03-1559-066FOOTING SCHEDULE
F—
FOOTING SCHEDULE
DEPTH
LONG
MARK
SIZE
SF -1
REINF.
REMARKS
6 #8 T&B
F -2
14' -0 "x25' —O "x28"
SF -2
#7014" EA WAY *
12"
* TOP is BOTTOM
#6 010" TOP & BOTT.
F -4
4'- 0 "x4' —O "x12"
54"
5 #5 EA. WAY
#6 @12" T&B
#7012" TOP do BOTT.
—
F 4.5
—6 —6 2
4 x4 x1
5 #5 EA. WAY
N
WF -24
.... ...............................
F -6
—....................................................................................-_............................................................................................................................................................................................................._.........................................................................................
6'- 0 "x6' —O "x16"
3 #5 CONT.
5 #7 EA. WAY
...............................
16"
F -6.5
6'- 6 "x6' -6 "x18"
7 #7 EA. WAY
TE
a"
12"
F -7
7'— O "x7' --O "x20"
SEE SECT. 12/S -201
8 #7 EA. WAY
F -7.5
7'- 6 "x7' -6 "x21"
5TB -1
9 #7 EA. WAY
20"
3 #9 TOP
3 #6 BOTT
12 SETS OF #4 STIRRUPS
(DOUBLE) AT 4" O.C.
BALANCE #408" O.C.
F--8.5
8'- 6 "x8' -6 "x24"
24"
9 #8 EA. WAY
4 #9 TOP
4 #8 BOTT
16 SETS OF #4 STIRRUPS
(DOUBLE) AT 4" O.C.
BALANCE #4012" O.C.
8
F -9.5
9'- 6 "x9' -6"x27"
12 #8 EA. WAY
1S
8
F -8.3
8'- 4 "x8' --4 "x24"
9 #8 EA. WAY
F -8.0
8'- 0 "x8' -0 "x24"
r I
9 #8 EA. WAY
(T)
�t:
F -10
10' -0 "x10'- 0"x28"
12 #8 EA. WAY
F -7SP
7'— O "x5' —O "x14"
5 #6 LONG, 7 #6 SHORT
Cn
, I
T= 44"
F -8SP
8'--- 0 "x5' —O "x16"
#7@12" EA. WAY
.....................
F -11 SP
.................................................................................................................................................................................................................................................................................................................................................................................................
11'- -0 "x22' -0 "x28"
17 #9 LONG, TOP/ 21#9 SHORT,
BOTT/ 11#9 LONG. BOTT
...............................
F- 11.5SP
11'- 6 "x8' -6 "x24"
9 #8 LONG, TOP do BOTT/
12 #8 SHORT, BOTT
F -13
12' -0 "x12' -0 "x33"
14 #9 EA. WAY
F -15
14' -0 "x14' -0 "x39"
18 #9 EA. WAY
F- 21.5SP
1 — 0x30
2 6x7 —
#7@14"
12 #9 LONG, TOP ac BOTT/
23 #9 SHORT, BOTT
I
.......................................... ............................... ...............
...........................................
F -25SP
............................................. ........... ............. ..................
25'- 0 "x8' —O "x35"
......
............................ .............................. ..........................................................................
14 #9 LONG, BOTT/ 24 #8
.................... ........
SHORT, BOTT
F -17
29' -6 "x23' -4 "x44"
SEE SKETCH BELOW
F'c= 4000 psi
F -18
SEE SKETCH BELOW
SEE SKETCH BELOW
—
F'c= 4000 psi
F -20
.___..... ...._...r.....__.._.__._._.....
19'- 0"x8' -0 "x38"
#9 @ 14" SHORT, BOTT/
---- .--- ...
14 #9 LONG, BOTT
n SPREAD
FOOTING SCHEDULE
FOOTING SCHEDULE
MARK
WIDTH
DEPTH
LONG
TRANSVERSE
REMARKS
SF -1
102"
24"
6 #8 T&B
#9014" TOP do BOTT.
SF -2
36"
12"
#5 @12" T&B
#6 010" TOP & BOTT.
SF -3
54"
18"
#6 @12" T&B
#7012" TOP do BOTT.
N
WF -24
24"
12"
3 #5 CONT.
#4924"
WF -16
16"
12"
2 #5 CONT.
TE
a"
12"
2 #5 CONT..
SEE SECT. 12/S -201
5TB -1
12'"
20"
3 #9 TOP
3 #6 BOTT
12 SETS OF #4 STIRRUPS
(DOUBLE) AT 4" O.C.
BALANCE #408" O.C.
STB -2
24"
28"
4 #9 TOP
4 #8 BOTT
16 SETS OF #4 STIRRUPS
(DOUBLE) AT 4" O.C.
BALANCE #4012" O.C.
0
.0-1
CO
CONTINUOUS FOOTING SCHEDULE
19, -6"
T.O. FTG= 12" BELOW F.F.
5,_0"
I
I
I
I
- --J
F -17
I
C1 6 #7 VERT. 20 4#7 VERT.
o.
#3 TIES @ 12" O.C. C4 1 #3 TIES @ 12" Q.C.
0
31 -0r x•11 -011
4 #9 VERT.
C2
•
'
ADD 5#7@6"
B
N
Ila"
Q
SW6
a
8 ��
� :
1S
8
r I
#7@14'
(T)
�t:
Cn
, I
T= 44"
M
#7@14"
B)
I
Wit -
i
CD
I
SW4
L.. .......
..._...._
..._. _._.
J
F -18
T.0
FTG= 16" BELOW
F.F.
53-031
9'— 4,"
4, ` 0„
C1 6 #7 VERT. 20 4#7 VERT.
o.
#3 TIES @ 12" O.C. C4 1 #3 TIES @ 12" Q.C.
0
31 -0r x•11 -011
4 #9 VERT.
C2
r • Y Y Y • • • U
iii ••• • • •' •••• • Y •
• • • i • r • c+ • • r ••
ro
•••Y. 0000• •r• ••••
r • r • r i 0
see *see
•
8 #8 VERT. o #3 TIES @ 12" O.C.JF GRD. TO 3rd FL.
#3 TIES ®12 O.C. C5 4 #7 VERT.
• 1- 41 TIES Ca 12" O.C. 3rd FL. TO ROOF
CONCRETE F'c= 5 KSI
2' -0"
• 10 #8 VERT.,
C3 #3 TIES 0 12" O.C.
C6
• o
8 #7 VERT.
#3 TIES @ 12" Q.C.
N
r
C8 I
10 #9 VERT. GRD TO 2nd FL.
# 3 TIES 0 12" O.C.
• 6 #9 VERT.
c� TO 3rd FL.
C7
I #3 TIES a 1
2 O.C.
2nd FL.
O�
• 4 #7 VERT.
C9
I
i�
2' -0„
2' -4"
ej
#3 TIES @ 12" O.C.- 3rd FL. TO ROOF 2' -0"
OR
Co • 6 #6 VERT.
- C10 #3 TIES ®8" O.C.
FOR C10 INSIDE SHEAR WALL' USE CONCRETE F'c= 5 KSI
14 #a V
10 #8 VERT.
#3 TIES @ 12 O.C.
ERT.
#3 TIES ®12° O.C.
2' -0"
• • 12 #8 VERT.
C11 0 #3 TIES 0
12" O.C.
1' -0"
4 #5 VERT.
ao � #3 TIES ®8" O.C. A,
32"
� • r • 6 #6 VERT.
C16 #3 TIES ®8" O.C.
40° 1 r." , , "...-T. "., -1
n� 8 #6 VERT.
17
#3 TIES o s" Q.c.
16"
� 4 #6 VERT.
C18 #3 TIES 0 8" O.C. .
18°
;p 4 #6 VERT.
C19 #3 TIES 0 8" O.C.
SEE ,ARCH. DWGS FOR ACTUAL DIMENSIONS AT CURVES
30"
6 #6 VERT.
C2Q #3 TIES a
a" O.C.
SEE ARCH. DWGS FOR ACTUAL DIMENSIONS AT CURVES
;OLUPANS SCHEDULE
f c = 4000 BSI -- UNLESS OTHERWISE
NOTED ON ALAN.
O 4 #7 VERT. AND
C13 C #3 TIES @ 8" O.C.
2' —Or
•
C14
6 #7 VERT. AND
• Me #3 TIES 0 Be O.C.
2' -1"
2P-0"
21-0 0
x ve, 6 #8 VERT.
C12 #3 TIES @ 12" O.C.
C15
I
CV
8 #8 VERT.
#3 TIES @
12" Q.C.
REVISION BY
1 I/29/04 PERMIT REVISION
2 4 /I9 /04 OWNER REVISION
3 618104 REVIEW
4 9/14/ 04 DWNER REVISION
5 1115104 CsENERAL REvISl01
6 2/11/ 05 GENERAL REvIS101
S 8/11/ 0
FAX: 305- 971 -4332
I E -MAIL: GFCEQGFCE.NET
CERTIFICATE OF AUTHORIZATION X9129
5 GENERAL REVISION
40 os,
1e� y
W N
y i a N
a
�J NN
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED T0; ARCHITECTURAL,
SURVEYING, .STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, Jc WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
SEAL-
x..
�xrFRESNEL E. RNANDE
FLORIDA �E 46611
4
rr j
�I
W.0�
OC
Lu a Z m N
/R w
� Q
6 co
O
DRAWN BY:
D.L - E.0 - M.M
DATE:
s /i4 /os
SCALE:
AS NOTED
SHEET NO.:
S -203
r
13392 SOUTH WEST 128 STREET
MIAMI FLORIDA 33186
PHONE: 305 - 971 -GFCE
I 0
•
•
r • Y Y Y • • • U
iii ••• • • •' •••• • Y •
• • • i • r • c+ • • r ••
ro
•••Y. 0000• •r• ••••
r • r • r i 0
see *see
•
8 #8 VERT. o #3 TIES @ 12" O.C.JF GRD. TO 3rd FL.
#3 TIES ®12 O.C. C5 4 #7 VERT.
• 1- 41 TIES Ca 12" O.C. 3rd FL. TO ROOF
CONCRETE F'c= 5 KSI
2' -0"
• 10 #8 VERT.,
C3 #3 TIES 0 12" O.C.
C6
• o
8 #7 VERT.
#3 TIES @ 12" Q.C.
N
r
C8 I
10 #9 VERT. GRD TO 2nd FL.
# 3 TIES 0 12" O.C.
• 6 #9 VERT.
c� TO 3rd FL.
C7
I #3 TIES a 1
2 O.C.
2nd FL.
O�
• 4 #7 VERT.
C9
I
i�
2' -0„
2' -4"
ej
#3 TIES @ 12" O.C.- 3rd FL. TO ROOF 2' -0"
OR
Co • 6 #6 VERT.
- C10 #3 TIES ®8" O.C.
FOR C10 INSIDE SHEAR WALL' USE CONCRETE F'c= 5 KSI
14 #a V
10 #8 VERT.
#3 TIES @ 12 O.C.
ERT.
#3 TIES ®12° O.C.
2' -0"
• • 12 #8 VERT.
C11 0 #3 TIES 0
12" O.C.
1' -0"
4 #5 VERT.
ao � #3 TIES ®8" O.C. A,
32"
� • r • 6 #6 VERT.
C16 #3 TIES ®8" O.C.
40° 1 r." , , "...-T. "., -1
n� 8 #6 VERT.
17
#3 TIES o s" Q.c.
16"
� 4 #6 VERT.
C18 #3 TIES 0 8" O.C. .
18°
;p 4 #6 VERT.
C19 #3 TIES 0 8" O.C.
SEE ,ARCH. DWGS FOR ACTUAL DIMENSIONS AT CURVES
30"
6 #6 VERT.
C2Q #3 TIES a
a" O.C.
SEE ARCH. DWGS FOR ACTUAL DIMENSIONS AT CURVES
;OLUPANS SCHEDULE
f c = 4000 BSI -- UNLESS OTHERWISE
NOTED ON ALAN.
O 4 #7 VERT. AND
C13 C #3 TIES @ 8" O.C.
2' —Or
•
C14
6 #7 VERT. AND
• Me #3 TIES 0 Be O.C.
2' -1"
2P-0"
21-0 0
x ve, 6 #8 VERT.
C12 #3 TIES @ 12" O.C.
C15
I
CV
8 #8 VERT.
#3 TIES @
12" Q.C.
REVISION BY
1 I/29/04 PERMIT REVISION
2 4 /I9 /04 OWNER REVISION
3 618104 REVIEW
4 9/14/ 04 DWNER REVISION
5 1115104 CsENERAL REvISl01
6 2/11/ 05 GENERAL REvIS101
S 8/11/ 0
FAX: 305- 971 -4332
I E -MAIL: GFCEQGFCE.NET
CERTIFICATE OF AUTHORIZATION X9129
5 GENERAL REVISION
40 os,
1e� y
W N
y i a N
a
�J NN
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED T0; ARCHITECTURAL,
SURVEYING, .STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, Jc WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
SEAL-
x..
�xrFRESNEL E. RNANDE
FLORIDA �E 46611
4
rr j
�I
W.0�
OC
Lu a Z m N
/R w
� Q
6 co
O
DRAWN BY:
D.L - E.0 - M.M
DATE:
s /i4 /os
SCALE:
AS NOTED
SHEET NO.:
S -203
r
13392 SOUTH WEST 128 STREET
MIAMI FLORIDA 33186
PHONE: 305 - 971 -GFCE
I 0
10 #8 VERT.
#3 TIES @ 12 O.C.
ERT.
#3 TIES ®12° O.C.
2' -0"
• • 12 #8 VERT.
C11 0 #3 TIES 0
12" O.C.
1' -0"
4 #5 VERT.
ao � #3 TIES ®8" O.C. A,
32"
� • r • 6 #6 VERT.
C16 #3 TIES ®8" O.C.
40° 1 r." , , "...-T. "., -1
n� 8 #6 VERT.
17
#3 TIES o s" Q.c.
16"
� 4 #6 VERT.
C18 #3 TIES 0 8" O.C. .
18°
;p 4 #6 VERT.
C19 #3 TIES 0 8" O.C.
SEE ,ARCH. DWGS FOR ACTUAL DIMENSIONS AT CURVES
30"
6 #6 VERT.
C2Q #3 TIES a
a" O.C.
SEE ARCH. DWGS FOR ACTUAL DIMENSIONS AT CURVES
;OLUPANS SCHEDULE
f c = 4000 BSI -- UNLESS OTHERWISE
NOTED ON ALAN.
O 4 #7 VERT. AND
C13 C #3 TIES @ 8" O.C.
2' —Or
•
C14
6 #7 VERT. AND
• Me #3 TIES 0 Be O.C.
2' -1"
2P-0"
21-0 0
x ve, 6 #8 VERT.
C12 #3 TIES @ 12" O.C.
C15
I
CV
8 #8 VERT.
#3 TIES @
12" Q.C.
REVISION BY
1 I/29/04 PERMIT REVISION
2 4 /I9 /04 OWNER REVISION
3 618104 REVIEW
4 9/14/ 04 DWNER REVISION
5 1115104 CsENERAL REvISl01
6 2/11/ 05 GENERAL REvIS101
S 8/11/ 0
FAX: 305- 971 -4332
I E -MAIL: GFCEQGFCE.NET
CERTIFICATE OF AUTHORIZATION X9129
5 GENERAL REVISION
40 os,
1e� y
W N
y i a N
a
�J NN
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED T0; ARCHITECTURAL,
SURVEYING, .STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, Jc WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
SEAL-
x..
�xrFRESNEL E. RNANDE
FLORIDA �E 46611
4
rr j
�I
W.0�
OC
Lu a Z m N
/R w
� Q
6 co
O
DRAWN BY:
D.L - E.0 - M.M
DATE:
s /i4 /os
SCALE:
AS NOTED
SHEET NO.:
S -203
r
13392 SOUTH WEST 128 STREET
MIAMI FLORIDA 33186
PHONE: 305 - 971 -GFCE
I 0
1' -0"
4 #5 VERT.
ao � #3 TIES ®8" O.C. A,
32"
� • r • 6 #6 VERT.
C16 #3 TIES ®8" O.C.
40° 1 r." , , "...-T. "., -1
n� 8 #6 VERT.
17
#3 TIES o s" Q.c.
16"
� 4 #6 VERT.
C18 #3 TIES 0 8" O.C. .
18°
;p 4 #6 VERT.
C19 #3 TIES 0 8" O.C.
SEE ,ARCH. DWGS FOR ACTUAL DIMENSIONS AT CURVES
30"
6 #6 VERT.
C2Q #3 TIES a
a" O.C.
SEE ARCH. DWGS FOR ACTUAL DIMENSIONS AT CURVES
;OLUPANS SCHEDULE
f c = 4000 BSI -- UNLESS OTHERWISE
NOTED ON ALAN.
O 4 #7 VERT. AND
C13 C #3 TIES @ 8" O.C.
2' —Or
•
C14
6 #7 VERT. AND
• Me #3 TIES 0 Be O.C.
2' -1"
2P-0"
21-0 0
x ve, 6 #8 VERT.
C12 #3 TIES @ 12" O.C.
C15
I
CV
8 #8 VERT.
#3 TIES @
12" Q.C.
REVISION BY
1 I/29/04 PERMIT REVISION
2 4 /I9 /04 OWNER REVISION
3 618104 REVIEW
4 9/14/ 04 DWNER REVISION
5 1115104 CsENERAL REvISl01
6 2/11/ 05 GENERAL REvIS101
S 8/11/ 0
FAX: 305- 971 -4332
I E -MAIL: GFCEQGFCE.NET
CERTIFICATE OF AUTHORIZATION X9129
5 GENERAL REVISION
40 os,
1e� y
W N
y i a N
a
�J NN
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED T0; ARCHITECTURAL,
SURVEYING, .STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, Jc WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
SEAL-
x..
�xrFRESNEL E. RNANDE
FLORIDA �E 46611
4
rr j
�I
W.0�
OC
Lu a Z m N
/R w
� Q
6 co
O
DRAWN BY:
D.L - E.0 - M.M
DATE:
s /i4 /os
SCALE:
AS NOTED
SHEET NO.:
S -203
r
13392 SOUTH WEST 128 STREET
MIAMI FLORIDA 33186
PHONE: 305 - 971 -GFCE
I 0
a" O.C.
SEE ARCH. DWGS FOR ACTUAL DIMENSIONS AT CURVES
;OLUPANS SCHEDULE
f c = 4000 BSI -- UNLESS OTHERWISE
NOTED ON ALAN.
O 4 #7 VERT. AND
C13 C #3 TIES @ 8" O.C.
2' —Or
•
C14
6 #7 VERT. AND
• Me #3 TIES 0 Be O.C.
2' -1"
2P-0"
21-0 0
x ve, 6 #8 VERT.
C12 #3 TIES @ 12" O.C.
C15
I
CV
8 #8 VERT.
#3 TIES @
12" Q.C.
REVISION BY
1 I/29/04 PERMIT REVISION
2 4 /I9 /04 OWNER REVISION
3 618104 REVIEW
4 9/14/ 04 DWNER REVISION
5 1115104 CsENERAL REvISl01
6 2/11/ 05 GENERAL REvIS101
S 8/11/ 0
FAX: 305- 971 -4332
I E -MAIL: GFCEQGFCE.NET
CERTIFICATE OF AUTHORIZATION X9129
5 GENERAL REVISION
40 os,
1e� y
W N
y i a N
a
�J NN
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED T0; ARCHITECTURAL,
SURVEYING, .STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, Jc WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
SEAL-
x..
�xrFRESNEL E. RNANDE
FLORIDA �E 46611
4
rr j
�I
W.0�
OC
Lu a Z m N
/R w
� Q
6 co
O
DRAWN BY:
D.L - E.0 - M.M
DATE:
s /i4 /os
SCALE:
AS NOTED
SHEET NO.:
S -203
r
13392 SOUTH WEST 128 STREET
MIAMI FLORIDA 33186
PHONE: 305 - 971 -GFCE
I 0
SEE ARCH. DWGS FOR ACTUAL DIMENSIONS AT CURVES
;OLUPANS SCHEDULE
f c = 4000 BSI -- UNLESS OTHERWISE
NOTED ON ALAN.
O 4 #7 VERT. AND
C13 C #3 TIES @ 8" O.C.
2' —Or
•
C14
6 #7 VERT. AND
• Me #3 TIES 0 Be O.C.
2' -1"
2P-0"
21-0 0
x ve, 6 #8 VERT.
C12 #3 TIES @ 12" O.C.
C15
I
CV
8 #8 VERT.
#3 TIES @
12" Q.C.
REVISION BY
1 I/29/04 PERMIT REVISION
2 4 /I9 /04 OWNER REVISION
3 618104 REVIEW
4 9/14/ 04 DWNER REVISION
5 1115104 CsENERAL REvISl01
6 2/11/ 05 GENERAL REvIS101
S 8/11/ 0
FAX: 305- 971 -4332
I E -MAIL: GFCEQGFCE.NET
CERTIFICATE OF AUTHORIZATION X9129
5 GENERAL REVISION
40 os,
1e� y
W N
y i a N
a
�J NN
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED T0; ARCHITECTURAL,
SURVEYING, .STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, Jc WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
SEAL-
x..
�xrFRESNEL E. RNANDE
FLORIDA �E 46611
4
rr j
�I
W.0�
OC
Lu a Z m N
/R w
� Q
6 co
O
DRAWN BY:
D.L - E.0 - M.M
DATE:
s /i4 /os
SCALE:
AS NOTED
SHEET NO.:
S -203
r
13392 SOUTH WEST 128 STREET
MIAMI FLORIDA 33186
PHONE: 305 - 971 -GFCE
I 0
12" Q.C.
REVISION BY
1 I/29/04 PERMIT REVISION
2 4 /I9 /04 OWNER REVISION
3 618104 REVIEW
4 9/14/ 04 DWNER REVISION
5 1115104 CsENERAL REvISl01
6 2/11/ 05 GENERAL REvIS101
S 8/11/ 0
FAX: 305- 971 -4332
I E -MAIL: GFCEQGFCE.NET
CERTIFICATE OF AUTHORIZATION X9129
5 GENERAL REVISION
40 os,
1e� y
W N
y i a N
a
�J NN
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED T0; ARCHITECTURAL,
SURVEYING, .STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, Jc WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
SEAL-
x..
�xrFRESNEL E. RNANDE
FLORIDA �E 46611
4
rr j
�I
W.0�
OC
Lu a Z m N
/R w
� Q
6 co
O
DRAWN BY:
D.L - E.0 - M.M
DATE:
s /i4 /os
SCALE:
AS NOTED
SHEET NO.:
S -203
r
13392 SOUTH WEST 128 STREET
MIAMI FLORIDA 33186
PHONE: 305 - 971 -GFCE
I 0
O
DRAWN BY:
D.L - E.0 - M.M
DATE:
s /i4 /os
SCALE:
AS NOTED
SHEET NO.:
S -203
r
13392 SOUTH WEST 128 STREET
MIAMI FLORIDA 33186
PHONE: 305 - 971 -GFCE
I 0
S -203
r
13392 SOUTH WEST 128 STREET
MIAMI FLORIDA 33186
PHONE: 305 - 971 -GFCE
I 0