08-1272-044HSS 12X40 6 "-
1 " u, 6"
N
EXISTING 8 "x24 " -
CONC. BEAM.
3Y
2 "X 14"X6"
SHEAR TAB
TYP. (TYP.)
EACH
{" SIDE 3"
12" o
EXISTING 8 "x24 " —I 1' -0"
CONC. BEAM. _tz :1K
INSTALL BOLT q,�o
OFFSET TO TUBE
CENTER LINE TO THICKNESS =%
ALLOW SHEAR TAB
INSTALLATION. PLAN VIEW
H DETAIL
5-12 SCALE 3/411=11-011
ELEV. +14' -0"
`r T.O. PARAPET
.. . G
—1
Z7F :- 3/1 c TYP.
ELEV. +12' -0"
T.O. NEW T.B.
NEW C12x30--`
\_HSS12X4Ai;"
3Y2 "X 14 "XV1 6,r
EXISTING 8"x24" SHEAR TAB
CONC. BEAM. (TYP.)
/A -- CONC. COLUMN
BEYOND,
F DETAIL
S-12 SCALE 3/4 " =1' -O"
HSS12X4X3 /rill
ISOMETRIC
ST-2
HSS12X4X346
8n
2rr • 2•
YILa
TYP. 4
rr ,
d
PROVIDE 2 — #3
STIRRUPS ADDITIONAL
AT EACH STUD q DETAIL
CONNECTION. TYP.
S -12 SCALE 1 " =1' -0"
ST -2
142" STEEL DI ATL
—T-� —< TYP.
ST -2
HSS12X4X -6
B -4 (REINF.
NOT SHOWN
FOR CLARITY)
B SECTION
S -12 SCALE V=V-0"
TYP. 8r,
INSTALL EMBED PLATE EACH 1" 1
IN A Na" RECESS TO ' SIDE
PROVIDE A FLUSH HSS12X406
SURFACE.
F/F
(4) Y2" 0 x 0' -4" — — QI
HILTI KB 3.
3Y2 "X14 "X_6" SHEAR 7"
TAB (TYP.) L (4) V2"0 HILTI KB 3.
EXISTING 7 "x12N%" (TYP).
BEAM PLATE. N.O.A. # 06- 0810.13
JOIST, DECK AND PARAPET PLATE
NOT SHOWN FOR CLARITY. PLAN VIEW
G DETAIL
S -12 SCALE 1° =1' -0"
ELEV. +14' -0�{� ELEV. +14' -0"
T.O. PARAPET T.O. PARAPET
E
ANGLE-13 —1
P.
STEEL DECK
JO ST STEEL� //NEW TB--J
'-- HSS12X4X�/�C"
ELEV. +10'-0" 3Y2 "X 14 "X -6"
T.O. EXISTING T.B. SHEAR TAB
(TYP.)
EXISTING 8"x16" TB TYP
3/1 c
EXISTING CMU WALL
('o'� DETAIL
� �12SCALE 3/4 " =1' -0"
ELEV. +12' -0"
T.O. NEW T.B.
PROVIDE 3
ADDITIONAL #3
STIRRUPS AT BEAM d
CONNECTION AS
SHOWN. TYP.
(4) 5ifi" O x 0' -5"
LONG HEADED STUD
(NP)
NEW TB A
-A,
JOIST, DECK AND PARAPET PLAN VIEW
NOT SHOWN FOR CLARITY.
ELEV. +0' -0"
m.
—2
FINISH FLOOR "r
ELEV. —0' -6" h
T.O. PAVERS
PROVIDE 3"
BELOW GRAD
STEEL COL A
FOR CORROS
(NP)
BASE PLATE.
C /S -12.
FOOTING F —E
PLAN do SCh
TYP. 7rr
EACH
rr SIDE
HSS12X4X -6
0
- - -- 1 f t �
7 "x 12 "x3 /a"
EMBED
PLATE.
E DETAIL
5-12 SCALE V=V-0"
L 0 - %
(4) 5/B" O HEADED
STUD (TYP).
EMBED, PLATE
ELEV. +14'-0"
U
�� ARCADE OVERALL SECTION
SCALE 3/4 n =1' -0"
2
HEADED STUD (TYP)
SEE STEEL COLUMN
SCHEDULE ON S -6
FOR REQUIREMENTS.
N
PL AN
STEEL COLUMN
SEE PLAN AND
SCHEDULE FOR
REQUIREMENTS
sees iii J v V4GUso ••G
i • • 6G •Y+ u s •
••i • i " • • V • G
see ••• • • 4 •fie• • • •
• • • • • •
Gi ii • U s V • i •
G O s V V G • U V i
V • • "• V V V • •
• • • • V • • •
iii•
eve ••• V U V
O•sU sees• OVe •v•U
V i • • • fY •
V • • 4 V U
0' -5 I. rING, N�ADFD G•u" c :•GeV
1DED TO HSS12X4
+ 12' --0"
STEEL BEAM.
+5 -4"
STEEL
T.O. FOOTIN
SEE COLUMN SCHEDULE
ON S -6 FOR BASE PLATE
REQUIREMENTS.
o/Ty of
13UjL b /V G Q P fA ?1
c DETAIL .srp�'c -ru 7.
S -12 SCALE 3/4 " =1' -0" � S�CrIQN Appp
D5L.ow1 *Archit*ctur9+D*s1gn
AR0017357 ID0004536
(I
www.dblal ms
120 NE 27 ST. # 500 /MIAMI, FL 33137
T 305.572.1220 / Fx 305.572.9161
t *,,lstarr
FREDY THIN kE ,.,.S.I.. LIC. NO 6'1011
SEAL / SIGNATURE '
E
S 0 m I
CAF E
PROJECT # 0804
5800 SW 73 RD ST
SOUTH MIAMI, FL 33143
LESSEE:
WILLY QUINTANA
301 COLLINS AVE, SUITE 2707
MAIMI BEACH, FL 33141
F.305.867.7073
STRUCTURAL ENGINEER:
THIN - RAMIREZ, INC
C.A. # 27157
2000 N.W. 89 PL. MIAMI, FL
P: 305 639 9800
ftain tain- r2mirez.c.m
MECH, ELEC, PLUMB, FIRE PROTECT. ENG:
L.TRIANA & ASSOCIATES, INC
CONSULTING ENGINEERS
CAM 26644
.9701S.W. 56th St,
MIAMI FL 33165
CIVIL ENGINEER:
LANDSCAPE ARCHITECT:
ILLUSION LANDSCAPE & DESIGN
MIAMI, FL
LESSOR:
ROGER D. SHAY & W. GRACE D
13635 DEERING MAY RD, PH 293
CORAL GABLES, FL 33158 -2812
REVISIONS DATE
ISSUE DATE OCT/31/2008
DWN MG APPRV FT
Drawin
Scale
SHOWN
Phase:
PERMIT - CONSTRUCTION
Sheet Number:
S -12
==::I