11-649-020REINFORCED CONCRETE
3.1 MINIMUM COMPRESSIVE STRENGTH OF CONCRETE U.O.N. (F c) AT THE END OF
THE SECOND SLAB BELOW ONE BEING CAST SHALL BE A MINIMUM!
7—DAY OLD SLAB AND SHALL BE RE—SHORED 50%
12.3 IN NO CASE SHALL SLAB, WALL, OR BOTTOM BEAM FORMS BE STRIPPED
EARLIER THAN 3 DAYS AFTER PLACEMENT AND UNTIL THE COMPRESSIVE
STRENGTH OF 2500 PSI HAS BEEN ATTAINED.
I2x4 THE SYSTEM OF SHORING IS SUBJECT TO INSPECTION BY THE STRUCTURAL
ENGINEER, OR HIS REPRESENTATIVE
12.5 DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING SHALL COMPLY WITH
THE A.C.I. 318-95 BUILDING CODE AND BE ENTIRELY THE RESPONSIBILITY
OF THE GENERAL CONTRACTOR.
12.6 SHORING DRAWINGS TO BE PROVIDED BY GENERAL CONTRACTOR AND SHALL
BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN
THE STATE OF FLORIDA,
t VALUES SHOWN HERE ARE NET UPLIFT IN PSF.
2. ABOVE DEAD LOAD REDUCTION INCLUDES DEAD LOAD OF COMPONENT,
NO ADDITIONAL DEAD LOAD REDUCTION IS ALLOWED.
DESIGN WIND PRESSURES FOR THE WINDOWS
AND DOORS
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