05-1471(2)-006NEW %'0 ..........
0 30" O.C.
NEW
I,LI. JILLL (!✓1111
SEE PLAN
n SLAB EDGE FLOOR�I FIL L
G/ SCALE: 1" = 1' -0"
SHEAR TAB
CONNECTION
NEW CONCRETE SLAB,
SEE PLAN x
4i f
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0
O -
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NEW STEEL BEAM,----/
SEE PLAN
I
NEW PL x14 "x1' -2"
W/ (4) Y4"0 EXPANSION
ANCHORS. SEE 1/S4.0.
24" DEEP BOND BEAM
TYPICAL ALL SIDES OF
ELEVATOR SHAFT.
REINF. W/ 3 - #5 AS SHOWN
PROVIDE CORNER BARS.
NEW 8" MASONRY
WALL, SEE PLAN.
..4�BEA M CONNECTION @ CMU WALL
SCALE: 1" = 1' -0"
NEW CONCRETE SLAB,
SEE PLAN
----------- - - - - -- ----- - - - - --
d
NEW METAL DECK, 4.
SEE PLAN
L5xJ94
NEW STEEL BEAM,
SEE PLAN R4"0 EPDXY ANCHORS
0 18" O.C. x
X
EXISTING CONCRETE x
BEAM.
EXISTING MASONRY
WALL
SLAB INFILL EXTERIO�RW�A L
v/ SCALE: 1" = 1' -0"
STING CONCRETE
SLAB.
EXISTING STEEL
BAR JOIST.
NEW CONCRETE SLAB, s / "0 EPDXY ANCHORS
SEE PLAN 0 18 O.C.
NEW METAL DECK, L5XAXY4 CONT.
SEE PLAN EXISTING CONCRETE
VAULT
NEW STEEL BEAM,
SEE PLAN
NEW PL 3"x14 "x1' -2" -
W/ (4) N "0 EXPANSION
ANCHORS. SEE 1/S4.0
SLAB INFILL VAULT
SCALE: 1" = 1' -0"
COORD. W/ ARCH
P NEW Y" BENT PLATE CONT.
3/16 3012
I I . � G 4 .� •1 . .
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NEW COMPOSITE METAL DECK,
SEE PLAN
I I
I
I I
NEW STEEL BEAM,
„ I SEE PLAN
EXSITING CURTAIN WALL,
SEE ARCHT
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
EXISTING EDGE ANGLE
NEW COMPOSITE METAL DECK,
EXISTING CONCRETE SLAB SEE PLAN
i
EXISTING STEEL JOIST i
i
,
EXISTING STEEL BEAM /NEW STEEL BEAMS SEE PLAN
i
W6" FULL DEPTH WEB
STIFFENER, EACH SIDE
NOTE: SEE 6/S4.0 FOR ADDITIONAL INFORMATION.
SLAB EDGE @ FLOOR INFILL
SCALE: 1" = 1' -0"
CAP PLATE W/
(4) Y4"0 A325 BOLTS
NEW STEEL COLUMN,
SEE PLAN
EXISTING EDGE ANGLE -
EXISTING CONCRETE SLAB
EXISTING STEEL JOIST
EXISTING STEEL BEAM
3/16 V 2012
T
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
EXISTING CONCRI
SLAB.
EXISTING STEEL
BAR JOIST.
NEW COMPOSITE METAL DECK,
SEE PLAN
NEW L4x4yY CONT.
NEW STEEL BEAM,
SEE PLAN
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
NEW CONCRETE
SEE PLAN
NEW METAL DE
SEE PLAN
NEW STEEL BE
SEE PLAN
ANCHOR
V2" EMBD.
:ONT.
AL DECK,
nLn JI LLL uv-un
SEE PLAN
STAIR INFILL VAULT
SCALE: 1" = 1' -0"
NEW CONCRETE SLAB,
SEE PLAN
Ic
NEW METAL DECK,
SEE PLAN
NEW STEEL BEAM,
SEE PLAN
SHEAR TAB
CONNECTION
NEW CONCRE
SEE PLAN
NEW STEEL E
SEE PLAN
NEW PL 3 "x1
W/ (4) Y4"0
ANCHORS. SI
EXISTING COP
BEAM.
EXISTING MAS„.,.,
WALL
BEAM CONNECTION STAIR INFILL
STAIR INFILL LANDING
SCALE: 1" = 1' -0"
- EXISTING CONCRETE
STAIR LANDING
a
"0 EPDXY ANCHORS
0 18" O.C.
L5xAxy
SCALE: 1" = 1' -0"
SHEAR TAB
CONNECTION
NEW CONCRE
SEE PLAN
NEW STEEL E
SEE PLAN
NEW PL Y2 "x1
W/ (4) -Y4"0
ANCHORS.
EXISTING COP
BEAM.
EXISTING MAST — 1
WALL
BEAM CONNECTION STAIR INFILL
SCALE: 1 " = 1' -0"
Notes:
Revisions:
4
7 G
OO
Seal:
� C 1
Consulta n s:
O
d
4
4'
°o
1
. 4
4
A
4
�
.`1
4
`14
A u
P NEW Y" BENT PLATE CONT.
3/16 3012
I I . � G 4 .� •1 . .
I I �
NEW COMPOSITE METAL DECK,
SEE PLAN
I I
I
I I
NEW STEEL BEAM,
„ I SEE PLAN
EXSITING CURTAIN WALL,
SEE ARCHT
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
EXISTING EDGE ANGLE
NEW COMPOSITE METAL DECK,
EXISTING CONCRETE SLAB SEE PLAN
i
EXISTING STEEL JOIST i
i
,
EXISTING STEEL BEAM /NEW STEEL BEAMS SEE PLAN
i
W6" FULL DEPTH WEB
STIFFENER, EACH SIDE
NOTE: SEE 6/S4.0 FOR ADDITIONAL INFORMATION.
SLAB EDGE @ FLOOR INFILL
SCALE: 1" = 1' -0"
CAP PLATE W/
(4) Y4"0 A325 BOLTS
NEW STEEL COLUMN,
SEE PLAN
EXISTING EDGE ANGLE -
EXISTING CONCRETE SLAB
EXISTING STEEL JOIST
EXISTING STEEL BEAM
3/16 V 2012
T
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
EXISTING CONCRI
SLAB.
EXISTING STEEL
BAR JOIST.
NEW COMPOSITE METAL DECK,
SEE PLAN
NEW L4x4yY CONT.
NEW STEEL BEAM,
SEE PLAN
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
NEW CONCRETE
SEE PLAN
NEW METAL DE
SEE PLAN
NEW STEEL BE
SEE PLAN
ANCHOR
V2" EMBD.
:ONT.
AL DECK,
nLn JI LLL uv-un
SEE PLAN
STAIR INFILL VAULT
SCALE: 1" = 1' -0"
NEW CONCRETE SLAB,
SEE PLAN
Ic
NEW METAL DECK,
SEE PLAN
NEW STEEL BEAM,
SEE PLAN
SHEAR TAB
CONNECTION
NEW CONCRE
SEE PLAN
NEW STEEL E
SEE PLAN
NEW PL 3 "x1
W/ (4) Y4"0
ANCHORS. SI
EXISTING COP
BEAM.
EXISTING MAS„.,.,
WALL
BEAM CONNECTION STAIR INFILL
STAIR INFILL LANDING
SCALE: 1" = 1' -0"
- EXISTING CONCRETE
STAIR LANDING
a
"0 EPDXY ANCHORS
0 18" O.C.
L5xAxy
SCALE: 1" = 1' -0"
SHEAR TAB
CONNECTION
NEW CONCRE
SEE PLAN
NEW STEEL E
SEE PLAN
NEW PL Y2 "x1
W/ (4) -Y4"0
ANCHORS.
EXISTING COP
BEAM.
EXISTING MAST — 1
WALL
BEAM CONNECTION STAIR INFILL
SCALE: 1 " = 1' -0"
Notes:
Revisions:
Seal:
� C 1
Consulta n s:
DECAROWILLSON
STRUCTURAL ENGINEERS
1705 N. 16TH STREET, TAMPA, FLORIDA 33605
PHONE (813) 817.4707 FAX (813) 262.2338
CERTIFICATE OF AUTHORIZATION #. 25896
JOHN L. DECARO, P.E. No. 56031
1
AW
E L
ARCHITECTS " INTERIOR- -DES113KEE;S-_
To rr. p c Off �c e
The Edge4rater _Eui,din'g
600 South Magnolia Avendie
Suite 150
Tampa, Florida 33606
Phone 813 251 -0565
Fax 813 251 -0567
Miami Office
4240 Southwest 3rd Street
Miami, Florida 33134
Phone (305) 441 -7617
Fax (305) 774 -1123
Nicholas Puglisi Architect License #AR12460
ELEMENTS State License #AA0002341
WACHOVIA
WEST GABLES BRANCH
5880 BIRD ROAD
MIAMI, FLORIDA
Drawing No. /Date 05 -02 -05
S -4.0
05 -111
Drawing Title /Scale /Drawn by VW
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