (- F U.
O= w W u O O C' 0 z }' U
w�u I=-z Ow�wJca
o} W~ O W U O= S z
¢m33: <MM3:0LL�0<
O
T
PROPOSED DAYCARE
AT EXIST. COMMERCIAL
BUILDING
SITE ADDRESS:
6333 S.W. 72 ST.
MIAMI, FLORIDA 331-
TENANT:
TIMEVIEW
PRESCHOOL
Ph:(786) 274 -3668
r
AGUDELO
ARCHITECT P.A.
A.A.26002013
Address:
9885 N.W. 51 Terrace
Doral, Florida 33178
Phone #:
(786) 738 -8236
e -mail address:
germ an®agu del oarch itect.ne
SEAL:
STATE OF FLORIDA
GERMAN A. AGUDELO
ARCHITECT FOR THE FIRM
LICENSE # AR- 0091594
L
Drawing •
Checked .
Date
3-8-2011
Scale: 1
! ASSHOWN
JOB. NO.:
110205
j
j•