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❑ Step 12: Set cast iron access covers and <br />Rebar arrangement for top slab. (rebar and <br />cast iron access covers specifications in table <br />below and following 3 pages.) <br />Pour slab based on dimensions outlined <br />below. <br />*Dimensions <br />4_ ) T <br />fF' <br />CE14,CEN10 <br />CE2I,CEN14 <br />CE30,CEN21 <br />L <br />11'3" <br />14'1" <br />16'8" <br />LO <br />91111, <br />12'9" <br />15'4" <br />L1 <br />4'3" <br />5'8" <br />7' <br />L2 <br />4'3" <br />5'8" <br />7' <br />W <br />91 <br />9'4" <br />91101, <br />WO <br />5'9" <br />6' <br />6'6" <br />W1 <br />7'5" <br />78" <br />8'2" <br />4_ ) T <br />fF' <br />L <br />ACCESS COVER <br />24 dia. 24 dia. 26 dia. <br />81, <br />Side Rebar <br />LO <br />(6)#5 E.F. <br />8' <br />1' <br />L1 <br />L2 <br />1141, <br />Strengthen Column <br />10" DIA <br />Pillar <br />Main Rebar <br />(4)#4 <br />Hoop Rebar / Spiral rebar <br />4_ ) T <br />fF' <br />CE14,CEN10 <br />ACCESS COVER <br />24 dia. 24 dia. 26 dia. <br />Side Rebar <br />(5)#5 E.F. <br />(6)#5 E.F. <br />Slab <br />t: 10" <br />'---------------------------------- <br />a} �} <br />,V - .t, <br />#5@4" O.C. E.F. <br />VERTICAL REBAR <br />TOP VIEW <br />*Rebar Specifications <br />SIDE of <br />REBAR <br />CENTER <br />REBAR <br />SIDE <br />REBAR _ <br />co <br />-v <br />SIDE CENTER SIDE <br />CROSS SECTIONAL VIEW <br />is <br />CE14,CEN10 <br />CE2I,CEN14 <br />I CE30,CEN21 <br />Side Rebar <br />(5)#5 E.F. <br />(6)#5 E.F. <br />Slab <br />t: 10" <br />Vertical Rebar <br />#5@4" O.C. E.F. <br />Center Rebar <br />#5@8" O.C. E.F. <br />Strengthen Column <br />10" DIA <br />Pillar <br />Main Rebar <br />(4)#4 <br />Hoop Rebar / Spiral rebar <br />#3@6" O.0 <br />Base <br />Pre -cast concrete <br />Thickness: 8" <br />is <br />