Continuous footings occurring adjacent to spread footings continue reinforcement through without interruption. A steel shape is centered within the footing layout with size specified per the column schedule unless otherwise noted. Construction joints or sawed joints are located as detailed on plan with two number four ties provided. A Class A lap splice is maintained with six inches typical spacing unless otherwise noted.
WHERE CONT FOOTINGS OCCUR ADJACENT TO SPREAD FOOTINGS CONTINUE REINF THROUGH WITHOUT INTERRUPTION. 2#4 TIES CONSTRUCTION JOINT OR SAWED JOINT- SEE PLAN PLAN VIEW FOOTING BELOW CLASS A LAP SPLICE STEEL SHAPE - SEE COLUMN SCHED UNO 6" TYP
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