12-559-021Level 2
(_'_/ DIAGONAL CRACK AT SOFFIT BEAM. SEE DET. 1/6-8
SPALLED CONCRETE AT SIDE OF BEAM. SEE DET. 2/5-8
CRACK ON THE SLAB. SEE DET. 3/5-8
OSPALLED CONCRETE AND EXPOSED STEEL AT PRECAST
CONCRETE JOIST. SEE DET. 416-8
OEXPOSED AND RUSTED STEEL AT UNDERSIDE OF SLAB.
SEE DET. 5/5-5
SPALLED CONCRETE, EXPOSED STEEL ON TOP OF SLA5,
SEE DET, 616-5
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. 8/5-8
" j� RUSTED ANCHOR BOLTS AT SUPPORT ANGLE.
SEE DET. 13/5-8
lwa RUSTED TOP OF PRECAST CONCRETE JOIST. SEE DET. 10/5-6
EXPOSED / RUSTED STEEL ON THE WALL / BEAM.
SEE DET. 11/5-6
EXISTING RAILING TO BE REMOVED. SEE DETAIL 12/5-0
(TYPICAL)
NOTE: SEE REPAIR DETAILS ON SHEET 5-8
ALL EXISTING CONDITIONS ARE TO BE- FIELD
-'
VERIFIED 5Y THE GENERAL CONTRACTOR.
IF A DISCREPANCY" EX15T, NOTIFY THE A
ARCHITECT IBEFORE PROCEEDING WITH WO-.1R<<--,
STRUCTURAL f=R05LEMS THAT OCCUR ,4f--^--
UNDERSIDE OF FLOOR SYSTEM HAVE SEE
SHOWN ON THE REFERENCE FLOOR
FORBES - I
ARCH-'-'TE'CTS
architecture
land planning
r-vail de-s4gn-
sp-ace'plaanina-
co-nstruc tdo n management
4565 ponce de lean blvd.
suite 100
co— gable—s-,"orida33146
tdl : 3C;5-44'>08�g
fax: 305-444 -55F7
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Revisions
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