08-1279-010t
G�
WF -20 6'
r--------- — . ..... ,. — -- _--- - - ---� w I
I I I
I I I I I
I I I I I
�� • I I w,
T.O. OIL &LAB
ELEV.= -X' -X"
I • I I I
I I I I I
I I I I I
I • I I I
I I I
L_ w
___
I I Iw
I I
I I I
I ( I w
IwI I
I I I
cA I I 8" REINF. MASONRY BLOCK
WALLS BELOW, FILLED
• I W/3000 pzl GROUT AND
REINF. W/1*5 -848" O.G. I •
I I
I I
I•
I I
I I I w
I I
I I NEW 4" GONG. SLAB OVER I •
I I VAPOR BARRIER ON WELL
COMPACTED FILL REINFORCED
W/ 6X6 - W1.4 X WIA W.W.M. I
I T.O. SLAB I •
ELEV.- -0' -0" 10.96' NfS.V1)
I I I•
I I ri
I I ®I
• I
01
II
I I `-1
II
EXISTING WALL FOOTING q)rj
r 7, 7 O OL,
Ll
o
w 8' REINF. MASONRY BLOCK
WALLS BELOW, FILLED ®I
4 I I I W/3000 P.S.T. GROUT AND OI
REINF. W/105948" O.G. I I,
f 1 0 N I • I SEE DETAIL -1
X I I C/5 -4 I
r— — —
I •• I r Mel*
0 ''; — •
L --
O SEE DETAIL O oil
F-/6 -.3
rnomma
nm
SEE DETAIL]
F /S -3
— EXISTING WALL FOOTING
l`T
z
0"
X
w
OVER
d WELL L
IF W.M.
W.I.UM.
I0' -4"
I1' -0"
A LL-
a a
H1
6T -I er -f
t -0- SLAB
ELEV.= -0' -0" = 10.96' Nrz.V.D
O
O
"- EXISTING ONE STORY RES.
• • • • so*
•
V
V V W V U V • •
r • •
Y u
V 4
• • •
•r• • r
u u
u
• u u
V V U
•
W
V V V V U V
V
V
V
t
O
W
-t
0
M
1w
M
J
LL
W
u
.
•ur
uu
•W
• o
u
•
M
U V
4
r
W
u
•
V
V
r
• r
O
W
-t
0
M
1w
M
J
LL
•••W •uuuu Y•r
Y
v . •
GROUND FL Y •
W•r• W ru•ru • "Q
I.- DESIG=N LOADS:
DEAD LOADS = 30 PSF
LIVE LOADS = 40 PSF
2.- DENOTES 8' MASONRY BLOCK WALLS, RE INF. A5 PER PLAN.
3. -TOP OF SLAB ELEVATION ±0' -0 "= +12.58' N.G.V.D. TYP., UNLE56 OTHERWISE NOTED.
4.- GROUND FLOOR SLAP TO BE 4' CONIC SLAP (SEE PLAN ) ON VAPOR BARRIER OVER
WELL COMPACTED FILL AT 95% OF MODIFIED PROCTOR IN ACCORDANCE W /ASTM D 1557
AND TO COMPLY W/F.B.C. 2004 EDITION REINFORCED W /6X6 -IAW X IAW W-W.R.
5--501L SHALL BE TREATED FOR TERMITE PROTECTION AS
PER OF F.B.C. 2004 EDITION, SECTION R 320.
6. -FOR SCHEDULES ,TYP. DETAILS, AND GENERAL NOTES, SEE SHEET 5-3.
FOR 5ECTION5, 5EE 5HEETS 5-4.
-I-- PLANS AND CALCULATIONS HAVE BEEN DESIGNED IN
COMPLIANCE W/F.B.C. 2004 EDITION.
LEGEND
- -- DENOTES GONG. FOOTING,
-- -- AS SHOWN ON PLAN.
r DENOTES CONCRETE COLUMN
0 DENOTES RETROFIT CELL
DENOTES EXISTING WALL
DENOTES EXISTING FOOTING
SEE DETAIL
X B /5 -4
J
SEE DETAIL
E /S -3
1
EXISTING WALL FOOTING — — C
w . � � � • • • r I � I • • I
SEE DETAIL SEE DETAIL
J
EI5-3 (TYP.) D /S -4 (TYP
T.O. OIL SLAB
ELEV.■ -1' -0" 9.96' N.G.V.D • • w •
JI
SEE DETAIL
F /S -3
SEE DETAIL •
F /5 -3
WF
Lf
SEE DETAIL SEE DETAIL d �. - - - -- - 20-- - - - - --
FOUNDATION /GROUND FLOOR FRAMING PLAN
SCALE 114' = 1' -0'
y . i � raJ y - ilk la" 1 NA
EMI —DINIG DEFT.
STRUCTURAfn7-CTION
APPROVED BY:
OATE
NOTICE:
ARCHITECT 4 STRUCTURAL DRAWINGS
HAVE TO BE CONSULTED TOGETHER
GALL ARCH /ENGINEER FOR ANY DISCREPANCY
BEFORE START OF WORK
a EDUARDO GONZALEZ F.E., INC.
STRUCTUR AL- ENGINEERS
717 Pence do Leon Blvd. Suits 335
Coral Cables, Florida 33104 yv ,
Tel. (305) 445 -5100 Fox (305) 445 -6644
STATE OF FLORIDA REGISTRATION # 24627 111�1. »
STATE OF FLORIDA LICENSE # E6- 0006166
PROJECT # 0664
4
LD
O
N
4
'In N NreFe g"I o w.lt and to th dui or ny wrudmip d WW, Om"mml 6pwifuellm wsMph ellh app k*W j CwdW " #i if) "
We •lewnwl ad the intwNtlen R ewlutn b the wrclu�Me Mr 4l �F J. Er++rrr Gwril� P�. InG twi niy nt M rrtndrW �r • ... "` y,'
or used For ether trod a W w thin the spwitIG rrrject F'- u�eh lE uu "rr LoA t "mplidt w,.&* of J£ 60V A6. PJ=.
I-
I
I
7�
•
Ln
l
z
O
J
J
La
LIJ
�[
0
J
Cu
O
W
-t
0
M
1w
M
J
LL
`
g
a
U
u
u_
z
O
o
�«
QU)
U
Q�
H
V
LJ
0
C
z&
3
IL
IL
00
N
Z
0
�
�
z
Ld
CONSULTING:
I
_ (L j
J `:
J "
Q
m V
1— u
w
O F--
I
= n n o
tiJ � N M
v
O K Ln
so
_ a
(.D L
go
pj
Ln
z
O
J
J
La
LIJ
�[
0
J
O
W
-t
0
M
1w
M
J
LL
C)
g
a
4
u_
z
O
o
�«
QU)
U
Q�
H
V
LJ
0
C
z&
y
V
W
in
i
IL
IL
00
_ (L j
J `:
J "
Q
m V
1— u
w
O F--
I
= n n o
tiJ � N M
v
O K Ln
so
_ a
(.D L
go
pj
FIRST FLOOR PLAN
SCALE AS SHOWN
HAWN
,.e 2009
DATE 6 /11104
SHEET:
S -1
1 OF: 5
Ln
O
J
La
N
�[
FIRST FLOOR PLAN
SCALE AS SHOWN
HAWN
,.e 2009
DATE 6 /11104
SHEET:
S -1
1 OF: 5