13-1205-0204
b
T.E.
F
I
I
I
I
T.E.
2
8 -3
` I "10 MF -18 I *6
_
KJ
• 5 •5 x 8' -0'I -8
*— X— —
5 5x8 r -0 ' L — —
F -40 F -40
I V
x 5' -0'
Gr`1.
•I
� I
1
• I�
� s
U
. I
*412'
x
s
_q®
/I
31 -61
1 A®
COVERED TERRACE
4' CONCRETE SLAB ON cz
— GRADE REINF. W/ —
rox&- WIAxW1.4 1111UF. TYP.
U:ON. ON PLAN
STEP 6 TOP OF
L — SLAB (FOOTING) _
— F---- - - - - ®�
�— — — I— — _ ji; -18
MF -18 — -
F -4r F -46 F -26
"t x
s X
G.J.
7�4 lii�, 7�4 ii�,
V
U
4' CONCRETE SLAB ON
GRADE REINF. W/
6x6- WI4xWl:4 WIUF. TYP.
U.ON_ ON PLAN
r 0'-0"
7.
A'r
sIX sIX 1 4
Gj.
STEP m TOP OF
SLAB 4 FTG.
61
: x
— s — � MF =2 0 — — — MF-20 — 7 MFF20 Z — — — —
CH) - L F-40 F-40/ fibil I Ax
® -
4 GIRDER TRUSS -1505912' MF -18 5 * "5 l2'F MF -20 Q — —gZ7F — ®_� ,n MF -20
A50VE �x 7 -0 — —'� �— ®J -18 � —
MF -IS
VERANDA
EJ
14 Q n ( T.E. I Ln `* T.E. ",n `* Q I T.E- �,n `* Ea L.14
• �cA
R13 L F131 [3
1I
TOP OF FOOTING — — 0
6 ELEV. 0'-0' —
1 IITI nl i T. UA"I D.�_G.� tn'[ R° -Al
c_Ar
1
S -3
PARiGING
'
L� AZA
U
U
2 *6
M
MF -IS —L—
6
X "It x I * 6 cfJ
•
I
I *6
I 'Y F
W-1
qA -
: X
MF -18
_91
1 / I
1 / i
CONCRETE SLAB
EL. -0' -6'
TAZ.
_4 Ki TWICKENED SLA5 EDGE
s -1
SCALE: 3/4' = P -0'
n
1
i
� o
a
F---1 Qt m
c 0 o
c
F--1 0 v 9
O
n (y3 a EW., .°y
F-`- {
ID
Q a
n -
A
H
z
W z� b
oar
�j z
0
m
0
m
0
to
SPREAD FOOTING SCwEDULE
MARK
SIZE'
L X W X THICXENESS
REINFORCEMENT
REMARKS
BOTTOM
TOP
SHRT_ BAR
LONG BAR
a
6 -2
MF -18
CONT. IS' x 16'
121
2 05
0 6 • 24' O.C.
10' t 12'
MONOLITHIC
wr SLAB
MF -20
AM,
M�
—
2 « 5
�
AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPOM WHICH THE DESIGN
MONOLITHIC
W/ SLAB
F -26
2' -6' x 2' -6' x 16'
305
305
2-) TOP OF ALL FOOTINGS 0 -2' -0' DATUM.
MONOLITHIC
W! SLAB
F -30
V -0' x V -0' x 16'
4 0 5
4. 5
405
MF -18 cv
i
F -36
3'40' x 3'40' x 16'
4+ 5
405
4 0 5
4. 5
MONOLITHIC
W/ SLAB
F -40
4' -0' x 4' -0' x from
Des
TOP OF FOOTING _- x
5* 5
5 0 5
MONOLITHIC
W! SLAB
2
4' -6' x 4' -6' x 24'
6 5
6 0 5
6 0 5
6 0 5
-
_ TOP OF GARAGE F -30T
!X
5-) CJ. DENOTES 1/8' x 2' SAW -CUT CONTROL JT. TO TAKE PLACE
Consulting Structural Engine r
CONC. SLAB
—
24 HOURS AFTER SLAB HAS BEEN CAST_
4836 S.W. 14 CT.,MIAMI, FLORIDA 33155
I
} Of
-
(305) 669 -0255
*4a121 43
BELFRANINGAOL.COM rim 2 3 2013
6.) T.E_ DENOTES 8'x10' CONCRETE THICKENED SLAB EDGE
0
a1
*4a12,
W/ 1 0 5 CONTINUOUS.
.�
is DENOTES 8' CMU STEM WALL W/ SAME REINF. AS NOTE • 4/8-1
4' CONCRETE SLAB ON
x 6' -6'
T.E.,
I
GRADE REINF_ W/
6x�o- W1:4xW1.4 W.WF. TYP.
�
U.ON. ON PLAN
(�
—
4 * 56 12'
F.
I
SLOPE 2' X 8' -0' L
�
–
F -36
I
.EL. -1' -2' .EL.- I' -4 °'
'
T.O. SLAB 4 T.O. 5LA5 4
I
FOOTING FOOTING
a1
_
04* 12'
T.E.
04 121
I
g
4 *5 12'
I -
- - - --
-- x8' -0' —�
22' -4'
c_Ar
1
S -3
PARiGING
'
L� AZA
U
U
2 *6
M
MF -IS —L—
6
X "It x I * 6 cfJ
•
I
I *6
I 'Y F
W-1
qA -
: X
MF -18
_91
1 / I
1 / i
CONCRETE SLAB
EL. -0' -6'
TAZ.
_4 Ki TWICKENED SLA5 EDGE
s -1
SCALE: 3/4' = P -0'
n
1
i
� o
a
F---1 Qt m
c 0 o
c
F--1 0 v 9
O
n (y3 a EW., .°y
F-`- {
ID
Q a
n -
A
H
z
W z� b
oar
�j z
0
m
0
m
0
to
SPREAD FOOTING SCwEDULE
MARK
SIZE'
L X W X THICXENESS
REINFORCEMENT
REMARKS
BOTTOM
TOP
SHRT_ BAR
LONG BAR
SHRT. BAR
LONG, BAR
MF -18
CONT. IS' x 16'
121
2 05
0 6 • 24' O.C.
10' t 12'
MONOLITHIC
wr SLAB
MF -20
CONT. 20' x 16'
—
2 « 5
�
AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPOM WHICH THE DESIGN
MONOLITHIC
W/ SLAB
F -26
2' -6' x 2' -6' x 16'
305
305
2-) TOP OF ALL FOOTINGS 0 -2' -0' DATUM.
MONOLITHIC
W! SLAB
F -30
V -0' x V -0' x 16'
4 0 5
4. 5
405
405
MONOLITHIC
W/ SLAB
F -36
3'40' x 3'40' x 16'
4+ 5
405
4 0 5
4. 5
MONOLITHIC
W/ SLAB
F -40
4' -0' x 4' -0' x from
Des
5 •5
5* 5
5 0 5
MONOLITHIC
W! SLAB
F -46
4' -6' x 4' -6' x 24'
6 5
6 0 5
6 0 5
6 0 5
MONOLITHIC
W/ SLAB
5-) CJ. DENOTES 1/8' x 2' SAW -CUT CONTROL JT. TO TAKE PLACE
Consulting Structural Engine r
PE. # 33014 ` A ° � ) "
24 HOURS AFTER SLAB HAS BEEN CAST_
s' MU WALL VERTICAL
REINFORCEMENT SCHEDULE
WALL HEIGHT
ZONE
VERTICAL Rew- osGEMENT IN
FULLY GROUTED BLOCK CELL
10'
4
•5 * 32' O.G.
10'
5
•5 , 24' O.C.
12'
4
0 6 • 32' O..C,
121
5
0 6 • 24' O.C.
10' t 12'
INT_ WALLS
+ 5 * 48' O.C. Y, 1°
ZONE 0 IS DEFINED * 5' -6' EACH SIDE OF
ALL BENTS t CORNERS TR
i
�.
1010m
8, I-- DENOTES CONCRETE SLAB TOP REINFORCEMENT.
tZ
GROUND FLOOR 4 FOUNDATION NOTES :b
U SOIL STATEMENT
SOIL AT THIS SITE is SAND t ROCK ADEQUATE TO SUPPORT THE DESIGN LOAD
OF 2000 PSF AFTER EXCAVATION. SIGNED 4 SEALED LETTER WILL BE SUBMITTED
BY THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED
FOUNDATION 4
�
AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPOM WHICH THE DESIGN
b
IS BASED ON.
0
�
o
T-)
2-) TOP OF ALL FOOTINGS 0 -2' -0' DATUM.
o
3-) PLACE ALL NEW CONC_ SLABS OVER 8 MIL VAPOR BARRIER,
'Y4
Q'
A 1
OVER WELL COMPACTED, CLEAN t TERMITE TREATED FILL.
I I
I I
Ilwq
8CALE 1/4' - 1' -0'
4a • DENOTES 8' MASONRY BEARING WALL REINFORCED W/ OS GALV,
4 b
U
LADDER TYPE HORIZONTAL JOINT REiNF. m we O C. FOR VERT. REINF.
"edk: ear A.
°
gheet
no.
SEE SCHEDULE THIS SHEET.
5-) CJ. DENOTES 1/8' x 2' SAW -CUT CONTROL JT. TO TAKE PLACE
Consulting Structural Engine r
PE. # 33014 ` A ° � ) "
24 HOURS AFTER SLAB HAS BEEN CAST_
4836 S.W. 14 CT.,MIAMI, FLORIDA 33155
} Of
-
(305) 669 -0255
BELFRANINGAOL.COM rim 2 3 2013
6.) T.E_ DENOTES 8'x10' CONCRETE THICKENED SLAB EDGE
0
W/ 1 0 5 CONTINUOUS.
.�
is DENOTES 8' CMU STEM WALL W/ SAME REINF. AS NOTE • 4/8-1
�
8, I-- DENOTES CONCRETE SLAB TOP REINFORCEMENT.
FOUNDATION 4
GRND. FLOOR,
m
�
b
0
�
U
�
'Y4
a�
FLAN F RAM I NCB
M ; 10
Ilwq
8CALE 1/4' - 1' -0'
Id
4 b
U
W
"edk: ear A.
°
gheet
no.
Consulting Structural Engine r
PE. # 33014 ` A ° � ) "
'll
4836 S.W. 14 CT.,MIAMI, FLORIDA 33155
} Of
-
(305) 669 -0255
BELFRANINGAOL.COM rim 2 3 2013