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LINE
ADD'L T P EINF.
8" X8" CONC. CAP SEE PLAN.
W/ 2 #5 CONT. co SLAB REINF.NOT SHOWN
FOR CLARITY, SEE STRUCT.NOTES
w
+16' -0" co
IF
lip 0
CONC. BEAM, d
FOR REINF. 0
AND SIZE, SEE BM.
SCHED.
°
d
I°
P.C. JTS.SEE PLAN
SOFFIT BEAM,FOR REINF.
AND SIZE, SEE BM, SCHED.
n
8" WIDE COL.
BEYOND
2/BA5.02
1 SECTION
S5.04 SCALE:3 /4 " =1' -0"
G/ DtiiJ.va
5 SECTION
S5.04 SCALE:3 /4 " =1' -0"
COLD- FORMED METAL 19
20 19.8 JOISTS. SEE STRUCTURAL
NOTE ON DWG. s„
VARIES
+77' -5" (MAX.) Ffih
+66' -0"
T.O.BM.
RAKED TIE BM.
FOR REINF.
AND SIZE, SEE BM.
SCHED.
#6 @24'O.C.IN
GROUT— FILLED
CELLS.
5 6 7 8 9 10 11 12
A Al CONC. SLA
W/#3@12", EA. WAY
O
°i #5 @48" O.C. SLAE
VERT. REINF. ADD'L TOP REINF. FOR
J— 111 (IN FULLY GRO SEE PLAN.
BLOCK CELL) SLAB REINF.NOT SHOWN
FOR CLARITY, SEE STRUCT.NOTES
DD'
+ 2' -0" SEE
dd 4 11 ° z
w
w
d N
CONC. BEAM, d
FOR REINF.
AND SIZE, SEE BM.
SCHED. d
4,
o d
8 ° CON
FOR
d d P.C. JTS.SEE PLAN - AND
° d SCH
8" WIDE COL. p SOFFIT BEAM,FOR REINF.
BEYOND AND SIZE, SEE BM, SCHED:
o °
2/BA5.02
4"
2 SECTION
�.14SCALE:3 /4 " =1' -0"
20 19.8 19
8 "X12" CONC. COL. BEYOND
BETWEEN 16" X 16" COLS.
d
16"X8" CONC. CAP
SHEARWALL AT _ W/ 2 #5 CONT. °
co
STAIR B2
CONC. BEAM,
FOR REINF.
AND SIZE, SEE BM.
SCHED.
WATERPROOFING °
MENBRANE & CONC. ° d
TOPPING W /6X6
1'- " 147 W1.4XW1.4 W.W.F. °
jk
+32' -0"
d
d
d
9 SHEARWALL AT
SEE PLAN FOR ° STAIR B2
REINFORCING.
° °
d °
°
#5@48"O C ° °
d
LO ° 4 IN GROUT- FILLED CONC. BEAM,
d CELLS (TYP.) °
FOR REINF.
AND SIZE, SE
SCHED.
v d
CONC. BEAM,
FOR REINF.
14 °
d AND SIZE, SEE BM.
d ° SCHED.
°°
4,1 4„ 8 8" X 32"
BEYOND
16 "WIDE CURVED
BEAM.
E:3i■m
0
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4 5 1 6
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2/BA5.03
K'T SECTION
S5.04 SCALE:3 /4 " =1' -0"
TB
COL.
8' CMU @ ELEV.+ 52' -0" ONLY
ADD'L TOP REINF.
SEE PLAN.
SLAB REINF.NOT SHOWN Z
FOR CLARITY, SEE STRUCT.NOTES
w
W
Cn
°°
v d
I ° d
°
p ° d
d
G
°
d d
P.C. JTS.SEE PLAN
v
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AND SIZE, SEE BM, SCHED.
°
COLUMN
BEYOND
$„ 81 3/BA5.02
(`_1oSECTION
�.04SCALE:3 /4 " =1' -0"
7 _ � 8
9
13
14 I 15
16
8 "WALL BEYOND. in
8 "X8 "(MIN.)
CONC. CAP
W/2 #5 CONT. 12"X22" CONC. BM.
W /210 TOP X 15' -0 ",
2 #8 BOT. X 12' -0" HK. BOTH
#5 @24" CENTERED 7 AT OUTSIDE FACE OF PERIMETER
IN GROUT AS SHOWN.
d
FILLED CELLS. p ADD'L TOP REINF.
SEE PLAN.
SLAB REINF.NOT SHOWN
FOR CLARITY, SEE STRUCT.NOTES
jk +52' -0" d
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p °
Id ° I
d I °
-- — - - -4-- -- — -- 1-- ---� --
°
#3 @4 "TIES DBL -TEE Ir -- AT CANT.
CANT. SEE PLAN II
I I
CONC. BEAM, 1 -4.. �- CONC.COL.
FOR REINF. BEYOND
AND SIZE, SEE BM.
SCHED. CONC.SHEARWALL
3/BA5.02
K'T SECTION
S5.04 SCALE:3 /4 " =1' -0"
20 19.8
CURVED 24"
WIDE CONC.BM
W/3 #8 TOP
3 #8 BOT.
4 #5 1 CONT.&
#3 @16" TIES.
MASONRY PIER
BEYOND.
10
X 16" COL.
�ON D
FAIR ROOF (132)
EE PARTIAL PLAN
+40' -5"
B
COL. 4' CONC. SLAB W/#3@12" CENTERED
EQ. WAY CONT.
d
#5 @48 "O.C.
VERT. REINF.(TYP.)
ADD'L TOP REINF.
SEE PLAN.
SLAB REINF.NOT SHOWN Z
FOR CLARITY, SEE STRUCT.NOTES
w
w
V)
d
d v
d °
° ° d °
d
p
°
e
°
a d
° dp
d
DBL. TEE,SEE PLAN
[SOFFIT BEAM BEYOND,FOR REINF.
AND SIZE, SEE BM, SCHED.
CONC.COLUMN
BEYOND
3/BA5.02
KT1SECTION
S5.04 SCALE:3 /4 " =1' -0"
11 I 12
181
+55' -0"
T.O.SLAB
+520"
1' -0" 10' 74"
12" BLOCK WALL
BEYOND LOUVER OPNG.
SDEE' PLAN. REINF.—\
dill■ ■119
°
° ° v
d ° °
° d
d
v d ° °
SEE PLAN FOR ° d
° d ° REINFORCING. °
°
d °
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AND SIZE, SEE BM.
CHED.
° d d
d ° 8" MASONRY BLOCK
d WALL.
v
rj
O
d °
d
° jk +49' -0"
BOT.OF BM.
2/BA5.03
8 SECTION
S5.04 SCALE:3 /4 " =1' -0"
17
[Use
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S5.04 SCALE:3 /4" =1' -0"
14 15 1 16 17 18
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NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -1600
THE
COMRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532 -0433
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FAX (305) 666 -4994
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TB
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8' CMU @ ELEV.+ 52' -0" ONLY
ADD'L TOP REINF.
SEE PLAN.
SLAB REINF.NOT SHOWN Z
FOR CLARITY, SEE STRUCT.NOTES
w
W
Cn
°°
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d d
P.C. JTS.SEE PLAN
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°
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BEYOND
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(`_1oSECTION
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7 _ � 8
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13
14 I 15
16
8 "WALL BEYOND. in
8 "X8 "(MIN.)
CONC. CAP
W/2 #5 CONT. 12"X22" CONC. BM.
W /210 TOP X 15' -0 ",
2 #8 BOT. X 12' -0" HK. BOTH
#5 @24" CENTERED 7 AT OUTSIDE FACE OF PERIMETER
IN GROUT AS SHOWN.
d
FILLED CELLS. p ADD'L TOP REINF.
SEE PLAN.
SLAB REINF.NOT SHOWN
FOR CLARITY, SEE STRUCT.NOTES
jk +52' -0" d
�F7
p °
Id ° I
d I °
-- — - - -4-- -- — -- 1-- ---� --
°
#3 @4 "TIES DBL -TEE Ir -- AT CANT.
CANT. SEE PLAN II
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CONC. BEAM, 1 -4.. �- CONC.COL.
FOR REINF. BEYOND
AND SIZE, SEE BM.
SCHED. CONC.SHEARWALL
3/BA5.02
K'T SECTION
S5.04 SCALE:3 /4 " =1' -0"
20 19.8
CURVED 24"
WIDE CONC.BM
W/3 #8 TOP
3 #8 BOT.
4 #5 1 CONT.&
#3 @16" TIES.
MASONRY PIER
BEYOND.
10
X 16" COL.
�ON D
FAIR ROOF (132)
EE PARTIAL PLAN
+40' -5"
B
COL. 4' CONC. SLAB W/#3@12" CENTERED
EQ. WAY CONT.
d
#5 @48 "O.C.
VERT. REINF.(TYP.)
ADD'L TOP REINF.
SEE PLAN.
SLAB REINF.NOT SHOWN Z
FOR CLARITY, SEE STRUCT.NOTES
w
w
V)
d
d v
d °
° ° d °
d
p
°
e
°
a d
° dp
d
DBL. TEE,SEE PLAN
[SOFFIT BEAM BEYOND,FOR REINF.
AND SIZE, SEE BM, SCHED.
CONC.COLUMN
BEYOND
3/BA5.02
KT1SECTION
S5.04 SCALE:3 /4 " =1' -0"
11 I 12
181
+55' -0"
T.O.SLAB
+520"
1' -0" 10' 74"
12" BLOCK WALL
BEYOND LOUVER OPNG.
SDEE' PLAN. REINF.—\
dill■ ■119
°
° ° v
d ° °
° d
d
v d ° °
SEE PLAN FOR ° d
° d ° REINFORCING. °
°
d °
d ONC. BEAM, _-ZI
d ° ° OR REINF.
AND SIZE, SEE BM.
CHED.
° d d
d ° 8" MASONRY BLOCK
d WALL.
v
rj
O
d °
d
° jk +49' -0"
BOT.OF BM.
2/BA5.03
8 SECTION
S5.04 SCALE:3 /4 " =1' -0"
17
[Use
� z SECTION
S5.04 SCALE:3 /4" =1' -0"
14 15 1 16 17 18
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K
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -1600
THE
COMRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532 -0433
J
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1"t•\ ITT a I� l�
ARCHTfHC= - HNGINMIING
PLANNING -WnMOR DESIGN
55.04
_ OF
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
DS.
4 �, `.
. eo
ISSUE DATE
-o
:o
-
REVISION DATE
c
08-07-96
PRICING DOC.
12 -10 -96
0
Z
02 -12 -97
- U
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—j
_0
-�
CADD FILE NAME
S504 —RT
DRAWING TITLE
SECTIONS AND DETAILS
SHEET NUMBER
A
55.04
_ OF