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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />-GROUTED BOND BEAM <br />N <br />m® <br />#5 BARS <br />I—E-1 m.j <br />8" ,- <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />C1 <br />e 1: <br />TIE`/ERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />Z� #3 1B. <br />#4 24" <br />m U #5 30'• <br />#6 36" <br />#T 4r <br />HORIZONTAUVERTICAL <br />(D REINFORCING <br />SCALE: 3l4"=1'-0" <br />z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />y F�- <br />[QII U <br />J <br />Z 8" CMU WALL <br />o <br />TOP OF SLAB - c - TOP OF SLAB <br />SEE SLAB SCHEDULE W a <br />> ' n <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) en QU W/ 1/2" ISOLBAR SIZE 48 BAR DIA. <br />ATION 6" CHAMFER (2-STORY) #3 18" <br />JOINT (WHERE { #4 24" <br />APPLICABLE) Z_ MATCH STEEL #5 30" <br />REINFORCEMENT <br />6" PVC CHASE 36„ <br />THRU FOOTING PER SCHEDULE #7 42 6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />0HRU FOOTING <br />SCALE: 3/4"=1'-0" <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA 0: 0003325 <br />y <br />ppp <br />dC <br />:+ <br />tt��y <br />O <br />� <br />b <br />9uBwv. Le Lop <br />SILVERADO <br />LOT #51 <br />BLK #18 <br />PROJEOT# <br />041 8.002-51181 <br />MODRU <br />4EBB <br />"1828-CALI" <br />GARAGE BWrKG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />