12-86 70F7-0542,_0»
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2 1 3
3 #5 CONT.
� #4 @ 24 'O.C.
#5 @ 48 "O.C.
VERT. REINF.
ADD'L. TOP REINF.
SEE PLAN.
SLAB REINF.NOT SHOWN
FOR CLARITY.
a d 3RD.FLR.
P.C. JOIST(SKEWED)
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
CONC. BM.
BEYOND.
CONC. COL.
BEYOND.
1/C -A501
r-2� SECTION
S5.18 SCALE:3 /4 " =1' -0"
ADD'L. TOP REINF.
SEE PLAN.
SLAB REINF.NOT SHOWN
FOR CLARITY.
d ° d a 2ND.FLR.
a d, d
El
P.C. JOIST
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
CONC. BM.
BEYOND.
_ CONC. COL.
BEYOND.
1/C -A501
K"T SECTION
�11SCALE:3 /4 " =1' -0"
18.6
+
T.O.BM.
d
a
CONC. BM. FOR
REINF. AND SIZE °
SEE SCHED.
d
°
8" MASONRY
WALL.
T.O.BM. (BEYOND)
CONC. BM.
BEYOND.
CONC. COL. I)
BEYOND.
I ° ° d
d °
° d d
d °
d
°
a
d /
° ( a
PROVIDE DOUBLE P.C. JTS.
° d d ° UNDER 8" MASONRY WALL.
SOFFIT BM.
° SEE PLAN.
d
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
3 /C -A501
r6-" SECTION
S5.18 SCALE:3 /4 " =1' -0"
1 2 1 3
+48' -0"
ROOF
+65' -0"
Y ROOF (H.P.)
#4 @12" O.C.
BOTT. REINF.
#4 @18" O.C.
TEMP. REINF.
#4 @12" O.C.
ADD'L TOP RE
/-6, +57' -0"
T.O. BM. (L.P.)
No
L,
CONC. CURB
(2ND. POUR)
W/2 #5 CONT.
4 I 5
18.6 8" MASONRY
WALL.
ADD'L. TOP REINF.
SEE PLAN.
8"
SEE 2ND. FLR. NOTES
FOR SLAB REINF.
a M
d °
d
d
A a
d (�
d d
d
a d
d
P.C. JOIST
SEE PLAN.
d a
SOFFIT BM.
° SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
CONC. COL.
BEYOND.
1/C -A502
7 SECTION
S5.18 SCALE:3 /4 " =1' -0"
6 I 7
•
10 1 11 12 13 14 15 16 17 18 S�MON
. CONC. BM.
BEYOND. ON PROPERTY
4' -0"
4 @12" O.C.
# M GROUP
2' -0" BOTT. REINF.
° #4@18" O.C. 18'6 8" x8" CONC.CAP 18.6 NATIONAL CITY CENTER P.O. BOX 7033
TEMP. REINF. 8„ W/2 #5 CONT. INDIANAPOLIS, IN 46207
(317) 636 -1600
a °
d ° � d
CONC. COL.
BEYOND. BEYOND. COL. THE
N
d 8" MASONRY 8" 8" MASONRY L
° WALL. WALL. COMRAS
o #5 @ 48" O.C. ADD'L. TOP REINF. ��1�
i VERT. REINF. SEE PLAN.
1111 Lincoln Road Mall
ADD'L. TOP REINF. SLAB REINF.NOT SHOWN
SEE PLAN. SEE SECT. 1 /S5 Suite 510
FOR CLARITY. Miami Beach, FL. 33139
SEE 2ND. FLR. NOTES SEE 2ND. FLR. NOTES (305) 532-0433
FOR SLAB REINF. FOR SLAB REINF.
+16' —Y' � � +32 -0"
2ND. FLR. 3RD.FLR.
F. OF SLAB CONC. BM. FOR
DND. REINF. AND SIZE d °
SEE SCHED. _I ° a
� d
d
CONC. BM. °
C. COL. BEYOND. d ° d <
d °
AND. dd
d ° Q
CENTER OF COL. ° d P.C. JOIST CENTER OF COL ° P.C. JOIST
AND BEAM. ° 0 SEE PLAN. AND BEAM. SEE PLAN.
a ° SOFFIT BM. ° ° ° SOFFIT BM.
SEE PLAN. ° SEE PLAN. ; , , , ,
d
,
CONC. BM. FOR CONC. BM. FOR '
REINF. AND SIZE REINF. AND SIZE
IC. BM. SEE SCHED. SEE SCHED.
OND. 3 /C -A501 3 /C -A501 I o
4 SECTION 5 SECTION w
S5.18 SCALE:3 /4 " =1' -0" S5.18 SCALE:3 /4 "=1' -0"
1 /C -A501
r3--� SECTION
S5.18 SCALE:3 /4 ° =1' -0"
18.6
'—A!'
ADD'L. TOP REINF.
SEE PLAN.
CONC. COL.
BEYOND. SLAB REINF.NOT SHOWN
8 7MASONRY FOR SLAB CLARITY
REINF.OTES
WALL.
SEE SECT. 1/S5.01
+32' -0"
NV 3RD. FLR. °
° a ° d d d
° a
d
a
d d
d a 44
°d
P.C. JOIST
d SEE PLAN.
° SOFFIT BM.
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
1 /C -A502
(`-8- SECTION
S5.18 SCALE:3 /4 " =1' -0"
9 I 10 I it I 12
CONC.CAP
BEYOND.
CONC. COL
BEYOND.
+46'-
CONC. BM.
REINF. AND
SEE SCHED
13
L
H
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i
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F
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D
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,
B
j
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„
2 1 3
3 #5 CONT.
� #4 @ 24 'O.C.
#5 @ 48 "O.C.
VERT. REINF.
ADD'L. TOP REINF.
SEE PLAN.
SLAB REINF.NOT SHOWN
FOR CLARITY.
a d 3RD.FLR.
P.C. JOIST(SKEWED)
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
CONC. BM.
BEYOND.
CONC. COL.
BEYOND.
1/C -A501
r-2� SECTION
S5.18 SCALE:3 /4 " =1' -0"
ADD'L. TOP REINF.
SEE PLAN.
SLAB REINF.NOT SHOWN
FOR CLARITY.
d ° d a 2ND.FLR.
a d, d
El
P.C. JOIST
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
CONC. BM.
BEYOND.
_ CONC. COL.
BEYOND.
1/C -A501
K"T SECTION
�11SCALE:3 /4 " =1' -0"
18.6
+
T.O.BM.
d
a
CONC. BM. FOR
REINF. AND SIZE °
SEE SCHED.
d
°
8" MASONRY
WALL.
T.O.BM. (BEYOND)
CONC. BM.
BEYOND.
CONC. COL. I)
BEYOND.
I ° ° d
d °
° d d
d °
d
°
a
d /
° ( a
PROVIDE DOUBLE P.C. JTS.
° d d ° UNDER 8" MASONRY WALL.
SOFFIT BM.
° SEE PLAN.
d
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
3 /C -A501
r6-" SECTION
S5.18 SCALE:3 /4 " =1' -0"
1 2 1 3
+48' -0"
ROOF
+65' -0"
Y ROOF (H.P.)
#4 @12" O.C.
BOTT. REINF.
#4 @18" O.C.
TEMP. REINF.
#4 @12" O.C.
ADD'L TOP RE
/-6, +57' -0"
T.O. BM. (L.P.)
No
L,
CONC. CURB
(2ND. POUR)
W/2 #5 CONT.
4 I 5
18.6 8" MASONRY
WALL.
ADD'L. TOP REINF.
SEE PLAN.
8"
SEE 2ND. FLR. NOTES
FOR SLAB REINF.
a M
d °
d
d
A a
d (�
d d
d
a d
d
P.C. JOIST
SEE PLAN.
d a
SOFFIT BM.
° SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
CONC. COL.
BEYOND.
1/C -A502
7 SECTION
S5.18 SCALE:3 /4 " =1' -0"
6 I 7
•
10 1 11 12 13 14 15 16 17 18 S�MON
. CONC. BM.
BEYOND. ON PROPERTY
4' -0"
4 @12" O.C.
# M GROUP
2' -0" BOTT. REINF.
° #4@18" O.C. 18'6 8" x8" CONC.CAP 18.6 NATIONAL CITY CENTER P.O. BOX 7033
TEMP. REINF. 8„ W/2 #5 CONT. INDIANAPOLIS, IN 46207
(317) 636 -1600
a °
d ° � d
CONC. COL.
BEYOND. BEYOND. COL. THE
N
d 8" MASONRY 8" 8" MASONRY L
° WALL. WALL. COMRAS
o #5 @ 48" O.C. ADD'L. TOP REINF. ��1�
i VERT. REINF. SEE PLAN.
1111 Lincoln Road Mall
ADD'L. TOP REINF. SLAB REINF.NOT SHOWN
SEE PLAN. SEE SECT. 1 /S5 Suite 510
FOR CLARITY. Miami Beach, FL. 33139
SEE 2ND. FLR. NOTES SEE 2ND. FLR. NOTES (305) 532-0433
FOR SLAB REINF. FOR SLAB REINF.
+16' —Y' � � +32 -0"
2ND. FLR. 3RD.FLR.
F. OF SLAB CONC. BM. FOR
DND. REINF. AND SIZE d °
SEE SCHED. _I ° a
� d
d
CONC. BM. °
C. COL. BEYOND. d ° d <
d °
AND. dd
d ° Q
CENTER OF COL. ° d P.C. JOIST CENTER OF COL ° P.C. JOIST
AND BEAM. ° 0 SEE PLAN. AND BEAM. SEE PLAN.
a ° SOFFIT BM. ° ° ° SOFFIT BM.
SEE PLAN. ° SEE PLAN. ; , , , ,
d
,
CONC. BM. FOR CONC. BM. FOR '
REINF. AND SIZE REINF. AND SIZE
IC. BM. SEE SCHED. SEE SCHED.
OND. 3 /C -A501 3 /C -A501 I o
4 SECTION 5 SECTION w
S5.18 SCALE:3 /4 " =1' -0" S5.18 SCALE:3 /4 "=1' -0"
1 /C -A501
r3--� SECTION
S5.18 SCALE:3 /4 ° =1' -0"
18.6
'—A!'
ADD'L. TOP REINF.
SEE PLAN.
CONC. COL.
BEYOND. SLAB REINF.NOT SHOWN
8 7MASONRY FOR SLAB CLARITY
REINF.OTES
WALL.
SEE SECT. 1/S5.01
+32' -0"
NV 3RD. FLR. °
° a ° d d d
° a
d
a
d d
d a 44
°d
P.C. JOIST
d SEE PLAN.
° SOFFIT BM.
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
1 /C -A502
(`-8- SECTION
S5.18 SCALE:3 /4 " =1' -0"
9 I 10 I it I 12
CONC.CAP
BEYOND.
CONC. COL
BEYOND.
+46'-
CONC. BM.
REINF. AND
SEE SCHED
13
0
VERT. REINF.
I
SLAB REINF.NOT SHOWN
FOR CLARITY.
SEE 2ND. FLR. NOTES
FOR SLAB REINF.
+48' -0"
d d d ° ROOF
a a dd d
CV
1/C -A502
K'�'9 SECTION
S5.18 SCALE:3 /4 " =1' -0"
14
15
P.C. JOIST —�
SEE PLAN.
ADD'L. TOP REINF.
SEE PLAN.
CONC. BM.
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
CONC. COL.
BEYOND.
16 I 17 I 18
ARCHPfEMM • ENGINEERING
PLANNING - IN'TMOR DESIGN
5960 S.W. 57TH AVE.
MIAMI, FLORIDA
33143
(305) 666 -5474
E FAX (305) 666 -4994
A.A.C. 000404
EUGENIO M. SANTIAGO, P.E.
EGISTERED ENGINEER (CIVIL /STRUCT.
FL. REG. NO. 19673
o ISSUE DATE
.o
. ifJ
_ cv
c _ o� REVISION DATE
8 07 -9 -� PRICING DOC.
'o
:z
- U
- w
CADD FILE NAME
S518 -RT
DRAWING TITLE
SECTIONS AND DETAILS
SHEET NUMBER
A
55.18
OF
PLOT DATE: 01/17/96
H
o
rn
5'x8" CONC.CAP
W/2 #5 CONT.
+51' -0"
° T.O.PARAPET
Gd
#5 @ 48" O.C.
0
VERT. REINF.
I
SLAB REINF.NOT SHOWN
FOR CLARITY.
SEE 2ND. FLR. NOTES
FOR SLAB REINF.
+48' -0"
d d d ° ROOF
a a dd d
CV
1/C -A502
K'�'9 SECTION
S5.18 SCALE:3 /4 " =1' -0"
14
15
P.C. JOIST —�
SEE PLAN.
ADD'L. TOP REINF.
SEE PLAN.
CONC. BM.
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
CONC. COL.
BEYOND.
16 I 17 I 18
ARCHPfEMM • ENGINEERING
PLANNING - IN'TMOR DESIGN
5960 S.W. 57TH AVE.
MIAMI, FLORIDA
33143
(305) 666 -5474
E FAX (305) 666 -4994
A.A.C. 000404
EUGENIO M. SANTIAGO, P.E.
EGISTERED ENGINEER (CIVIL /STRUCT.
FL. REG. NO. 19673
o ISSUE DATE
.o
. ifJ
_ cv
c _ o� REVISION DATE
8 07 -9 -� PRICING DOC.
'o
:z
- U
- w
CADD FILE NAME
S518 -RT
DRAWING TITLE
SECTIONS AND DETAILS
SHEET NUMBER
A
55.18
OF
PLOT DATE: 01/17/96