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REVISIONS
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DESIGN CONFORMS TO THE REQUIREMENTS OF THE 2010 FLORIDA
BUILDING CODE,
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WING ANALYSIS ASCE 7-10: 175 M.P.H. (EXPOSURE D)
Kd = 0,85
Gc(pi) = ±Oa18
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SHALL BE A MIX DESIGNED IN ACCORDANCE WITH A,C,I, 301 (LATEST EDITION) TO ACHIEVE
A 26—DAY COMPRESSIVE STRENGTH AS FOLLOWS:
BEAMS: 4,000 P.S.I.
MA' IMU WATER /CEMENT RATIO SHALL BE AS FOLLOWS:
FOR 4,000 PaS,I, CONCRETE: 0,46
FOR 5,000 P,S,I, CONCRETE: 0,40
SLUMP TO BE 4"±1"
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ALL. CONCRETE SHALL CONTAIN AN ENGINEER- APPROVED A.S.T,M, 0464 TYPE D ADMIXTURE
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(WATER— REDUCING RETARDER),
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TRANSPORTATION, PLACING, AND CURING OF CONCRETE SHALL COM LY WITH A.C,L 316
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BUILDING CODE (LATEST EDITION),
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ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE CONCRETE STRENGTH TESTED IN ACCORDANCE
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WITH A.S.T.M, STANDARDS, FLORIDA BUILDING CODE, AND A, C.1, 316 (LATEST EDITION),.
TEST CYLINDERS MUST BE TAKEN EVERY 50 CUBIC YARDS OF CONCRETE PRIOR TO PLACEMENT.
TESTING LAB SHALL PROVIDE COPIES OF CONCRETE TESTS RESULT'S TO ENGINEERS REVIEW,
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SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE, AND CONFORMING TO A.S,T.M,
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A615 GRADE 6,
ALL PLACEMENT OF REINFORCING BARS SHALL. BE IN ACCORDANCE WITH THE MANUAL. OF STANDARD
PRACTICE OF THE CONCRETE REINFORCING STEEL. INSTITUTE,
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A MINUMUM OF 3 SUPPORT BARS AND 3 INDIVIDUAL NIGH CHAIRS FOR EACH SUPPORT BAR SHALL
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BE PROVIDED FOR TOP REINFORCING.
CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
BEAMS; 1 1/2" (TO STIRRUPS)
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DESIGN CONFORMS TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2010 EDITION
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IN NO CASE SHALL CONVENTIONALLY REINFORCED BOTTOM BEAM FORMS BE STRIPPED EARLIER THAN
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3 GAYS AFTER PLACEMENT AND UNTIL THE COMPRESSIVE STRENGTH OF 3,O O PSI HAS BEEN ATTAINED,
THE SYSTEM OF SHORING IS SUBJECT TO INSPECTION BY THE STRUCTURAL ENGINEER, OR HIS REPRESENTATIVE.
DESIGN AND CONSTRUCTION OF FORM WORK AND SNORING SHALL COMPLY WITH THE A,C,I, 347 BUILDING CODE
AND BE ONTIRELY THE RESPONSIBILITY OF THE GENERAL CONTRACTOR,
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