12-559-023Level 4
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LEGEND
(D 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
SPALLED CONCRETE AND EXPOSED STEEL AT PRECAST
CONCRETE JOIST. SEE DET. 4/5-8
EXPOSED AND RUSTED STEEL AT UNDERSIDE OF SLAB.
SEE DET. EWS-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. 115-6
EXISTING DRILL HOLES THRU THE SLAB. SEE DET. 8/5-8
RUSTED ANCHOR BOLTS AT SUPPORT ANGLE.
SEE DET. 9/5 -8
RUSTED TOP OF PRECAST CONCRETE JOIST. SEE DET. 10/5-8
EXPOSED / RUSTED 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
ALL EXISTING CONDITIONS ARE TO 5r=F1b_:16
VERIFIED 5Y THE GENERAL CONTRAGT^_OR.-
IF A DISC:f;REf=ANC:Y EXIST, NOTIFY THE
ARCHITECT 5r=FORI=- F`R0Cr=r=DING WITH
STRUCTURAL F>RO5Lr=MS THAT OCCUR AT-:
UNDERSIDE OF FLOOR SYSTEM HAVE BEE_k_
SHOWN ON THE REFERENCE FLOOR
FORBES.,,
A ZCHITT',CTS
architecture
land d planning
retail des;cgn
spcce 'plarning,
co.jstructiln management
4565 ponce do [eon blvd.
suite 100
cc re-1-ga ble^,-H-) ride 33146
tCI : 305 -44Q-084�)
fax: 305-44A.5557
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