05-1471(2)-00729 On
RI —R"
NEW PL Y "x6 "x1' -0" -
EACH SIDE W/ (2) Y4"0
THROUGH BOLTS
EXISTING CONCRETE COLUMN REMOVAL SECTION
SCALE: 3/4" = 1' -0"
EXISTING
STEEL JOIS
�" """VG CONCRETE SLAB
NLVY LJXJXl4
EXISTING CONCRETE
BEAM
NEW Y" PLATE WITH
THROUGH BOLTS,
SEE SECTION 2
NEW STEEL BEAM,
SEE SECTION
PORTION OF
EXISTING COLUMN
TO BE REMOVED,
SEE SECTIONS
BRACE @ EXISTING CONCRETE BEAM
SCALE: 3/4" = 1' -0"
2' a" -
I=
EXISTING CONCRETE SLAB
EXISTING W12x40
(TO REMAIN)
EXISTING W6x20 COLUMN
4 I a
(PORTION TO REMAIN)
1/4 EXISTING STEEL JOIST
(TO REMAIN) 1
1 , X
. a a a. a
d
a
a ° iD
"
v iD
ad
s
i E
3/8" SHEAR TAB CONNECTION 4"
WELDED TO EXISTING COLUMN. NEW W1 2x30
CONNECTION TO BE BOLTED OR i NEW PL Y2 "x7 "x7" 1/4 8"
WELDED TO NEW BEAM AT
CONTRACTOR'S OPTION. Y16" WEB STIFFENER
A4— - I EACH SIDE L6x4x56 W/ (3) Y4'0
EXISTING W8x31 COLUMN — `-�-=— EXP. ANCHORS EACH SIDE
EXISTING W6x20 COLUMN (6 ANCHORS TOTAL)
EXISTING STEEL COLUMN REMOVAL SECTION (PORTION TO BE REMOVED)
SCALE: 3/4" = 1' -0"
PORTION OF
EXISTING COL
TO REMAIN,
SEE SECTION
NEW )�" PLAI
SEE SECTION
NEW BEAM,
SEE SECTION'
rXISTING CONCRETE SLAB
NUNHUN Uf
EXISTING COLUMN
TO BE REMOVED,
SEE SECTIONS
BRACE @ EXISTING STEEL BEAM
SCALE: 3/4" = 1' -0"
XISTING STEEL BEAM
XISTING STEEL JOIST
'x4"
DEMOLITION NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION
AND REPORT ALL DISCREPANCIES TO THE ARCHITECT AND ENGINEER.
2. EXISTING BEAM$ TO BE SHORED PRIOR TO COLUMN REMOVAL.
3. ALL FRAMING AND CONNECTIONS ARE TO BE INSPECTED BY THE ENGINEER
PRIOR TO REMOVING THE SHORING.
DEMOLITION NOTES
SCALE: N.T.S.
Notes:
Revisions:
0 PLAN REVISION 8/15/05
COLUMN REMOVAL 9/16/05
i
Seal:
%R o
DECAROWILLSON
STRUCTURAL ENGINEERS
1705 N. 16TH STREET, TAMPA, FLORIDA 33605
PHONE (813) 817.4707 FAX (813) 262.2338
CERTIFICATE OF AUTHORIZATION #. 251396
JOHN L. DECARO, P.E. No. 56031
now ♦ •
4P_ W
E L E_-M E 1-T S---
ARCHITECTS - ,INTERIOR DESIGNERS_
T m`r a- 0 i � e =
The Edgewcter - Bui,ding - -- --
600 South- ivlagnoli6 - 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 -7617
Fax (305) 774 -1123
Nicholas Puglisi Architect License #AR12460
ELEMENTS State License #AA0002341
T
rk
WEST GABLES BRANCH
5880 BIRD ROAD
MIAMI, FLORIDA
Drawing No. /Date 05 -02 -05
S -5.0
Drawing Title /Scale /Drawn by VW
SECTIONS & DETAILS
•
Con su an s.
DECAROWILLSON
STRUCTURAL ENGINEERS
1705 N. 16TH STREET, TAMPA, FLORIDA 33605
PHONE (813) 817.4707 FAX (813) 262.2338
CERTIFICATE OF AUTHORIZATION #. 251396
JOHN L. DECARO, P.E. No. 56031
now ♦ •
4P_ W
E L E_-M E 1-T S---
ARCHITECTS - ,INTERIOR DESIGNERS_
T m`r a- 0 i � e =
The Edgewcter - Bui,ding - -- --
600 South- ivlagnoli6 - 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 -7617
Fax (305) 774 -1123
Nicholas Puglisi Architect License #AR12460
ELEMENTS State License #AA0002341
T
rk
WEST GABLES BRANCH
5880 BIRD ROAD
MIAMI, FLORIDA
Drawing No. /Date 05 -02 -05
S -5.0
Drawing Title /Scale /Drawn by VW
SECTIONS & DETAILS