12-86 4OF7-046I
1
3.1
M V,r
2 3 4 5
12"
S.W. @ LINE 3.1
S.W.
REINF.
SEE
S.W. DETAIL
SLAB REINF.
SEE PLAN
6" P.C. PANEL
DOWEL TO MATCH
SLAB REINF.
14 w
L
811 #5@ 12" E.W. W
6" P.C. PANEL CENTERED.
Of
DOWELS #5 @ 12"
/-6, +16' -0"
i
6 7 8 9 10 11
3.1 6'-Cr 5/8" X8" XL (*) LONG PL.
16"X16" COL.
7" THK SLAB
REINF. SEE PLAN.
+20' -0" 213-613 DOWEL TO MATCH 8 1/47
T.O.B. ELEV.
_ SLAB REINF.
+19' -0" 213-6A
T.O.B. ELEV. `D d
°
3/16" A
C) <4 w < °
1/2" DIA. STUD X 4" LONG.
° ° SPCD @ 10"
N 8" ° WELDED TO PLATE.
SLAB REINF. //--#5@12' E.W. W d
SEE PLAN CENTERED Of ° ° CONC. BEAM FOR REINF.
° .
SEE BM. SCHEDULE.
-� 213-6A OR 2B -613 ° DOWELS #5 @ 12" NOTE: °
+16' -0" 1 COORDINATE WITH ESCALATOR MANUF. & ARCH. DRAWING.
° d °
( *) L IS LENGTH OF RECESS.
--- - -°- --
- - - - - - - - - - - - -
° (TYP.ESCALATOR BM. DTL. '@ RECESS.)
F-4 I 2 #5
d BorroM
(CONT.) (`3 SECTION
° J ° L S5.05 SCALE:3 /4 " =1' -0"
d
� 12" P.C. JOIST 2 #5 BOTTOM (CONY.) 1 �-P.C. JOIST
SEE PLAN SEE PLAN C
THK EDGE OF S.W. 2SB -13 OR 2S13-14
BEYOND.
2 SECTION HIGH POINT
S5.05 SCALE:3 /4 " =1' -0" I 6 #3 TIES @ COL. /BM.
INTERSECTION.
1 SECTION
�.05SCALE:3 /4 " =1' -0" I °
- J
C I CONC. COL.BEYOND.
CONC. COL.BEYOND. vi I MASONRY PIER ADD'L TOP REINF.
4'- 0 "(N.T.S ) 4' -1" N.T.S. BEYOND. SEE PLAN. I 8" MASONRY WALL.
1 "EXP. JT. SEE PLAN FOR SLAB BEYOND.
REINF.
°
SLAB REINF. NOT ° I° ADD'L TOP REINF.
3/4" DIA. DOWELS SHOWN FOR CLARITY. ° I j I SEE PLAN.
H °
FREE TO SLIDE. d I SEE PLAN FOR SLAB
BOND BREAK ° ° ° L I REINF.
0
+32' -0"
° ° e
, r-F-
4 1
DOUBLE -TEE r ° F
CAZALY HANGER /
° 2" COMPOSITE ° SEE PLAN.
° ° d CONC. SLAB. d ° � ° ° ° I
° ° CURVED BM. ° d 1
G ° L
SOFFIT BEAM SEE PLAN. ° ° AND SCHED. °
°
P.C. JOIST. FOR REINF.
AND SIZE, SEE BM. SHED. DOUBLE -TEE
$"
1- EXP. JT. 8" 8" r SEE PLAN.
° ° °
d
1/BA5.09 °d CURVED BM.
JOIST TO BEAM WITH CAZALY HANGER ° ° ° SEE PLAN.
(AT BLDG. "B "/ GRID LINE 13). 6 SECTION AND SCHED.
° d
S5.05 SCALE:3 /4 " =1' -0" ° °
° °
(`_5ASECTION
°
S5.05 SCALE:3 /4 " =1' -0" BEARING PLATE 7" X4 "X3/8" (LLH) 3 -3/4 "DIA. A325 STUD
W/6 -1/2 DIA. X 4!' LG.
WELDED HEADED STUDS. BOLTS WELDED TO BRG. CONC. COL.BEYOND.
L -6 "X6"
CENTER OF COL. MATCHES CAZALY HANGER
CENTER OF BASE PLATE.
STL. POST 1 /BA5.09
TS 6" X6" X 1 /2" OR
12 13
/001
STL PIPE BEYOND
SECONDARY POUR
2 #5 CONT.
Jk + 15' -9"
T.O.S.
#3 @16 "O.C.TIES
CONC. BEAM
FOR REINF. AND SIZE
SEE SCHED.
I
12" WIDE COL.
BEYOND.
14 15 16 17 18
R" rAAI I MAI I
4 1/2" SLAB
FOR REINF.
SEE PLAN.
LO
J SHEAR FRICTION
F BAR TYPE "A'
P.C. JOIST
SEE PLAN.
SOFFIT BM �
BEYOND
SEE BM. SCHEDULE.
(`T SECTION
S5.05 SCALE:3 /4 " =1' -0"
D
- SEE PLAN
T.O.CONC. SL. 11 SECTION
° ° L-4 a S5.05 SCALE:3 /4 " =1' -0"
d °
°
PREENGINEERED
PREENGINEERED
TS. 6 "x4 "x1/2"
ROOF.
NOTE:
ROOF.
6"( CT.8
NLY)
6"
CT.9A ONLY)
4"
I
I
I
I
"X9"
4'
A
DETAIL
1
FC
a)
1010 -CS " "
UPPER ELEMENT IS TACK WELDED 5�.05SCALE:3 /4 =1 -O
+63'
6"
3/16"
I
r6 +6
' -6"
I
55.05
ORB3SB 112
DETAILS AND SIGNED AND SEALED COMPUTATIONS SHALL BE
TO CAZALY HANGER BAR
C
Imp T.O.BM.
I
I
" "
OR 11 x11 x3/8 FOR
TS. 6" X6" X 1 /2"
STL. POST
b)
I
I STL. POST
Np
APPROVED BY
I I
I I
TS. 6" X6" X 1 /2"
Np I
/ / / / / / / / / / /
TS.6" X6" X 1 /2"
I
I
OR TS.6 "X4 "X1/2"
I
EXP. ANCHORS W/ 2-1/2"
OR TS.6 "X4 "X1/2"
/ / / / / / / / / / /
I
I
TS.4' X8" X 1 /4"
I
I TS.4' X8" X 1 /4"
I
I
SHOWN FOR CLARITY.)
WELDED TP BRG. ANGLE.
LOUVER
T p
APPROVED EQUAL.
I
1 "EXP. JT.
"X1/4"
1 1 /4 "(TYP.)
I SEE ARCH. DWGS.
I
1/2" NON- SHRINK GROUT
JOIST BEAM TO BEAM EXPANSION JOINT
DETAIL
TS. 4"X6
+58'-8
°
°
r6 +58' -8"
°° °
1 /2" DIA. STUD X 4' LONG.
T.O.BM.
TS.4' X6" X 1 /4"
LOUVER
TYP
SPCD @ 10"
I
< 4
SEE ARCH. DWGS.
I I +55' -0"
I
WELDED TO PLATE.
B
BRG.L -7 "X4 "X3/8 "(LLH)
-° °-
T.O.BM.
SEE DET. A /S5.05
I
I
+55' -0" (SECT.8A)
TS.4" X4" X 1 /2"
I
(ATTACHED TO 3SB -111
I
FOR CONN.
T.O. CONC. SL.
SEE SCHEDULE
I
I
FC 1010CS �� ��
a)UPPER ELEMENT PL.6 X10
+52' -0"
SEE DET. A /S5.05
I
I +52' -0"
WELDED HEADED STUDS
W /SLOTTED HOLES.
b)LOWER ELEMENT
T.O.CONC. SL.
FOR CONN.
T.O. CONC. SL.
°
°
°
°
°
° °
°
(TYP.ESCALATOR BM. DTL. Cap RECESS.)
CENTER OF BM
CENTER OF POST
CENTER OF BM
CENTER OF POST
& POST TS6 "X4 "X1/2"
TS6 "X6 "X1/2"
& POST TS6 "X4 "X1/2"
TS6 "X6 "X1/2"
8 8A 8B
SECTION
9 9A
SECTION
S5.05 S5.05 S5.05
SCALE:3 /4 " =1' -0"
S5.05 S5.05
SCALE:3 /4 " =1' -0"
D
- SEE PLAN
T.O.CONC. SL. 11 SECTION
° ° L-4 a S5.05 SCALE:3 /4 " =1' -0"
d °
°
TS. 6 "x4 "x1/2"
NOTE:
*)
FLUOROGOLD SLIDE BEARING 7 SECTION
4- CAZALY HANGER BARS
I
I
I
I
"X9"
A
DETAIL
1
FC
a)
1010 -CS " "
UPPER ELEMENT IS TACK WELDED 5�.05SCALE:3 /4 =1 -O
(FULL DETAIL NOT SHOWN FOR
CLARITY.)
3/16"
I
I
BASE PLATE 11 X3/8"
55.05
ORB3SB 112
DETAILS AND SIGNED AND SEALED COMPUTATIONS SHALL BE
TO CAZALY HANGER BAR
C
I
I
" "
OR 11 x11 x3/8 FOR
TS. 6" X6" X 1 /2"
REINF. SEE PLAN.
b)
LOWER ELEMENT IS TACK - WELDED
3 -3/4 "DIA. A325 STUD BOLTS
APPROVED BY
I I
I I
W/4 -1/2" DIA. HKB -II
/ / / / / / / / / / /
CAZALY HANGER
TO BEARING ANGLE.
WELDED TO BRG. ANGLE.
I
EXP. ANCHORS W/ 2-1/2"
/ / / / / / / / / / /
2 -3/4 DIA. A325 STUD BOLTS
I
MIN.EMB BY HILTI OR
SHOWN FOR CLARITY.)
WELDED TP BRG. ANGLE.
I I
I I
APPROVED EQUAL.
AMCB -5,14& 16
1 "EXP. JT.
1 1 /4 "(TYP.)
I
1/2" NON- SHRINK GROUT
JOIST BEAM TO BEAM EXPANSION JOINT
DETAIL
D
- SEE PLAN
T.O.CONC. SL. 11 SECTION
° ° L-4 a S5.05 SCALE:3 /4 " =1' -0"
d °
°
S5.05 SCALE:3 /4 ° =1' -0"
1 2 3 4 5 6
- - - - - - - - - BRG. L -7 X4 3/8 (LLH)
AMCB -14 (ATTACHED TO 3SB -1 11)
FLUOROGOLD SLIDE BEARING
FC 1010CS
a)UPPER ELEMENT PL.6 "X28 "W /SLOTTED
HOLE.
b)LOWER ELEMENT PL.4 1/2 "X30"
W/ STD. BOLTS HOLE.
12 SECTION
�01SCALE:3 /4 " =1' -0"
7 8 9 10 11 12
m
38' -8"
("'_5 SECTION
S5.05 SCALE:3 /4 " =1' -0"
POST �
& POST BEYOND.
3/16"
3/ 16"
BASE PLATE
9" X9" X3 8"
W/4-1/2" DIA
HBK -II EXP.
ANCHORS WITH
2 1/2" MIN.
EMB.BY HILTI
OR EQUAL.
1/2" NON- SHRINK
GROUT.
PREENGINEERED
ROOF.
AL +63' -6"
T.O.BM.
I I TS.4 'X8 "X1/4"
II
II
STL. POST
I I TS.4' X4" X 1 /2"
+58' -8"
T.O.BM.
I
TS. 4 "X6 "X1/4"
I
1 1/4- (TYP.)
ri +52' -0"
T.O.CONC. SL.
10 SECTION
S5.05 SCALE:3 /4 " =1' -0"
8" X 12" (MIN.)
/ W/4 #5 CONT.
/ - &4 #3 TIES @ 12" O.C.
/ \ AT EA. END.
/ \ 1' -0 "(MIN.)
8" CON r BLOCK
/ 8 CONC. BLOCK 8 CONC. BLOCK \ \
8' -0 "DIA. 1,_0" -
OPENING.
0
--------------------------
2 #5 CONT. I I
#
CONC.BM. BEYOND. I 4#5 VERT. REINF. ( CONC.BM. BEYOND.
& #3 TIES @ 12 "0.C.
ELEVATION ABOVE LOADING DOCK WT -0")
+51' -2"
H.P.
C-4
I
+37' -0"
CENTER OF OPNG.
0
I
C
I
32' -0"
T.O.SL.
13 14 15 16 17 18
M �Lj
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636-1600
L
THE
COMRAS
COMPANY
111 I Lincoln Road Mall
Suite 510
Miami Beach, F'L. 33139
(305) 532 -0433
K
J
A
I o
w
8:)
H
G
11
ARCHTfECTURE•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.
FL..REGISTERED ENGINEER (CIVIL)
FL. REG. N0. 19673
P-.
IS§ FATE
-o
-o
c REVISION DATE
08-07-96
PRICING DOC.
12 -10 -96
-o
Z 0 02 -12 -97
- U
L,J
_o
CADD FILE NAME
S505 -RT
DRAWING TITLE
SECTIONS AND DETAILS
SHEET NUMBER
A
55.05
OF
° 4
NOTE:
*)
5/8" X8" XL( LONG PL.
A
DETAIL
CAZALY HANGERS SHALL BE DESIGNED AND
DETAILED BY THE
PRECAST BEAM MANUFACTURER.
55.05
SCALE: N.T.S.
DETAILS AND SIGNED AND SEALED COMPUTATIONS SHALL BE
7" THK SLAB
C
INCLUDED IN THE SHOP DRAWING SUBMITTAL
BY THE PRECAST
REINF. SEE PLAN.
BEAM MANUFACTURER TO BE REVIEWED AND
APPROVED BY
CAZALY HANGER
THE ENGINEER PRIOR TO FABRICATION.
(FULL DETAIL NOT
2 -3/4 DIA. A325 STUD BOLTS
SHOWN FOR CLARITY.)
WELDED TP BRG. ANGLE.
°
°
3/16"
°° °
1 /2" DIA. STUD X 4' LONG.
SPCD @ 10"
< 4
WELDED TO PLATE.
B
BRG.L -7 "X4 "X3/8 "(LLH)
-° °-
REINF.
FBMB
(ATTACHED TO 3SB -111
°
FLUOROGOLD SLIDE BEARING
SEE SCHEDULE
OR 3SB -112) ��
W/4 -1/2 D IA. X4 LG.
d a
FC 1010CS �� ��
a)UPPER ELEMENT PL.6 X10
NOTE:
SHEAR REINF.(BEYOND)
WELDED HEADED STUDS
W /SLOTTED HOLES.
b)LOWER ELEMENT
COORDINATE WITH ESCALATOR MANUF. & ARCH. DRAWING.
PL.4 1/2 X12 W /STAND
( *) L IS
LENGTH OF RECESS.
BOLTS HOLES.
(TYP.ESCALATOR BM. DTL. Cap RECESS.)
ORC AMCB -16
(`1_4 SECTION
A
13
SECTION
S5.05 SCALE:3 /4 " =1' -0"
S5.05 SCALE:3 /4 ° =1' -0"
1 2 3 4 5 6
- - - - - - - - - BRG. L -7 X4 3/8 (LLH)
AMCB -14 (ATTACHED TO 3SB -1 11)
FLUOROGOLD SLIDE BEARING
FC 1010CS
a)UPPER ELEMENT PL.6 "X28 "W /SLOTTED
HOLE.
b)LOWER ELEMENT PL.4 1/2 "X30"
W/ STD. BOLTS HOLE.
12 SECTION
�01SCALE:3 /4 " =1' -0"
7 8 9 10 11 12
m
38' -8"
("'_5 SECTION
S5.05 SCALE:3 /4 " =1' -0"
POST �
& POST BEYOND.
3/16"
3/ 16"
BASE PLATE
9" X9" X3 8"
W/4-1/2" DIA
HBK -II EXP.
ANCHORS WITH
2 1/2" MIN.
EMB.BY HILTI
OR EQUAL.
1/2" NON- SHRINK
GROUT.
PREENGINEERED
ROOF.
AL +63' -6"
T.O.BM.
I I TS.4 'X8 "X1/4"
II
II
STL. POST
I I TS.4' X4" X 1 /2"
+58' -8"
T.O.BM.
I
TS. 4 "X6 "X1/4"
I
1 1/4- (TYP.)
ri +52' -0"
T.O.CONC. SL.
10 SECTION
S5.05 SCALE:3 /4 " =1' -0"
8" X 12" (MIN.)
/ W/4 #5 CONT.
/ - &4 #3 TIES @ 12" O.C.
/ \ AT EA. END.
/ \ 1' -0 "(MIN.)
8" CON r BLOCK
/ 8 CONC. BLOCK 8 CONC. BLOCK \ \
8' -0 "DIA. 1,_0" -
OPENING.
0
--------------------------
2 #5 CONT. I I
#
CONC.BM. BEYOND. I 4#5 VERT. REINF. ( CONC.BM. BEYOND.
& #3 TIES @ 12 "0.C.
ELEVATION ABOVE LOADING DOCK WT -0")
+51' -2"
H.P.
C-4
I
+37' -0"
CENTER OF OPNG.
0
I
C
I
32' -0"
T.O.SL.
13 14 15 16 17 18
M �Lj
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636-1600
L
THE
COMRAS
COMPANY
111 I Lincoln Road Mall
Suite 510
Miami Beach, F'L. 33139
(305) 532 -0433
K
J
A
I o
w
8:)
H
G
11
ARCHTfECTURE•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.
FL..REGISTERED ENGINEER (CIVIL)
FL. REG. N0. 19673
P-.
IS§ FATE
-o
-o
c REVISION DATE
08-07-96
PRICING DOC.
12 -10 -96
-o
Z 0 02 -12 -97
- U
L,J
_o
CADD FILE NAME
S505 -RT
DRAWING TITLE
SECTIONS AND DETAILS
SHEET NUMBER
A
55.05
OF