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ALL EXISTING CONDITIONS ARE TO BE FIE -Dm�M ARCHITECTS
VERIFIED 5Y THE GENERAL CONTRA&OR'
architect u f a
IF A DISC:REf=At-4C:Y EXIST, NOTIFY THE lanA planr.nng
retail de�,!;n
ARCHITECT IBEFORE PROCEEDING WITH WO W5, -,sp"e plar.-ning_
-comstruc ti nn management
4565 ponce de leon blvd°
suite too
ma cc r-34 jab1eE-,-f1crid9 33146
tel : 30j-4400B4;
fax. 305-444-5557
STRUCTURAL PROBLEMS THAT OCCUR AT flcrida-regi5- tratiOn
UNDERSIDE OF FLOOR SYSTEM HAVE SEEM' 'no.-t�k' F00004
SHOWN ON THE REFERENCE FLOOR
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LEGEND
01 CRACK AT SOFFIT BEAM SEE DET. 1/5-8
SPALLED CONCRETE AT SIDE OF BEAM SEE DET. 2/5-8
CRACK ON THE SLAB, SEE DET, 3/5-8
SPALLED CONCRETE AND EXPOSED STEEL AT PRECAST
CONCRETE JOIST. SEE PET. 415-6
EXPOSED AND RUSTED STEEL AT UNDERSIDE OF SLAB.
SEE DET. 5/5-8
SPALLED CONCRETE, EXPOSED STEEL ON TOP OF SLAB.
SEE DET. 615-8
RUST ON BOLTS AT TOP OF PANEL TO BEAM CONNECTION
(TYPICAL AT EVERY FLOOR). SEE DET, 1/5-8
EXISTING DRILL HOLES THRU THE SLAB. SEE DET, 5/6-5
RUSTED ANCHOR BOLTS AT SUPPORT ANGLE.
SEE DET. 13/5-8
"TED TOP OF PRECAST CONCRETE JOIST. SEE PET. 10/5-5
(D EXPOSED / "TEE) STEEL ON THE WALL / BEAM,
SEE DET. 11/5-8
EXISTING RAILING TO BE REMOVED. SEE DETAIL 12/5-8
(TYPICAL)
NOTE: SEE REPAIR DETAILS ON SHEET 6-8
John Roberts Forbes
AR0009810
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Revisions
Sheet
S-6
6 Of 8
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