05-1471-020NEW % "0
0 30" O.C.
NEW
COMPOSII
111-11 Jit- L ULrM
SEE PLAN
SLAB EDGE FLOOR INFILL
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SHEAR TAB —�
CONNECTION
NEW CONCRETE SLAB,
SEE PLAN
NEW STEEL BEAM, '
SEE PLAN
NEW PL ) %14 %11' -2"
W/ (4) - "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 J
WALL, SEE PLAN.
BEAM CONNECTION CMU WALL
SCALE: 1" = 1' -0"
NEW CONCRETE SLAB,
SEE PLAN
--------------------------------
NEW METAL DECK,
SEE PLAN
STING CONCRETE
SLAB.
EXISTING STEEL
BAR JOIST.
NEW CONCRETE SLAB,
SEE PLAN
NEW METAL DECK, —
SEE PLAN
NEW STEEL BEAM,
SEE PLAN
"0 EPDXY ANCHORS
0 18" O.C.
L5J5Xy4 CONT.
NEW PL , �*x14 "xf -2" -
W/ (4) X "0 EXPANSION
ANCHORS. SEE 1/S4.0
SLAB INFILL * VAULT
SCALE: 1" = 1' -0"
EXISTING CONCRETE
VAULT
COORD. W/ ARCH CMU STEM WALL REF. ARCH'L
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I : NEW Y," BENT PLATE CONT.
J4 CONT. ;
I I : 3/16 3012
I I:
14 048" O.C. I I • — • — • — . — .
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I I
I I
I ( NEW COMPOSITE METAL DECK,
I I SEE PLAN
I I
I I
I I
I I
I
I I NEW STEEL BEAM,
i i SEE PLAN
EXSITING CURTAIN WALL,
SEE ARCH'L
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
EXISTING EDGE ANGLE
NEW COMPOSITE METAL DECK,
EXISTING CONCRETE SLAB SEE PLAN
I
I
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L5xJV4
I
NEW STEEL BEAM, EXISTING STEEL JOIST I
SEE PLAN N4"0 EPDXY ANCHORS NEW STEEL BEAMS, -7/
EXISTING STEEL BEAM
18" O.C. SEE PLAN
716" FULL DEPTH WEB '
STIFFENER, EACH SIDE
EXISTING CONCRETE
BEAM.
EXISTING MASONRY
WALL
SLAB INFILL @ EXTERIOR WALL
NOTE: SEE 6/S4.0 FOR ADDITIONAL INFORMATION.
SLAB EDGE @ FLOOR INFILL
" CAP PLATE W/
(4) - "0 A325 BOLTS
NEW STEEL COLUMN,
SEE PLAN
EXISTING EDGE ANGLE "
II
II
II
EXISTING CONCRETE SLAB „ //71622 COMPOSITE METAL DECK,
PLAN
n
I
II
II
II
EXISTING STEEL JOIST P
EXISTING STEEL BEAM
II
EXISTING COLUMN II
n
BEYOND
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NEW L4x4xY CONT.
— NEW STEEL BEAM,
SEE PLAN
CONNECT NEW W18 TO EXISTING
COLUMN W/ A DOUBLE ANGLE
CONNECTION
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
EXISTING CONCRE
SLAB.
EXISTING STEEL
BAR JOIST.
SEE PLAN
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
NEW METAL DE
SEE PLAN
NEW STEEL BE
SEE PLAN
ANCHOR
Jj" EMBD.
:ONT.
AL DECK,
1 \1-.t J�LLL ULN•.
SEE PLAN
rv.rtu.n nnunnrTr
STAIR INFILL VAULT
NEW CONCRETE SLAB, EXISTING CONCRETE
SEE PLAN STAIR LANDING
"0 EPDXY ANCHORS
NEW METAL DECK, @ 18" O.C.
SEE PLAN
L5JW4
NEW STEEL BEAM,
SEE PLAN
SHEAR TAB
CONNECTION
NEW CONCRE
SEE PLAN
NEW STEEL E
SEE PLAN
NEW PL � "xl
W/ (4) N4"0
ANCHORS. SI
EXISTING C01
BEAM.
EXISTING MAS,,.,.,.
WALL
STAIR INFILL LANDING
SCALE: 1" = 1' -0"
1
BEAM CONNECTION STAIR INFILL
SCALE: 1" = 1' -0"
SHEAR TAB
CONNECTION
NEW CONCRE
SEE PLAN
NEW STEEL E
SEE PLAN
NEW PL )� "xt
W/ (4) - "0
ANCHORS.
EXISTING C%
BEAM.
EXISTING MAS.,....,
WALL
BEAM CONNECTION STAIR INFILL
Notes:
Revisions:
0 PLAN REVISION 8415405
COLUMN REMOVAL 9/16/05
Seal:
nC)
�' • W CS
• 1
... '•G �.
01 -�:`c 1
Consultants:
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
■
E L E M E N T S
ARCHITECTS -INTERIOR DESIGNERS
Tampa Office
The Edgewater Building
600 South Magnolia Avenue
Suite 150
Tampa, Florida 33606
Phone (813 251 -0565
Fax (813 251 -0567
Miami Office
4240 Southwest 3rd Street
Miami, Florida 33134
Phone (305) 441-7C-17j,--:
Fax (305) 774-1123- - -
Nicholas Puglisi Architect License #AR12460_ 1
ELEMENTS State License #AA0002341
WACHOVIA
WEST GABLES BRANCH - - - - -
5880 BIRD ROAD
MIAMI, FLORIDA
Drawing No. /Dote 05 -02 -05
S -4.0
Drawing Title /Scale /Drown by VW
SECTIONS $DETAILS
a
J
�
COORD. W/ ARCH CMU STEM WALL REF. ARCH'L
I I
I : NEW Y," BENT PLATE CONT.
J4 CONT. ;
I I : 3/16 3012
I I:
14 048" O.C. I I • — • — • — . — .
I �
I I
I I
I ( NEW COMPOSITE METAL DECK,
I I SEE PLAN
I I
I I
I I
I I
I
I I NEW STEEL BEAM,
i i SEE PLAN
EXSITING CURTAIN WALL,
SEE ARCH'L
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
EXISTING EDGE ANGLE
NEW COMPOSITE METAL DECK,
EXISTING CONCRETE SLAB SEE PLAN
I
I
TT,< I
L5xJV4
I
NEW STEEL BEAM, EXISTING STEEL JOIST I
SEE PLAN N4"0 EPDXY ANCHORS NEW STEEL BEAMS, -7/
EXISTING STEEL BEAM
18" O.C. SEE PLAN
716" FULL DEPTH WEB '
STIFFENER, EACH SIDE
EXISTING CONCRETE
BEAM.
EXISTING MASONRY
WALL
SLAB INFILL @ EXTERIOR WALL
NOTE: SEE 6/S4.0 FOR ADDITIONAL INFORMATION.
SLAB EDGE @ FLOOR INFILL
" CAP PLATE W/
(4) - "0 A325 BOLTS
NEW STEEL COLUMN,
SEE PLAN
EXISTING EDGE ANGLE "
II
II
II
EXISTING CONCRETE SLAB „ //71622 COMPOSITE METAL DECK,
PLAN
n
I
II
II
II
EXISTING STEEL JOIST P
EXISTING STEEL BEAM
II
EXISTING COLUMN II
n
BEYOND
II
n
IL
NEW L4x4xY CONT.
— NEW STEEL BEAM,
SEE PLAN
CONNECT NEW W18 TO EXISTING
COLUMN W/ A DOUBLE ANGLE
CONNECTION
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
EXISTING CONCRE
SLAB.
EXISTING STEEL
BAR JOIST.
SEE PLAN
SLAB EDGE FLOOR INFILL
SCALE: 1" = 1' -0"
NEW METAL DE
SEE PLAN
NEW STEEL BE
SEE PLAN
ANCHOR
Jj" EMBD.
:ONT.
AL DECK,
1 \1-.t J�LLL ULN•.
SEE PLAN
rv.rtu.n nnunnrTr
STAIR INFILL VAULT
NEW CONCRETE SLAB, EXISTING CONCRETE
SEE PLAN STAIR LANDING
"0 EPDXY ANCHORS
NEW METAL DECK, @ 18" O.C.
SEE PLAN
L5JW4
NEW STEEL BEAM,
SEE PLAN
SHEAR TAB
CONNECTION
NEW CONCRE
SEE PLAN
NEW STEEL E
SEE PLAN
NEW PL � "xl
W/ (4) N4"0
ANCHORS. SI
EXISTING C01
BEAM.
EXISTING MAS,,.,.,.
WALL
STAIR INFILL LANDING
SCALE: 1" = 1' -0"
1
BEAM CONNECTION STAIR INFILL
SCALE: 1" = 1' -0"
SHEAR TAB
CONNECTION
NEW CONCRE
SEE PLAN
NEW STEEL E
SEE PLAN
NEW PL )� "xt
W/ (4) - "0
ANCHORS.
EXISTING C%
BEAM.
EXISTING MAS.,....,
WALL
BEAM CONNECTION STAIR INFILL
Notes:
Revisions:
0 PLAN REVISION 8415405
COLUMN REMOVAL 9/16/05
Seal:
nC)
�' • W CS
• 1
... '•G �.
01 -�:`c 1
Consultants:
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
■
E L E M E N T S
ARCHITECTS -INTERIOR DESIGNERS
Tampa Office
The Edgewater Building
600 South Magnolia Avenue
Suite 150
Tampa, Florida 33606
Phone (813 251 -0565
Fax (813 251 -0567
Miami Office
4240 Southwest 3rd Street
Miami, Florida 33134
Phone (305) 441-7C-17j,--:
Fax (305) 774-1123- - -
Nicholas Puglisi Architect License #AR12460_ 1
ELEMENTS State License #AA0002341
WACHOVIA
WEST GABLES BRANCH - - - - -
5880 BIRD ROAD
MIAMI, FLORIDA
Drawing No. /Dote 05 -02 -05
S -4.0
Drawing Title /Scale /Drown by VW
SECTIONS $DETAILS