12-86 4OF7-060H P.C. JOIST
CD SEE PLAN.
CONC. BM. FOR
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SEE SCHED.
CONC. BM.
BEYOND.
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4 I 5 I 6 I 7 I 8
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00
i
CDB2 16"X28"
16"X24!'
W/2 #8 TOP & BOT.
& #3 @11 CLOSED TIES.
SEE SCHED.
8" CAP
W/2 #5 :CO T. PARAPET DBL 8" C
2 #5 CONT. PC)
W /(] SHAPED
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+16' -0" U-)
2ND.FLR.
2 #5 0
d
2 #5 M
a
1 #8 a
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ARCHED PORTION 127
W/2 #5 DIAGONALS
1 E.SIDE
SEE A \S5.18
1 /C -A502
7� SECTION
S5.181 SCALE:1 /2 " =1' -0"
GROUT FILLED CELLS
— W/1 #5 @48" O.C.
ADD'L. TOP REINF.
SEE PLAN.
,aM"w=w1md Mw
— SEE PLAN. \_SOFFIT BM.
TIES 2 #4 @9 "O.C. SEE PLAN.
1 #5
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T�
BOTf. OF SLAB
CONC. COL.
BEYOND.
CONC. BM.
BEYOND.
9 I 10 I 11
1 /C -A501
SECTION
SCALE:3 /4 " =1' -0"
CONC. COL.
BEYOND.
8" MASONRY
WALL.
+32' -0"
MVIM910
1/C -A502
SECTION
SCALE:1 /2 " =1' -0"
I 1 \\JVIVL_ LJ L/V IJ L-L- I .V. VIJ.
UNDER 8" MASONRY WALL. REVEAL. (SEE SECTION)
BSOFFIT BM. 6" "9= AMONT OF REINF. (SEE SECTION)
d
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CONC. BM. FOR
REINF. AND SIZE �-
SEE SCHED.
ITYP. BM. ELEV. SHOWING ADD. ARCHED PORTION REI
3 /C -A501 K*'—A DETAIL
S5.18 SCALE:1 /2 " =1' -0"
A K`-6�SECTION
S5.18 SCALE:3 /4 " =1' -0"
1 2 1 3
COMPRESSION CONC. BEAM.
(16 "X24 ")
W/2 #8 TOP & BOT.
& #3 @11" CLOSED TIES.
CDB2
BEYOND.
ADD'L. TOP REINF.
1
PLAN.
SLAB
2
FOR
3
SEE
M10
FOR
...
IV
+ 16' -0"
8 "MASONRY
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d
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ALL.
#3 @8" O.C.
BEYOND.
N
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37
8" 1' -0"
8" 8"
ADD'L. TOP REINF.
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L
8" MASONRY 8„
8" 1,44-
WALL.
#3@ 12" O.C.
SLAB REINF.NOT SHOWI
ri -2
#5 @ 48 "O.C.
FOR CLARITY.
ADD'L. TOP REINF.
3 #8
16
d
SEE PLAN.
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18 _
SLAB REINF.NOT SHOWN SEE SECT.
o
FOR CLARITY.
3 #5
SEE 2ND. FLR. NOTES
1 #5
d
° d
FOR SLAB REINF.
FOR SLAB REINF.
-I
°
d
+32 -0" 1#5— a
°
d
d
N
2 #5
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d
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r
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1' -4"
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TI ES.
1 -A501
P.C. JOIST
2
SECTION
P.C. JOIST
SEE PLAN.
AND BEAM. d
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/4 " =1' -0"
°
4
SOFFIT BM.
SEE PLAN.
3 #8
I
SEE PLAN.
CONC. BM. FOR
ADD'L. TOP REINF.
REINF. AND SIZE
SEE PLAN.
SEE SCHED.
8"
8"
SLAB REINF.NOT SHOWN
3 /C -A501
(`-4 SECTION
FOR CLARITY.
ff, -
-a
2ND.FLR.
S5.18 SCALE:3 /4 " =1' -0"
H P.C. JOIST
CD SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
CONC. BM.
BEYOND.
CONC. COL.
G BEYOND.
1 /C -A501
1 SECTION
S5.18 SCALE:3 /4 " =1' -0"
F I 1' —Ato
+
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I�
R]
C
+ ,— It
T.O.BM. (BEYOND)
+48' -0"
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4 I 5 I 6 I 7 I 8
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00
i
CDB2 16"X28"
16"X24!'
W/2 #8 TOP & BOT.
& #3 @11 CLOSED TIES.
SEE SCHED.
8" CAP
W/2 #5 :CO T. PARAPET DBL 8" C
2 #5 CONT. PC)
W /(] SHAPED
#3 @24'O.C. N
+16' -0" U-)
2ND.FLR.
2 #5 0
d
2 #5 M
a
1 #8 a
N 4
ARCHED PORTION 127
W/2 #5 DIAGONALS
1 E.SIDE
SEE A \S5.18
1 /C -A502
7� SECTION
S5.181 SCALE:1 /2 " =1' -0"
GROUT FILLED CELLS
— W/1 #5 @48" O.C.
ADD'L. TOP REINF.
SEE PLAN.
,aM"w=w1md Mw
— SEE PLAN. \_SOFFIT BM.
TIES 2 #4 @9 "O.C. SEE PLAN.
1 #5
\-2 #8
T�
BOTf. OF SLAB
CONC. COL.
BEYOND.
CONC. BM.
BEYOND.
9 I 10 I 11
1 /C -A501
SECTION
SCALE:3 /4 " =1' -0"
CONC. COL.
BEYOND.
8" MASONRY
WALL.
+32' -0"
MVIM910
1/C -A502
SECTION
SCALE:1 /2 " =1' -0"
I 1 \\JVIVL_ LJ L/V IJ L-L- I .V. VIJ.
UNDER 8" MASONRY WALL. REVEAL. (SEE SECTION)
BSOFFIT BM. 6" "9= AMONT OF REINF. (SEE SECTION)
d
° SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE �-
SEE SCHED.
ITYP. BM. ELEV. SHOWING ADD. ARCHED PORTION REI
3 /C -A501 K*'—A DETAIL
S5.18 SCALE:1 /2 " =1' -0"
A K`-6�SECTION
S5.18 SCALE:3 /4 " =1' -0"
1 2 1 3
COMPRESSION CONC. BEAM.
(16 "X24 ")
W/2 #8 TOP & BOT.
& #3 @11" CLOSED TIES.
CDB2
BEYOND.
ADD'L. TOP REINF.
SEE
PLAN.
SLAB
REINF.NOT SHOWN
FOR
CLARITY.
SEE
2ND. FLR. NOTES
FOR
SLAB REINF.
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
10
0
i
CENTER OF COL.
AND BEAM.
CONC.CAP
BEYOND.
CONC. COL.
BEYOND.
S5.01
+46' -0"
CONC. BM. FOR -
REINF. AND SIZE
SEE SCHED.
191
12
1 /C -A502
12
_ 8" x8" CONC.CAP
W/2 #5 CONT.
+51' -0"
T.O.PARAPET
#5 @ 48" O.C.
VERT. REINF.
SLAB REINF.NOT SHOWN
FOR CLARITY.
SEE 2ND. FLR. NOTES
FOR SLAB REINF. J4 +48' -0"
a ROOF
ADD'L TOP R INF.
SEE PLAN.
CONC. BM.
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
BEYOND OL.
SECTION
SCALE:1 /2 " =1' -0"
RADIAL REINF. TANGENTIAL REINF.
N
VARIES
T.O.SLAB.
4 1/2" SLAB.
CDB -1
CLOSED TIES o 2 #7 TOP CONT.
#3 @7 2 #7 BOTTOM CONT.
SECTION
8 SCALE:1 /2" =1' -0"
CONC.COL
BEYOND.
8 "CMU
#4 @10" ADD'L.
TOP SW. REINF.
#3 @12" O.C.
+24' -0" [TOP LW.
T.O.SLAB d
• d
2CB -7A
v 11
#3 @12" O.C.
BOT. EA. WAY.
13 I 14 I 15
3/C -A502
SECTION
SCALE:1 /2 " =1'.
13
1 14
1 15
1
16
1 17
18
18.6
+ 16' -0"
8" x8" CONC.CAP
T.O.SLAB
3 #7 °
d
W/2 #5 CONT.
a °
1#5 2CB 7
#3 @8" O.C.
CONC. COL.
N
o
®
37
BEYOND.
15
CONC. COL.
1#5
BEYOND.
.8" MASONRY
8" MASONRY 8„
8" 1,44-
WALL.
#3@ 12" O.C.
WALL.
ri -2
#5 @ 48 "O.C.
�18SCALE:1
ADD'L. TOP REINF.
VERT. REINF.
16
SEE PLAN.
-ADD'L. TOP REINF.
18 _
SLAB REINF.NOT SHOWN SEE SECT.
SEE PLAN.
FOR CLARITY.
3 #5
SEE 2ND. FLR. NOTES
SEE 2ND. FLR. NOTES
d °
°
o
FOR SLAB REINF.
FOR SLAB REINF.
-I
+32 -0" 1#5— a
°
d
°
° d
3RD.FLR.
°
d
°
2 #5
r
8„ d
d °°
2 - #4 @8" O.C.
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TIES. d d
I
°1 °d
2 #5
P.C. JOIST
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CENTER OF COL. °
P.C. JOIST
SEE PLAN.
AND BEAM. d
SEE PLAN.
SOFFIT BM.
°
4
SOFFIT BM.
SEE PLAN.
3 #8
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
1' 4" Of
3/C -A501
3 /C -A501
(`-4 SECTION
5 SECTION
S5.18 SCALE:3 /4 " =1' -0"
S5.18 SCALE:3 /4 " =1' -0"
_ 8" x8" CONC.CAP
W/2 #5 CONT.
+51' -0"
T.O.PARAPET
#5 @ 48" O.C.
VERT. REINF.
SLAB REINF.NOT SHOWN
FOR CLARITY.
SEE 2ND. FLR. NOTES
FOR SLAB REINF. J4 +48' -0"
a ROOF
ADD'L TOP R INF.
SEE PLAN.
CONC. BM.
SEE PLAN.
CONC. BM. FOR
REINF. AND SIZE
SEE SCHED.
BEYOND OL.
SECTION
SCALE:1 /2 " =1' -0"
RADIAL REINF. TANGENTIAL REINF.
N
VARIES
T.O.SLAB.
4 1/2" SLAB.
CDB -1
CLOSED TIES o 2 #7 TOP CONT.
#3 @7 2 #7 BOTTOM CONT.
SECTION
8 SCALE:1 /2" =1' -0"
CONC.COL
BEYOND.
8 "CMU
#4 @10" ADD'L.
TOP SW. REINF.
#3 @12" O.C.
+24' -0" [TOP LW.
T.O.SLAB d
• d
2CB -7A
v 11
#3 @12" O.C.
BOT. EA. WAY.
13 I 14 I 15
3/C -A502
SECTION
SCALE:1 /2 " =1'.
M GROUP
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -16011
L
SHE
COMRAS
COMPANY
111 I Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532 -0433
K
J
A
I o
a
x
E1
H o
G
[a
i "rah l�TV I_ l��
ARcHmcr RE - ENGINEERING
PLANNING- INTERIOR DESIGN
5960 S.W. 57TH AVE.
MIAMI, FLORIDA 33143
TEL (305) 666 -5474
FAX (305) 666 -4994
EAA 0002416
EB 0002354
EUGENIO M. SANTIAGO, P.E.
EGISTERED ENGINEER (CIVIL /STRUCT.
FL. REG. NO. 19673
o ISSUE DATE
.o
_ G�V
c REVISION DATE
-�
08-07-96
PRICING DOC.
12 -10 -96
'o
Z 8 02 -12 -97
. U
• w
O
-a
CADD FILE NAME
S518 —RT
DRAWING TITLE
SECTIONS AND DETAILS
SHEET NUMBER
A
55.18
OF
CONC.COL
BEYOND.
8 "C111
SEE PLAN FOR
ADD'L. TOP REINF.
+ 16' -0"
T.O.SLAB
3 #7 °
d
-
a °
1#5 2CB 7
#3 @8" O.C.
° a d .
• a
N
o
®
37
15
1#5
2 #7 -
8" 1,44-
#3@ 12" O.C.
3/C -A502
ri -2
SECTION
�18SCALE:1
/2 " =1' -0"
16
17
18 _
M GROUP
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -16011
L
SHE
COMRAS
COMPANY
111 I Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532 -0433
K
J
A
I o
a
x
E1
H o
G
[a
i "rah l�TV I_ l��
ARcHmcr RE - ENGINEERING
PLANNING- INTERIOR DESIGN
5960 S.W. 57TH AVE.
MIAMI, FLORIDA 33143
TEL (305) 666 -5474
FAX (305) 666 -4994
EAA 0002416
EB 0002354
EUGENIO M. SANTIAGO, P.E.
EGISTERED ENGINEER (CIVIL /STRUCT.
FL. REG. NO. 19673
o ISSUE DATE
.o
_ G�V
c REVISION DATE
-�
08-07-96
PRICING DOC.
12 -10 -96
'o
Z 8 02 -12 -97
. U
• w
O
-a
CADD FILE NAME
S518 —RT
DRAWING TITLE
SECTIONS AND DETAILS
SHEET NUMBER
A
55.18
OF