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1' -4"
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3 #5
3 #5
00
ME
0
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W/ 2 #5 CONT.
8" CMU WALL
/-6k +32' -0"
ADD'L TOP REINF.
SEE PLAN.
CONC. BEAM,
FOR REINF.
AND SIZE, SEE BM.
SCHED.
3 4 5 6 7 8 9 10 ll 12 13 14 15 16 17 18
8"X8" CONC. CAP
W/ 2 #5 CONT.
8" CMU WALL
ADD'L TOP REINF.
SEE PLAN.
8" CONC. COL.
1#5 CONT.
16" P.C. JTS.
- SOFFIT BEAM,FOR REINF.
AND SIZE, SEE BM, SCHED.
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BEYOND
2/BA5.02
i� SECTION
53 SCALE:3 /4 "=1' -0"
Z
o_
w
w
B
+42' -0"
ri"
ADD'L TOP REINF.
SEE PLAN.
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SEE PLAN.
SCALE:3 /4 " =1' -0"
SLAB REINF.
BEAM BEYOND
20 19.8
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1' -0"
+32' -0"
CONC. BEAM
Imp
° ° ° v
BEYOND.
° v ' ° ° ° ' d v
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CONC. COL.
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W/ 2 #5 CONT.
8" CMU WALL
/-6k +32' -0"
ADD'L TOP REINF.
SEE PLAN.
CONC. BEAM,
FOR REINF.
AND SIZE, SEE BM.
SCHED.
3 4 5 6 7 8 9 10 ll 12 13 14 15 16 17 18
8"X8" CONC. CAP
W/ 2 #5 CONT.
8" CMU WALL
ADD'L TOP REINF.
SEE PLAN.
8" CONC. COL.
1#5 CONT.
16" P.C. JTS.
- SOFFIT BEAM,FOR REINF.
AND SIZE, SEE BM, SCHED.
8" WIDE COL.
BEYOND
2/BA5.02
i� SECTION
53 SCALE:3 /4 "=1' -0"
Z
o_
w
w
B
2/BA5.05
2 SECTION
5.03 SCALE:3 /4 " =1' -0"
20 19.8 4" 19
CAL 1' -0" 10' — N.T.S.
#3 ®6" CLOSED TIE.
ADD'L TOP REINF. 0.47 L CONC. COL.
SEE PLAN. BEYOND
6' THK SLAB 8" CMU WALL
FOR REINF. ADD'L TOP REINF.
SEE PLAN SEE PLAN. --\
+16' -0"
11 i
II I
II i I
L J L
CONC. BEAM,
BEYOND i i i P.C. JTS.
SEE PLAN iiir
CONC. BEAM, —/
FOR REINF.
CONC. BEAM AND SIZE, SEE BIV.
BEYOND. SCHED.
ADD. REINF.
3 #5
('T SECTION
5.03 SCALE:3 /4 " =1' -0"
19
r
6" 8' 4' -0" N.T.S.
COL. COL.
CONN. D SIGNE AN
DETAILED BY P.C. PANEL
MANUF.
SLAB RE NF.NO
SHOWN FOR CLARITY.
P.C. JTS.
SEE PLAN
SOFFIT BM.
BEYOND
CONC. COL.
BEYOND
3/BA5.03
K`1-2 SECTION
5.03 SCALE:3 /4 " =1' -0"
1 2 3 4
1 /BA5.03
SECTION
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P.C. PANE'
8"X8" CO
W/ 2 #5
CONC. BE
FOR REINF.
AND SIZE, SEE BM.
SCHED.
ADD'L TOP REINF.
ri"
ADD'L TOP REINF.
SEE PLAN.
SEE PLAN.
SCALE:3 /4 " =1' -0"
SLAB REINF.
20 19.8
SEE PLANS.
8" CMU WALL
+32' -0"
1' -0"
+32' -0"
10' -4"
Imp
° ° ° v
° v ' ° ° ° ' d v
e
° e d
+35' -6"
CONC. BEAM,
Id v
Al v °
CONC. COL.
FOR REINF.
ov
CONC. BEAM,
vd
AND SIZE, SEE BM.
°°
FOR REINF. _
BEYOND
SCHED.
x
d
AND SIZE, SEE BM.
ISSUE, DATE
e
SCHED.
2 #5
0
°°
3 #5 CONT.EQ. SP.
P.C. JTS.SEE PLAN
2 #5
P.C. JTS.SEE PLAN
CENTERED
SOFFIT BEAM,FOR REINF.
SOFFIT BEAM,FOR REINF.
AND SIZE, SEE BM, SCHED.
#5 ®12"
AND SIZE, SEE BM, SCHED.
08-07-96
" 8" PORTION
8" WIDE COL.
DETAILED BY P.C.
W/ 2 #5 CONT.
OF CONC. UNDER WALL
BEYOND
8"X4' -0"
ONLY.
CURVED BEAM
2/BA5.05
2 SECTION
5.03 SCALE:3 /4 " =1' -0"
20 19.8 4" 19
CAL 1' -0" 10' — N.T.S.
#3 ®6" CLOSED TIE.
ADD'L TOP REINF. 0.47 L CONC. COL.
SEE PLAN. BEYOND
6' THK SLAB 8" CMU WALL
FOR REINF. ADD'L TOP REINF.
SEE PLAN SEE PLAN. --\
+16' -0"
11 i
II I
II i I
L J L
CONC. BEAM,
BEYOND i i i P.C. JTS.
SEE PLAN iiir
CONC. BEAM, —/
FOR REINF.
CONC. BEAM AND SIZE, SEE BIV.
BEYOND. SCHED.
ADD. REINF.
3 #5
('T SECTION
5.03 SCALE:3 /4 " =1' -0"
19
r
6" 8' 4' -0" N.T.S.
COL. COL.
CONN. D SIGNE AN
DETAILED BY P.C. PANEL
MANUF.
SLAB RE NF.NO
SHOWN FOR CLARITY.
P.C. JTS.
SEE PLAN
SOFFIT BM.
BEYOND
CONC. COL.
BEYOND
3/BA5.03
K`1-2 SECTION
5.03 SCALE:3 /4 " =1' -0"
1 2 3 4
1 /BA5.03
SECTION
".03 SCALE:3 /4 " =1' -0"
P.C. PANE'
8"X8" CO
W/ 2 #5
CONC. BE
FOR REINF.
AND SIZE, SEE BM.
SCHED.
•0"(N.T.S) y
ONN. DESI NED AND
D BY P.C. PANEL
ETAIL
ANU .
3/BA5.03
ri-3'
SECTION
5.03 SCALE:3 /4 " =1' -0"
Z
CONC. BM
BEYOND
48' -0"
7
0
1 /BA5.03
s SECTION
5.03 SCALE-.3/4"=1'-0"
19
4P.C.
PANEL
"
1 �" ADD'L TOP REINF.
SEE PLAN.
SLAB REINF.NOT
SHOWN FOR CLARITY.
+62' -0"
d v
° 9 d
a
e 4 e
°
v
d v
CONC. COL.
BEYOND
CONC. BEAM,
FOR REINF.
AND SIZE, SEE BM.
SCHED.
3/BA5.03
(`1-4 SECTION
5.03 SCALE:3 /4 " =1' -0"
8 9
19
1 /BA5.03
rq-" SECTION
5.03 SCALE:3 /4 " =1' -0"
11
1 /AA5.06
4 SECTION
5.03 SCALE:3 /4 " =1' -0"
CONN. DESIGNED AND
DETAILED BY P.C. PANEL
MANUF.
+42' -0"
CONC. BEAM,
FOR REINF.
AND SIZE, SEE BM.
SCHED.
CONC. COL.
BEYOND
12
8' CMU WALL 1
BM LIPS
BEYOND.
d°
e
CURVED 8"
WIDE BEAM
d a
°
14
o
2 #5
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6 v
w
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2 #5
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VARIES _ 8"
5 SECTION
5.03 SCALE:3 /4 " =1' -0"
CONN. DESIGNED AND 8" CMU WALL
DETAILED BY P.C. PANEL #3 (-1 BARS
MANUF. @ 24' O.C.
W/2 #5 CONT.
P.C. s"
PANEL I ADD'L TOP REINF
Uj SEE PLAN
+42' —Y' +16' -0"
e
d
e
v
v °
CONC. BEAM, a
FOR REINF. °
AND SIZE, SEE BM.
SCHED. P.C. JTS.
® ° SEE PLAN
°
CONC. COL. ° 4 < CONC. BEAM,
BEYOND FOR REINF.
AND SIZE, SEE BM.
° SCHED.
1/BA5.03
(`-1-o SECTION
5.03 SCALE:3 /4 " =1' -0"
13
t
15
3/BA5.03
(`-11 SECTION
5.03 SCALE:3 /4 " =1r4"
17
v
6" THK SLAB
FOR REINF.
SEE PLAN
/-6, +42' -0" T
G�''�OLTP
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -1600
SHE
CCOMRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532-0433
K
CONC. BEAM
BEYOND
BM DROPS
EXTERIOR BEYOND
,
I �
w
2 #5
CONT.
H o
SEE PLAN AND in
NOTES FOR
SLAB REINF.
v e
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CONC. COL.
BEYOND
F
MO)I l l:l IL's;
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r\ \ I
I V401 1 ZN i J11 2
AR=C = •RNGINMMG
PLANMNG- INTERIOR D=GN
ri"
SECTION
MIAMI, FLORIDA
5.03
SCALE:3 /4 " =1' -0"
20 19.8
19
FAX (305) 666 -4994
1' -0"
10' -4"
EUGENIO M. SANTIAGO, P.E.
EGISTERED ENGINEER (CIVIL /STRUCT.
+35' -6"
FL. REG. NO. 19673
CONC. COL.
°
BEYOND
P.C. PANEL
ISSUE, DATE
0
CONN. DESIGNED ,
8" X8" CONC. CAP
c
REVISION DATE
08-07-96
DETAILED BY P.C.
W/ 2 #5 CONT.
PRICING DOC.
-o
MANUF.
- 1--
- U
47
.w
.o
.Q
ADD'L TOP REINF.
CADD FILE NAME
SEE PLAN.
+32' -0"
DRAWING TITLE
SECTIONS AND DETAILS
SHEET NUMBER
A
Imp
I' a=
°
°
°
I
e1°
I I
I
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CONC. BEAM,
P.C. JTS.
BEYOND
I
I
SEE PLAN
iiiii
I
CONC. BEAM,
P.C.
I
I
FOR REINF.
PANE
AND SIZE, SEE BIV.
I
I
SCHED.
n —
—A
•0"(N.T.S) y
ONN. DESI NED AND
D BY P.C. PANEL
ETAIL
ANU .
3/BA5.03
ri-3'
SECTION
5.03 SCALE:3 /4 " =1' -0"
Z
CONC. BM
BEYOND
48' -0"
7
0
1 /BA5.03
s SECTION
5.03 SCALE-.3/4"=1'-0"
19
4P.C.
PANEL
"
1 �" ADD'L TOP REINF.
SEE PLAN.
SLAB REINF.NOT
SHOWN FOR CLARITY.
+62' -0"
d v
° 9 d
a
e 4 e
°
v
d v
CONC. COL.
BEYOND
CONC. BEAM,
FOR REINF.
AND SIZE, SEE BM.
SCHED.
3/BA5.03
(`1-4 SECTION
5.03 SCALE:3 /4 " =1' -0"
8 9
19
1 /BA5.03
rq-" SECTION
5.03 SCALE:3 /4 " =1' -0"
11
1 /AA5.06
4 SECTION
5.03 SCALE:3 /4 " =1' -0"
CONN. DESIGNED AND
DETAILED BY P.C. PANEL
MANUF.
+42' -0"
CONC. BEAM,
FOR REINF.
AND SIZE, SEE BM.
SCHED.
CONC. COL.
BEYOND
12
8' CMU WALL 1
BM LIPS
BEYOND.
d°
e
CURVED 8"
WIDE BEAM
d a
°
14
o
2 #5
V) °
6 v
w
°°
2 #5
°d
VARIES _ 8"
5 SECTION
5.03 SCALE:3 /4 " =1' -0"
CONN. DESIGNED AND 8" CMU WALL
DETAILED BY P.C. PANEL #3 (-1 BARS
MANUF. @ 24' O.C.
W/2 #5 CONT.
P.C. s"
PANEL I ADD'L TOP REINF
Uj SEE PLAN
+42' —Y' +16' -0"
e
d
e
v
v °
CONC. BEAM, a
FOR REINF. °
AND SIZE, SEE BM.
SCHED. P.C. JTS.
® ° SEE PLAN
°
CONC. COL. ° 4 < CONC. BEAM,
BEYOND FOR REINF.
AND SIZE, SEE BM.
° SCHED.
1/BA5.03
(`-1-o SECTION
5.03 SCALE:3 /4 " =1' -0"
13
t
15
3/BA5.03
(`-11 SECTION
5.03 SCALE:3 /4 " =1r4"
17
v
6" THK SLAB
FOR REINF.
SEE PLAN
/-6, +42' -0" T
G�''�OLTP
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -1600
SHE
CCOMRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532-0433
K
CONC. BEAM
BEYOND
BM DROPS
EXTERIOR BEYOND
,
I �
w
2 #5
CONT.
H o
SEE PLAN AND in
NOTES FOR
SLAB REINF.
v e
G
CONC. COL.
BEYOND
F
MO)I l l:l IL's;
�\ I \:•� I� I:/
r\ \ I
I V401 1 ZN i J11 2
AR=C = •RNGINMMG
PLANMNG- INTERIOR D=GN
55.03A
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
ISSUE, DATE
0
Cq
c
REVISION DATE
08-07-96
PRICING DOC.
-o
-z
- 1--
- U
.w
.o
.Q
CADD FILE NAME
S503A —RT
DRAWING TITLE
SECTIONS AND DETAILS
SHEET NUMBER
A
55.03A