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S UCTURAL NOTES. °
GENERAL 'CONTRACTOR SHALL COMPLY WITH ALL THE PERTINENT PROVISIONS OF
THE SOUTH FLORIDA BUILDING C HE SHALL VERIFY THE IMENr
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LIONS AT THE Q ITE AND Pv'QTIY° THE ARCHITECT F Y .SCE
CY IN THE DRAWINGS, AND;OBTAIN APPROVAL BEFORE PROCEEDING
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WITH THE WORK. THECONTRACTOR SHALL COQ INATE THE WO Of
ALL THE TRADES, (STRUCTURAL, ELECTRICAL 6 ARCHITECTURAL)
AT THE TIME OF REPAIRING THIS STRUCTURE. THEARCHIT-ECTSHALL ^
NOT BE R PONSIBLE�TO , NOR HAVE CO OL OR BARGE QF k
CONSTRUCTION MEANS, ft{OTHODS , S UENCES OR OCEDUR , OR FOR
SAFETY PRECAUTIONS AND PROGRAMS. k
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CONCRETE SHALL ATTAIN A 1fINIMU,kjCOik'fPRESSIVE STRENGTH AS FOLLOWS:
ALL CONCRETE-------------------------
3,000 P.S.I. AT 28 DAYS
CEMENT TM C-150 TYPE 1, MATER POTABLE, AGGREGATE CLE
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WELL GRADED; MAXIMUM SEZE 314".
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REINFORCING A. .r.Pe{® �61 GRACE 60, WITH A: ®r.�{® 305 t3EQ
.__ ._ CATIONS
PROVIDE REINFORCING CLEAR COVER AS FOLLOWS;
SLABS 314"
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STRUCTURAL STEEL A. .T.M. A-36® ALL STRUCTURAL ST EL SHALL BE FREE OF
RUST
° SCALE, OIL A14D OTHER DELETERIOUS MATTER. COVER WITH ONE SHOP
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COAT OF A RUST INHIBITIVE PAIT. STEEL ENCASED IN CONCRETE
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.. SHALL $E EXPOSED: TOUCH UP ALL ABRASIONS, AFTER ERECTING.
MEMBERS SHALL BE WELDED TO'DEVELOP THEIR FULL STRENGTH WITH
E-60 OR E-70--ELECTRODES. BOLTS SHALL BE HIGH STRENGTH
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A-325. ALL WELDING SHALL BE BY CERTI FIED'WELD
TAKING CARE.TO AVOID DA14AGE TO MEMBERS BEING WELDED. «•
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APPROVED
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CITY OF SOUTH MIAMI
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FEB 0 4 199Z
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