00-0185-008 I
,
2x4x0'-6"
STYROFOAM BLOCK
) > )
CAULKED JOINT GIP f�aMP RAMP UP
fi? �4 x 4 x 0'-6°
TYPICAL ERECTOR NOTE: ) )
'
°� x ��-0" B GROUT RECESSES TO WITHIN I�z" TO BE POURED DOUBLE TEE CAMBER�A'1�> >
-- 1�4 3 `I 1114" DAP OF TOP AT TRAFFIC AREAS 16 AFTER ERECTED AST MID SPAN POUR
OVER&TEEL I 24' TO MATCH CAMBER
04 Q 12" c/ BY PRECAST
3 I/2" " I 1/2' I I 24"
MANUFACTURER
d !
5 I 3 ! et
2x4x0'-6" I a °
E�0 �
STYROFOAM BLOCK 1 = � � BOLT = a � a °
e
,L� (EA. SIDE OF - �I� W — '
3, COL.) fE 3/4 x 4 x 0'-6" I —I�t I TYPICAL a x a
1 O O O o - o O O"� O O O O O O
Q i -' !W I I � 1 1 G'°° Q
fE 4 x a x 0 -6 SECTION A—A (EA. SIDE OF COL.)
N = I BEARIN PLATE —I I % ,
! I I � I -�
31— — — � I": )) j i _ 1 1 1 ° r WPM°GO. AA°ESTEVEZ, ILX
E�0 I'-m11 1'_011 t t _ I 1 1 Q 1--1 1 I ! a a .� .
I t -011
3/8 I - I 1 1 a 160 AIL Grcla S 3 100 Coral Cry, s,Flan& 33134
11 i _m I 4 � I BEARIN a PAD 65,012" c/c I Tel.(303(444-0413.6x(34441.6 U Lk=— r)aAA F000121
11 ,
VERT. EACH FACE
lu 3 I/2 5 " _ �`+ 811 2'-10 11 811 I o 8" CONCRETE WALL
�� 3 1/2 �
fA � � CONE1lLTANTg•
3 .III
o 40 B,W.74TH IXURT
_ Q "3a1211 c/c TOP OF SLAB
SECTION A—A ;m ( HORIZ. EA. FACE c M(�
TYPICAL DOUBLE TEE TO BEAM CONNECTION RostiDA A�,y M -�,
FLI RECAST BEAM - x x x
E C T I ON o III—III-1 I I—III-1 I I-111-1 SIM 4Ay FE,W
—i!I=_!11—Ti—T—IiI—iT-
° =1E_ I-
I`' SCALE. 3/811 = 1'-011
600�"r�-C.f3T HLL FUrTE 300
EL. -5'-0" DAD BEACH,FLOFLDA 33441
_ __ (834)421-1260 (FA)0(954 421-VM
0,11 1 J_
•° TOP OF BEAM �A FTRAT)0�1 t�.,�ALAM
CTL�K�1� Q
° PILE CAP BEYOND 6401 aW.87 AVM W E m
'_ '
1 W M,!DADS R.OFZA SIM
� x � x l 8
i
GB SEE PLAN � ��� ��365�=
�\ I OFMA FEWSTRATION W
BRCS. PAD ! g" 2'-0" PRECAST '' 8" ,--_�
LONG. BLOCK WALL
LAURA U�JA ARD ASSOCIATE$
_ C.I.P. 1�AMP PRECAST RAMP A rE
CONC. WALL- 6501 aW.87 AVM,CM 211
I`v 9" 2--011 g° (FUTURE) CONTRACTOR'S NO DADS,R_O1MA
j NOTE: (=279-431 (FM�4-1=
1B x x 1'-8" 04 'S 12" C/C X 10'-0" LONG < WALL TO REMAIN BRACED A. MINIMUM OF THREE (3) DAYS FLOFMA FiEc_*sMToN LC-0000048
BRG. PAD �`
FOLLOWING INSTALLATION OF CONCRETE SLAB ABOVE.
CONC. SLAB SEE \
PLAN FOR SIZE a REINF.
4 H I rk E T � I L
EL.+01-011 % 1 S E C T O 1`�DE T A I L —-a TOP OF SLAB S-� SCALE: 3/4"
5--1 SCALE: 314" = 1'-(d II
III_ 111—III—III
5--1 SCALE: 3/4" = 1'-0" II=1 1
PILE CA ° =CT NAIVE:
-- EL.-2'-m"
(FUTURE) ; I—i T/FOOTING
I III_
II I I I (BEYOND.) 0)
1 PRECAST
EXISTING WALL J s-8 LITE WALL
= 4 1011 I I=1 T/PILE CAP r--— BLOCKOUT
r - � !
� � � II �
2" x (o" x &I' POCKET ` 4 II=I -
101' \ ° I
_ 1_ II ,
EL.+ O _
X461 4 3 \ _ / I = Nfiaml
0
III T/FOOTING South
! I
:,77
i4 6 /16 11 1
N 21
Homital
i� '� x 2'� x m'-5" –>I NOTE: BRACE CONCRETE WALL I
� I I
UNTIL SLAB HAS BEEN " ! - An �"`' of t� ;"= HZM Sys of Scu: >��
I1I POURED AND CONNECTED
BEARING I < --' AT TOP. -
I PLATE (TYP)`Q � _ --�
- E70 I I SOUTH MIAMI
OI �PADCTYP.J ; � E C 1 , 1 = HOSPITAL
� SCALE: I1 " II
l e z =
BL OCKOUT
PARKIING STRUCTURE
CONT. DRIP I" I4° PRECAST
� CONN. BETWEEN TWO UJALLS
.ITE WALL AT TYPICAL FLOOR
DOUBLE TEE
\ 2 d
\ S-� SCALE: 3/4" = 1'-011 SOUTH IVIIA�fIi
Z:�7\D E T A I / C, \ D ` ' g, - HOSPITAL, INC.
1
6200 S.W. 73 STREET
5-7 SCALE: 3/4" 1'-m" S-� SCALE: 3/4" 1'-0" � I I NEW EXISTINCs SOUTH f�lAA�I FL 33143
-'
,4 E'10 (305) 663 - 5064
P.C. WALL 1"t 4" fE 3/8 x 3 x 0'-4"
I
c{l 2" x 4" x 8" POCKET
I I
144 (�
N
\ // GONG.
;N I /X\ COLUMN J �' -���, w T. O. LANDING
SEE PLAN
/ \
EL Of 11
I I
I t0" j
PRECAST CONCRETE
COLUMN
im NUMBER: E�34
5) 5 ) J , •. — DATE 03-24-99
\ • CAD F 1LE X O:
• •• 1 At3�CY W :
' OR LTEWALEAR WALL, -1I � l2J 'i4" x 4" x 4'-0..
L f; I 10„ 8„ PLASTIC KOROLATH STRIPS ReE:g,►�/3l!>�V,i38;p�f3;01
# II BAR I / 09-24-909
COORDWAT101V + a_AFc;r"�CATfON
A DETAIL OE STAIR LANDING BRCS ON NAUNCN 0 ON
11U-X NMB , 11 � � —
SPLICE SLEEVE Q
550MORTAR S-� SCALE: I/g" - 1'-0"
NMB B WASHER (EMBECO 602) /
r 3 S (`W4 T I N
FOR " 11 BAR /� %
CRITICAL \
z ELEVATION / S-7 SCALE: 3/4" = 1'-m"
to x _ 0 r
w _' tt U Q
1L1 `� = w 0 - ARMAFLEX GROUTING= \
3/1/ 11v A11 1/4" CHAMFER (GRIND) q CONTINUOUS NON-SHRINK =
DOUGHNUT Q
1D 4'h TYPICAL. } GROUT f c 6000 P,S.i. MIN. E10
= I 1/4 4
\ T.O. PILE CAP P.C. WALL 1"f 4" A
CBY G.CJ fP- 3'8x 3 x 0'-4"
SEE PLAN
2" x 4" x 6" POCKET SEAL'
" Il BARS X L SQUARE BAR 1 ,
METAL SHIM PACK INSTALLED BY G CSIZE AS REQUIRED
r
2 X 5 X 0'-5" BEYON
(2 MIN. PER WALL) 1/4" CHAMFER (GRIND) DOUBLE TEE
144
TYPICAL FLANGE � ; :�N
_ FOAM PIPE _
INSULATION X 6" LONG ` —�,�-� _ T. O. LANDING
PRECAST _ _ L - ;
s
BY G.C. / / -- I LU �,, - — _ SEE PLAN Cy
DOUBLE TEE - -- —- - fV
C — G.C. NOTE:
TURN ALTERNATE - U
HOOK IN OPPOSITE �1 Z
DIRECTIONS 3/1(0" �( " cd f-"
1011 1'-11211 GC NOTE: w
❑RAAf.�V FL DQT�^tEi.l PE ti�-?0
LOCATION OF BARS IS I Z ❑F'�J �PE 2zT64 �
CRITICAL TO INSURE Q ❑ADA AFL AL.!?At3A,PFY 4Si�
j PROPER USE OF CONNECTION. �
10"
TEE TO NON-LOAD BEARING SPANDREL. - NORTH 4 SOUTH WALLS 1 —'k�
)
DRAWING TITLE:
DETAIL OF STA( AN
NOM. R LANDING ING 4 WALLS DETAILS(NON-
- PRECAST UJ,4LL CONNECTION AT PILE CAP WITH ONE "Ni"IS" BEARING
1 D TAIL,
D D ETAIL, / 14 \D SECT(®�!S
S--( SCALE: N.T.S.
S CTI �
S-1 SCALE: N.T.S. 5-1 NOT TO SCALE
S-� SCALE: 3/411
. Di�AWuvO 1v0: I