13-1057-034•
i s 51 PER. og-29p - W-1 a 11i ZM I � � I M
lw-.Mg
I
8"X 8" CONC. CAP
RAILING BY OTHERS REINF. W1 2 # 5 CONT.
ARCHITECTURE& CONSULTING, INC,
12940 SW 95th Avenue
Miami, FL 33176
305.6061617
AA26001955
Rafael R. Eguilior
AR9163
CONNECTOR 5CIIEDULE I DETAIL ON 5-3
L/Z
I
I
NEW 84 CMU WALL
REINF. W/ #7 @ 32' O.C.
9' CONC. SLAB
NEW CMU WALL
Uj
FOR LOCATION * TYPE
D_
RE BAR IN CENTER Of FILLED CELL,
REINF. W1 #7 @ 8" EA
REINF. W1 #7 @ 32' O,C�
REBAR IN CENTER OF FILLED CELL.
U
cy)
r6 E LEV + 12'- 10" (DEL) M
SEE PLAN FOR LOCATION.
WAY BOTTOM. SEE PLAN
SEE PLAN FOR LOCATION,
T. . CONC. 5EAM
PREB, WOOD TRU55E5
4" MIN-._,
FOP, TOP REINF.
a_
CY)
@ 24"O.C. (BY OTHERS)
rU2'
FILL MASONRY CELL AT EACH
�D
ELEV. 12'-0" (DATUM)
NEW 2"xG"P.T,WO0D LEDGER
CONNECION LOCATION
NIN16A
I,; I 4w
T
fli
ATTACHED TO THE MA50NP
,Y WALL W/
W1 3000 PSF GROUT,
a
.5,
0 KWIK BOLT III@ I G' O.C.W( 4" MIN. EMB.
Q
5/& " PL OOD ATTAChED TO TME TRU55
FILL MASONRY CELL AT EACH LOCATION
W1 3000 P51 GROUT.
CONCRETE BEAM.
o 46
LL
V// I Od 5,5, NAILS @ G' Q.C. EVERY WHERE
\—CONCRE7E
SEE PLAN * BEAM SCHEDULE
BEAM.
FOR DIMEN51ON Rf INI'
E
CONCRETE BEAM,
SEE PLAN 4 BEAM SCIIEDULE
SEE PLAN * BEAM SCHEDULE
6-a
iii
FOR DIMEN51ON � REINf
FOR DIMEN51ON t REINF
L_
40—
CD
cn
0
CONC, STAIR, SEE PLAN
0
>
<
E
STEEL COL. BEYOND
TYP, SECTION,
(3)
_0
SEE TYP. STEEL COL. DETAIL
(n
STEEL SCHEDULE ON 5-5
CONC. TIE COL. BEYOND
CO NC� TIE COL. BEYOND
cz
E
co
CONC. COL. BEYOND
0
A %
<
VJ
co
WINmlyu,
•
rr
THICKENED BLAB EDGE.
SEE TYP. DETAIL ON 5-1
ISOLATED CONC. FOOTING
FOR STEEL COL. BEYOND
in
101412FAiii 0014INX-MiQ413AVERN
Ti
N.T.S.
0
M