12-559-022L% ft
well
TM "M
(D DIAGONAL CRACK AT SOFFIT BEAM. SEE DET. 1/5-8
SPALLED CONCRETE AT SIDE OF BEAM. SEE DET. 2/8-8
CRACK ON THE SLAB. SEE DET. 3/6-8
OSPALLED CONCRETE AND EXPOSED STEEL AT PRECAST
CONCRETE JOIST. SEE DET. 4/5-8
EXPOSED AND RUSTED STEEL AT UNDERSIDE OF SLAB.
SEE DET. 5/5-5
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 FLOOR). SEE DET. 1/5-8
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-a
EXPOSED / RUSTED STEEL ON THE WALL / BEAM.
SEE DET. 11/5-6
EXISTING RAILING TO BE REMOVED. SEE DETAIL 12/5-5
(TYPICAL)
NOTE: SEE REPAIR DETAILS ON SHEET 5-5
ALL EXISTING CONDITIONS ARE TO BELL
VERIFIED BY THE GENERAL CONTRACT--0R.-
IF A DISC:REf=,4NCY EXIST, NOTIFY THE A
ARCHITECT BEFORE F'ROCErEDING WITH WO�.---
STRUCTURAL F'ROIBLEMS THAT OCCUR AT ------ I
UNDERSIDE OF FLOOR SYSTEM HAVE BEEN -
SHOWN ON THE REFERENCE FLOOR
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FORBES-
ARCHIT-:CTS
architecture
land planning
retail design
sp-ice-plaininq'-
Go-"Istructi--on management
4565 ponce de leon blvd.
suite 100
co-F,1 gable,%-Ilorida 33146
tCl : 3C5-443.08k8
fox: 305-444-551,7
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Revisions
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