12-86 4OF7-0621 2 3 4 5 6 7 8 9 10 11
M '
4"
# @ 0.C.
COL. CENTER LINE # @ "O.C. BOTTOM. —
OFFSET. TEMP. REINF.
+47'-4"
L -
# @
ADD'L. TOP REINF.
X ' -0 "LG. °
0
I
K CLOSED TIES 10" 1' 6"
lo:
#3 @12"
ALTERNATE. I
3 #6 °
CD
e ° �#6
N d d
.. d
J
8" CMU.
I
#3@ 12"0. C.
1#5 CONT.
I
3 #7
` CONC. BM. FOR
REINF.AND SIZE
SEE SCHED.
CONC. BM.
BEYOND.
#3 @12"
CLOSED TIES
CONC. COL.
BEYOND.
I
d 0
211 ° d O° (fl I
2 JZ A
m I
d < 2 #7 N #3 @18" REPEAT REINF. SAME AS
CLOSED TIES SECTION 2/S5.20 (U.N.O.)
4 #9
("2A SECTION
H '
CLOSED TI S S5.20 SCALE:1 /2 " =1' -0"
#3 @18
ALTERNATE, ,_6-
#4 @12 O.C.
CONC. COL. ADD'L. TOP REWF.
BEYOND.---\1,1' -0" 6' X 6'-0" LG.
+
v
`( CONC. BM.
BEYOND.
COL. CENTER LINE
0
I
JI I° ,
II
II
+40' -2"
d °
• .
REPEAT REINF. SAME AS ° °
SECTION 2/S5.20 (U.N.O.)
8" CMU. —
+32' -0"
3RD. FLR.
iue� ■
ice■
[Ili
N
0
P.C.JOISTS
SEE PLAN
z —
+16' -0"
•
a 2ND. FLR. 1#5 CONT.
°
A
2CB -8 1 #5 CONT.
1 #5 CONT.
SOFFIT BM.
BEYOND
CONC. BM.
BEYOND
REPEAT REINF. SAME AS 5/S5.19
SECTION 3/S5.20 (U.N.O.) (`2 SECTION
S5.20 SCALER /2 "=1' -0" +
i A A A CONC. BM. ® H.P.
� +ss'—o°
CONC. BM. FOR
REINF.AND SIZE
SEE SCHED.
8 "X8' CONC. CAP
W/2 #5 CONT.
.:
#4@12" O.C.
9-
ADD'L. TOP REINF.
X 6' -0" LG.
CONC. BM. FOR
REINF.AND SIZE
SEE SCHED.
rL +
CONC. BM.® H.P.
+58' -0" 8 "X12" T. C.
BEYOND
d
#4 @18 "0.C.
TEMP. REINF.
8"MASONRY
�— jj4@1 Z 0. C.
Fri
BOTTOM.
B
e
CONC. BM. FOR
°
0
I
JI I° ,
II
II
+40' -2"
d °
• .
REPEAT REINF. SAME AS ° °
SECTION 2/S5.20 (U.N.O.)
8" CMU. —
+32' -0"
3RD. FLR.
iue� ■
ice■
[Ili
N
0
P.C.JOISTS
SEE PLAN
z —
+16' -0"
•
a 2ND. FLR. 1#5 CONT.
°
A
2CB -8 1 #5 CONT.
1 #5 CONT.
SOFFIT BM.
BEYOND
CONC. BM.
BEYOND
REPEAT REINF. SAME AS 5/S5.19
SECTION 3/S5.20 (U.N.O.) (`2 SECTION
S5.20 SCALER /2 "=1' -0" +
i A A A CONC. BM. ® H.P.
� +ss'—o°
CONC. BM. FOR
REINF.AND SIZE
SEE SCHED.
8 "X8' CONC. CAP
W/2 #5 CONT.
.:
#4@12" O.C.
9-
ADD'L. TOP REINF.
X 6' -0" LG.
CONC. BM. FOR
REINF.AND SIZE
SEE SCHED.
rL +
CONC. BM.® H.P.
+58' -0" 8 "X12" T. C.
BEYOND
d
#4 @18 "0.C.
TEMP. REINF.
8"MASONRY
2 #5 CONT.
#4 @8 "O.C.
TI ES
CONC. BM.
BEYOND
/ 8 "X12" T. C.
BEYOND
CONC. BM.
BEYOND
REPEAT NOTES SAME
AS SECTION 5/S5.19 (U.N.0.)
�— jj4@1 Z 0. C.
BOTTOM.
B
CONC. BM. FOR
REINF.AND SIZE
SEE SCHED.
CONC. LINTEL
SEE SCHED.
[�
3/C —A502
K�_� SECTION
S1.20 SCALE:1 /2 ° =1' -0"
1
2
3
2 #5 CONT.
#4 @8 "O.C.
TI ES
CONC. BM.
BEYOND
/ 8 "X12" T. C.
BEYOND
CONC. BM.
BEYOND
REPEAT NOTES SAME
AS SECTION 5/S5.19 (U.N.0.)
#3 @811
CLOSED TIES
_ 4 2#,5 2C6 8
3�8.
+96' -0"
I
Q " "
L— x x
I� W/
+89' -0"
+79' -0"
N
°
-I
2 #5 TOP
2 #5 BOTTOM
2 #5 INTERM.
0
I
N
8" CONC. WALL
vi W/ #5 @6" EA.WAY
1- CENTER.
z
0
I
12,
13 14 15 16 17 18
2' -1
1'- 4 "0'�
6"
+47' -0"
NIP T.O.PARAPET o
a, °• ° • 4
#4 @48" O.C. _ 2"
IN GROUT °
I
4 #5 CONT.
(TYP.)
FILLED CELLS I 8 "CMU
(TYP.)
TF (TYP.)
+43' -0" —�u
4A /C —A502 T.O.SLAB ° ° ° ° . $ d ° d • ° e
(�_3 SECTION
S5.20 SCALE:1 /2 " =1' -0"
CONC. BM. FOR
REINF.AND SIZE
SEE SCHED.
8" MASONRY
OPEN
SEE PLAN FOR SLAB REINF.NOT SHOWN
ADD'L. TOP REINF. FOR CLARITY.
+48' -8"
ROOF. d ° d e °
CONC. BM. FOR 4 d°
REINF.AND SIZE
SEE SCHED. P.C.JOISTS
SEE PLAN DBL. P.C.JOISTS
1A /C —A504
6 SECTION
�_20SCALE:1 /2 "=1' -0"
4 5 6 "7
8" X 12" T. C.
° e d ♦ d ° ♦ d d b
6 ° ° d ° ♦ e ° d °♦ ° e ° d d
°d d ° ° d e♦
C14 4 d DOWELS MATCH
VERT. REINF.
d
POUR BEAM 12" CONC. SLAB 16"X30" CONC. BM.
MONOLITHIC W/ #5 @8" O.C. W/3 #9 TOP
W/ WALL. TOP & BOTTOM. 3 #9 BOTTOM ,
EA. WAY. t ' 4 " oL
& #3 TIES @12 O.C.
° ° ° CONC COL. 8" MASONRY WALL (NP')
BEYOND. BEYOND.
CONC COL.
#5 @10 O.C. BEYOND.
EA.WAY, CENTERED.
2 #8 TOP
4
° e #3@12" O.C.
CV e
CLOSED TIES.
2#8 TOP
c�nrrir nrA k i
I
+32' -0"
J V F F I I D L/11VI
BEYOND.
1' 4" CONC. BM. FOR I , d °
REINF.AND SIZE ° ° .
SEE SCHED. °
s d °
d
iii��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�ii��i�iii��ii�i�i�e♦ iiii
4/C —A504
4 SECTION
S5.20 SCALE:1 /2 "=1' -0"
8 9 10 11 12 13 14
8" MASONRY
0
I
2 #7
2 #5 ° °a
2 #7 °
0
I
CONC. COL.
BEYOND.
I
I
I
I
I
I
I
I
I
I
I
04
°'
e
I
d '
I •
.e
I 4'
I
I
' e
I
CV
I I
I - -
s "--� sn
I
I
° I m
d °
4.
o
d
° I d
d °
I
I
2#5 CONT. 5 SECTION
# �.2OSCALE:1 /2 "=' -0"
SEE PLAN FOR
ADD'L. TOP REINF.
"
+32 -0
d♦
P.C.JOISTS
SEE PLAN o�
Sm
• •
tO
o
1"
7A SECTION
S5.20 SCALE:1 /2 " =1' -0"
8" MASONRY _TF E PLAN FOR
WALL BEYOND. I ADD'L. TOP REINF.
BRIDGE I BLDG. "C"
+16—0"
d_ d
T° I °
d e
II I
P.C.JOISTS
CONC. BM. FOR SEE PLAN
REINF.AND SIZE
SEE SCHED. I I di CONC. COL.
BEYOND.
1 /C —A504
7 SECTION
S1.20 SCALE:1 /2 "=1' -0"
15 16 _ 17
L
K
F
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -1600
THE
COMRAS
COMPANY
1 l 11 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532 -0433
i
'J
�1
ARCHITECIVRH • ENGIAi&ffiRING
PLANNING • INTBRIOR DBSIGN
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.
EREGISTERED ENGINEER (CIVIL /STRUC
FL. REG. NO. 19673
aj
ISSUE DATE
-o
_Cq
c -'= REVISION DATE
08 -07 -9
PRICING DOC.
12 -10 -96
-o
z 8 02 -12 -97
- 1-
- U
_w
.0
B -�
CADD FILE NAME
S520 —RT
DRAWING TITLE
SECTIONS AND DETAILS
SHEET NUMBER
A
S5,20
18 0�
d
d
.
d °
° d
ea
°°
6"
6'
#3 @811
CLOSED TIES
_ 4 2#,5 2C6 8
3�8.
+96' -0"
I
Q " "
L— x x
I� W/
+89' -0"
+79' -0"
N
°
-I
2 #5 TOP
2 #5 BOTTOM
2 #5 INTERM.
0
I
N
8" CONC. WALL
vi W/ #5 @6" EA.WAY
1- CENTER.
z
0
I
12,
13 14 15 16 17 18
2' -1
1'- 4 "0'�
6"
+47' -0"
NIP T.O.PARAPET o
a, °• ° • 4
#4 @48" O.C. _ 2"
IN GROUT °
I
4 #5 CONT.
(TYP.)
FILLED CELLS I 8 "CMU
(TYP.)
TF (TYP.)
+43' -0" —�u
4A /C —A502 T.O.SLAB ° ° ° ° . $ d ° d • ° e
(�_3 SECTION
S5.20 SCALE:1 /2 " =1' -0"
CONC. BM. FOR
REINF.AND SIZE
SEE SCHED.
8" MASONRY
OPEN
SEE PLAN FOR SLAB REINF.NOT SHOWN
ADD'L. TOP REINF. FOR CLARITY.
+48' -8"
ROOF. d ° d e °
CONC. BM. FOR 4 d°
REINF.AND SIZE
SEE SCHED. P.C.JOISTS
SEE PLAN DBL. P.C.JOISTS
1A /C —A504
6 SECTION
�_20SCALE:1 /2 "=1' -0"
4 5 6 "7
8" X 12" T. C.
° e d ♦ d ° ♦ d d b
6 ° ° d ° ♦ e ° d °♦ ° e ° d d
°d d ° ° d e♦
C14 4 d DOWELS MATCH
VERT. REINF.
d
POUR BEAM 12" CONC. SLAB 16"X30" CONC. BM.
MONOLITHIC W/ #5 @8" O.C. W/3 #9 TOP
W/ WALL. TOP & BOTTOM. 3 #9 BOTTOM ,
EA. WAY. t ' 4 " oL
& #3 TIES @12 O.C.
° ° ° CONC COL. 8" MASONRY WALL (NP')
BEYOND. BEYOND.
CONC COL.
#5 @10 O.C. BEYOND.
EA.WAY, CENTERED.
2 #8 TOP
4
° e #3@12" O.C.
CV e
CLOSED TIES.
2#8 TOP
c�nrrir nrA k i
I
+32' -0"
J V F F I I D L/11VI
BEYOND.
1' 4" CONC. BM. FOR I , d °
REINF.AND SIZE ° ° .
SEE SCHED. °
s d °
d
iii��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�ii��i�iii��ii�i�i�e♦ iiii
4/C —A504
4 SECTION
S5.20 SCALE:1 /2 "=1' -0"
8 9 10 11 12 13 14
8" MASONRY
0
I
2 #7
2 #5 ° °a
2 #7 °
0
I
CONC. COL.
BEYOND.
I
I
I
I
I
I
I
I
I
I
I
04
°'
e
I
d '
I •
.e
I 4'
I
I
' e
I
CV
I I
I - -
s "--� sn
I
I
° I m
d °
4.
o
d
° I d
d °
I
I
2#5 CONT. 5 SECTION
# �.2OSCALE:1 /2 "=' -0"
SEE PLAN FOR
ADD'L. TOP REINF.
"
+32 -0
d♦
P.C.JOISTS
SEE PLAN o�
Sm
• •
tO
o
1"
7A SECTION
S5.20 SCALE:1 /2 " =1' -0"
8" MASONRY _TF E PLAN FOR
WALL BEYOND. I ADD'L. TOP REINF.
BRIDGE I BLDG. "C"
+16—0"
d_ d
T° I °
d e
II I
P.C.JOISTS
CONC. BM. FOR SEE PLAN
REINF.AND SIZE
SEE SCHED. I I di CONC. COL.
BEYOND.
1 /C —A504
7 SECTION
S1.20 SCALE:1 /2 "=1' -0"
15 16 _ 17
L
K
F
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -1600
THE
COMRAS
COMPANY
1 l 11 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532 -0433
i
'J
�1
ARCHITECIVRH • ENGIAi&ffiRING
PLANNING • INTBRIOR DBSIGN
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.
EREGISTERED ENGINEER (CIVIL /STRUC
FL. REG. NO. 19673
aj
ISSUE DATE
-o
_Cq
c -'= REVISION DATE
08 -07 -9
PRICING DOC.
12 -10 -96
-o
z 8 02 -12 -97
- 1-
- U
_w
.0
B -�
CADD FILE NAME
S520 —RT
DRAWING TITLE
SECTIONS AND DETAILS
SHEET NUMBER
A
S5,20
18 0�