00-0185-009 r r ) r > )) ) ) 1
> ) r )
NOSING '
FURNISHED BY G.C.
INSTALLED BY CORESLAB CONC. TB
NON-BITUMINOUS EXP JOINT
MATERIAL 1" "
11 ° • Z�
SLOPE • •
FOR PANEL TO PANEL E-10 —
CONN" 9 EA. LEG '/4 4 DN.
SEE DETAIL USING REBARS. 11/2 3'-0" 5
PRECAST GONG. COLUMN GONG. COL
fiP 3/a x 3 x -4" OR SHEARWALL 0 0 0 0 0 0
SEE PLAN
NON-SHRINK GROUT AN AREA 5" S" I I ° ° a °
9" x 16" DIRECTLY UNDER I
EA. COL. SECT. OF WALL. I ]4 CONC.GRADE BEAM
(BY ERECTOR) 44 ro 1 W I N ° $ ° °. 4 SEE PLAN. MAVW oG • M W
FIN.FLOOR °.
.. . .. .. . . . .. .. . . . .. .. ... . ... .
Q
. SEE PLAN 150 Allmabr�a CQd� • Suila 100 • Coal Gabes,Fin 33134
> T. O. WALL CONTINUOUS NON-SHRINK °
Td.(305)�14-0513.6®c(�51 441.6�04 n AA F000121
SEE PLAN GROUT 6000 P.S.I.MIN "
C.4 ° ..
n a. ° • C)N�TAM�:
N i i TOP OF CONCRETE CONC. COL. 3p•4
METAL SHIM PA D.S. F-56 CONC. BEAM E PA
I x 5 x 0'-5" COIL INSERT 4 % DOWELS a ° ° ° ° 2B-Z 8.W 7 mm
> i i I = l2 PER STAIR g 6 INT. 1"# x 2 STRUTS ° °
Q " FROM PILECAP ° ° °. PILECAP • • p03�8$6 0711 (FA))WM 88g�
011 FROM EA. ROD) ° SEE PLAN. FLOROA REQ'BTRATION MA MM®-0001 08
3"10 x 6" LG. CORRUGATED METAL ° ° ° BAtiH BECKMAN RED,INC
DS. CONTINUOUS SLEEVE,GROUT FILLED BEFOG ° ° e CONBULTM 8 10
COIL THREAD ROD ERECTING STAIR
D�IFB_D R ORDA 99441
W&4)421-'1260 Q=M(954 421-'1488
— — — — — I
I"10 x 8" LG. STAIR WITH FIN CONN. �► 1=TG. ° FL:MA RECEM7I0N MAMH#
I N
rurCHNO RM ALAM
A \D E T A I L. TV m
MIAMI DAM FLORDA W=
OW 279-7999 MW 905 219-NO
FLORM FEG119MMON MAC
�� -S SCALE: N.T.S. _ (� D E T � I
� I ROF
11/2" x 5" x 0'-5" PROVIDED BY G.C. 4 �\D E T A I L 1 u _ u LAURA L L mss AND A980CIATES
BRC-4. PAD (TYP) CABLE COMPANY. 1 �i = _ i� S-S SCALE. /Z - 1 -0 LANDeCAPE ARCHIIECM
S-8 SCALE: /z 1 0 WO R U AVEM aM 218
A611A11 DAM FLFLOpWA 99D9 _
N II FL�A�MIM L
all x 21 RECESS f TYPE
- I LITEWALL
i
M all 10" all _ I _
RA P SIDE PRECAST PANEL
- � SEE 'PLAN
D T. TO LITEWALL CONK. (I'D RAMP) _
-- –g
rf"'� S E C T I O N ------ --- -
in, Y
` I •� ° T NAME:
S-S SCALD: -3/4"=V-0" Jon r i_j GB-9
G.C. NOTE: 24" x 24" COL.
3/4" x 2112" RECESS - REGARDING PLACEMENT AND STRESSING OF CABLES, SEE PLAN a
2 211 FOLLOW MANUFACTURER'S INSTRUCTIONS STRICTLY TO ° ° 436 DOWELS
INSURE CABLES ARE PROPERLY SEATED AND STRESSED,
- _ - - - - PROCEDURE SHOULD BE INSPECTED AND WITNESSED BY
QUALIFIED PERSONNEL.
CABLES ON THIS PAC U - C0RESLAB RECOMMENDS 1500 TO 2000• PULL.
FOLLOWS SLOPE OF A
m
T RAMP DtS. v COL. DETAIL AT LOC'N. OF CABLE STRESSING-a: C2 SIDES C-0-2- 14° m PILE South Nami
Ck O I c° F
SEE ELEV. = l \ E T I L ospl��.8�
- ----- -- -
$-8 SCALE' 3/411 = 1'-0" M Aff1 ct& Ii tf1!SY Qt F€a>
\DETAIL
6" ALTERNATE 6" .A1.LTEA�IATE F S-8 SCALE: Zia" = 1'-0" SOUTH MIAMI
4" � to � � � 411 `K to � 10"
r
5" 5" HOSPITAL
I RICHMOND REBAR
W/THREADED END GRID SEE PLAN
I I DBR COUPLER PARICIIVG STRUCTURE
I I
A NON-SHRINK GROUT
AN AREA 9" X 16" '
DIRECTLY UNDER EA
COL SECT OF WALL SOUTH MIAMI
T. O WALL = I
SEE PLAN HOSPITAL INC.
10
I I 9 RICHMOND REBAR
I I W/THREADED END 6200 S.W. 7a3 STREET
111 x 511 x 5' MACH EXISTING _ SOUTH MIAMI, FL WM
SHIM PACK
24" X 24' COLUMN LOCATED 1 -0" TOP OF PARAPET I I 2T5-1 (305) 663 - 5064
BEYOND THE BARS 3"4) CORRUGATED
11 11 "
8 I 8 l2 MINa METAL DUCT TUBE, FILL
RAMP S1p� SOLID W/ roOOO P.S.I. NON- 1
LITEWALL f1 SHRINK GROUT BEFORE I
ERECTING THE UPPER
PANEL I I
CABLE BARRIER DETAIL PANEL TO PANEL CONNECTION USING REBAR � � ' DRILL 3/4"o HOLE 8" DEEP AT
1 EXISTING TC AND PLACE 4 S
S E C T I O N /—c: \D E T A I Ir I REBAR AND PILL WITH EPDXY.
I 1
I I
S-8 SCALE: 3/411=1'-O" S-S SCALE: N.T.S.
4 I 12" GONG BLOCK WALL
I
I I
A.MACH EXISTING
e .,•: • " .; _•. .. •• •n 3/4" CHAMFER SEE PLAN
--fir (TYP-) 1 a 2T5-I
.
' JOB f :
r j j 1 I I DATE 09-24,
I - ' I I 1 I I CAD F ENO:
DOUBLE TEES 45• o� A � I i J 1 L 24" X 24" P:C. COLUMN ' BEYOND BARS AC,819CY NO
REV�IOM/ •
1 4 % KWIK BOLL n _ L J I I •
311 x 311 x '4411 \ I -_ ___I I I 09-24
311x311x1/411x61, SAME AS � _ _ r ' I I 1
OCHER `'' I 1 I I COORDNATION t CLARIFICATION
SIDE � L i— 1 J I I 8" CONC BLOCK WALL QB�►L
1" 0 % KWIK BOLL 11 — " I
21/2 i i 21/2 I I Q
TIE BEAM, SEE PLAN c I2 9 1/2 I 1 41/2" /6" CONC. SLAB FOR
AS SCHEDULED 1 I REINF. SEE PLAN.
21 011 ELEVATION I
WE PLAN I 4
5" X 5" X 1" I
MASONRY BLOCK WALLS 11) 1 1/4°o NUt 4 l2)1P • "
(N�l-BEARINCs) BLOCKOUT I I
WASHERS 34 X 3 X 0'-3" 9 EA CORNER
I
CONC. BEAM
11" MIN SEC'Y SEE SCH. L
POUR (BY GC) • Q
lu
1-04 a 24 c/c ,DRILE %11�
HOLE , 13/411 DEEP PLACE I NON SHRINK GROUT
WILT[ HSE 2411 ADHESIVE
(MIN fc'■6000 PSI) Q
INTO HOLE AND INSERT •4 r
BAR (TYR. EA BAR) r Q
T.O. PILE CAP EXISTING CONIC.
SEE PLAN COL.
W%4'B C�17. CURB _ n I I BEAL:
X CONC.FTG.
= 9• BY GL. \ i
n . :.. .. •.�; .a _ Z - - 411 8"
2112 x 6 x 0'-6"
X= I'-0" USE 612 SHIM PACK - -
X= 1'-6" USE 613
X■ 2'-0" USE 614
1 1/4"0 x BOLT (A30T)
W/ 6" STD THREAD 4 (1)NUT
(INSTALLED BY Gr—) ��� S E C T I O
S E C T I O N BASE PLATE DETAIL FOR 24" x 24" COL. S-8 SCALE: 3/411=1'-011 '
n n 13 PMRO.t DUOU P-WN \
/�7rp_\D E T A I L S-8 SCALE: 1 -1 -0
o ADA AIL ALBAIBA,PJ�4910 I �
S-8
SCALE; 3/411 = 1'-0° r�Jv�l<t� DRAWMTnLE:
r. DETAILS
." '
SECTIONS