12-559-024a
Level 5 1
Floor Plal
(D DIAGONAL CRACK AT SOFFIT BEAM. SEE DET. 115-6
SPALLED CONCRETE AT SIDE OF BEAM. SEE DET. 2/6-8
CRACK ON THE SLAB. SEE DET. 3/5-8
SPALLED CONCRETE AND EXPOSED STEEL AT PRECAST
CONCRETE JOIST. SEE DET. 4/6-8
EXPOSED AND RUSTED STEEL AT UNDERSIDE OF SLAB.
SEE DET. 5/8-8
SPALLED CONCRETE, EXPOSED STEEL ON TOP OF SLAB.
SEE DET. 615-5
RUST ON BOLTS AT TOP OF PANEL TO BEAM CONNECTION
(TYPICAL AT EVERY FLOORI SEE DET. 1 /5 -8
EXISTING DRILL HOLES THRU THE SLAB. SEE DET. 615-6
RUSTED ANCHOR BOLTS AT SUPPORT ANGLE.
SEE DIET. e/5-5
RUSTED TOP OF PRECAST CONCRETE JOIST. SEE DET. 1015-8
EXPOSED / RUSTED STEEL ON THE WALL / BEAM.
SEE DET. 11/8-5
EXISTING RAILING TO BE REMOVED. SEE DETAIL 12/5-8
(TYPICAL)
NOTE, SEE REPAIR DETAILS ON SHEET 5-6
�- F 0 RB"E"S - -
ALL EXISTING CONDITIONS ARE TO BE =iEz i -ARCHI-71 tCTS
VERIFIED BY THE GENERAL CONTRACTOR.
IF A 16CRANCr EXIST NOTIFY THt, architecture
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ARCHITECT BEFORE PROCEEDING WITH Wof�-*'- S pijce planning-
-c orlstruct�i-n management
4565 ponce de leon blvd.
suite 100
STRUCTURAL PROIBLEI-15 THAT OCCUR AT- ,'
UNDERSIDE OF FLOOR SYSTEM HAVE er=E�N
SHOWN ON THE REFERENCE FLOOR
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tea : 306-44f;.0844
fa-c; 305-4405557
-fl6rida registration.,
no. AA-F000104
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