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3PC <br />1 4" & 16" D I A M E T E R P I L E C A P S D E T A I L S <br />TYPICAL REINFORCING <br />AROUND OPENINGS <br />N.T.S. <br />BAR LAP LENGTH SCHEDULE DEVELOP. LENGTH (ldh) SCHEDULE <br />OF HOOKED BARS IN TENSION <br />TYPICAL STEEL COLUMN DETAIL <br />TYPICAL STEEL COLUMN <br />AT INTERMEDIATE PLATE <br />N.T.S. <br />CONNECTION DETAIL <br />TYPICAL BASE PLATE DETAIL <br />SECTION A-A <br />ISOLATION JOINT DETAIL (TYP.) <br />SCALE 3/4" = 1'-0"INTERMEDIATE PLATE DETAIL <br />SHEET NAME: <br />R.J. BEHAR PROJECT #: <br />DA <br />T <br />E <br />NO <br />. <br />BY <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />DA <br />T <br />E <br />: <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />: <br />SC <br />A <br />L <br />E <br />: <br />OFSHEET: <br />R <br />SA <br />M <br />S <br />O <br />N <br /> <br />O <br />C <br />E <br />A <br />N <br />F <br />R <br />O <br />N <br />T <br /> <br />P <br />A <br />R <br />K <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />S <br /> <br />A <br />N <br />D <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />17 <br />4 <br />2 <br />5 <br />/ <br />1 <br />7 <br />4 <br />5 <br />1 <br /> <br />C <br />O <br />L <br />L <br />I <br />N <br />S <br /> <br />A <br />V <br />. <br />, <br /> <br />S <br />U <br />N <br />N <br />Y <br /> <br />I <br />S <br />L <br />E <br />S <br />, <br /> <br />F <br />L <br /> <br />3 <br />3 <br />1 <br />6 <br />0 <br />S-7 <br />7 7 <br />14026 <br />2020 NW 190TH Avenue <br />(305) 219-2344 - Fax: (813) 425-9300 <br />Pembroke Pines, Florida - 33029 <br />PEDRO L. FIALLO, P.E. LICENSE No. 76100 <br />CONSULTING STRUCTURAL ENGINEER <br />CA# 30758